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Permit D99-0015 - Dreamcraft Homes - Lot 18 - New Single Family Residence
reamcraft Homes City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 334740 -1270 12011 46 AV S NRES DEVPERM V -N GAS 001 North: TUKWILA Contractor License No: MJFHOI *092DA Print Name: _ SEC- 74{ /K1 DEVELOPMENT PERMIT .0 South: .0 Sewer: TUKWILA Slopes: This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: D99 -0015 ISSUED 08/11/1999 02/07/2000 DWELLING 1997 N/A .0 OCCUPANT DREAMCRAFT HOMES 12011 46 AVE S, TUKWILA WA 98187 OWNER DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98032 CONTACT VICKIE MARTIN 215 E MAIN, KENT WA 98032 CONTRACTOR M J F HOLDINGS INC 215 E MEEKER, KENT WA 98032 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *. Permit Description: CONSTRUCTION OF NEW 1,814 SQ FT SINGLE FAMILY RESIDENCE WITH A 660 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *. Construction Valuation: $ 166,780.60 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS 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: 20 Fill: 80 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: 1 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: $ 2,653.77 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature Date:IL Phone: 253 859 -9697 Phone: 253 859 -9697 Phone: 253 259 -9697 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. 7 Si gnature : __,,,4G` - Date: 0 ll'15 if the work is not commenced within if the work is suspended or abandoned inspection. ;Address: :12011 Suite: Tenant. 3. Type. DEVPERM : Parce:l # i 334740 -1270 ; CITY TUKWILA Permit ,No: D99 -2 0015 Status: ISSUED Applied: 01/ Issued:. 08/11/1999 *****:********* ******** *4C*****.*** **flc********** ********** **** k* **yk*****fit *** Permia Conditions: 1. No changes will be made-to the plans unless approved ,by the Engineer and the:.Tukwila Bul.;l.di.mg_..Divis 2 = .Pl umbi n g ;permits s hat 1:..beobtaine`d' through• he Seattle -Kiang County Department f�;P:ub.1 ic" Heath Pl '`' 1 1 be 0 1 umaing,w • i.nspected' by thatiagency,, i,ncl`Uding4a11 gas piping, • Electrical permits s11a11=be obtained through the Washington "State Divi, :ion iL of abor., and Indust and all „telectrical work wi l �i b inspected by, that, agency:` " ( 1, 2.48 663 T ,` . A11' mechani`ca1 works sllal'1 be1`under separate 'permit issue, the Ci by of Tukw.i la.: : ,. 5. All permi , inspection records, and approved plans shall ,avai l.ab 1 a ,. the ob s.i.te' ".pr,i or to°: "the start of i anan - y c, struct,,f`on `� at>' y These documents 'are to be maintained `'and 0a4i ',- zab l e(. unt i`1 °fl nail . inspection approval i s granted. 1Any,4'e>cposedn• insulations backing material shall have a Flame Spread Rating =:of 25 ' or 'less,' and material e• sha l l . bear i der ti - f,i ca9 on show) g .the., f i`r•'e `performan r'ati f* rig thereo . • 'A11'conruc sttion to:.he...dne�;i on confortmanc.e.:with approved'` :01 4* and tY requ l remel is �'of the Uni form' B,u il d,i ng Code (1997 .ijtr Edon)' as amended., Uniform-:Mechan 'ca'l Code (1997 Edition) and. Washington State Energy :'Code (1997Ed_i`tion) . 8`.. 'Not fay the City of Tukwi`l`a Bui 1'di Divtsi„An t,prior to ;,placing any concrete. This procedure is in addition to` ari requ trements': special inspection. ;•..... F ' Validity o <Perm'i.t.' The issuance' of a i, perTit or approval ` :plans;? ,,spec i f i cations, and computati on Y srial l not be con strued, to be a permit for, or arOappa.1;` rovfy violati 'of any of . ; the provisions of the °;building 'code: "or ; of " 'other' ordinance,, ;of, the ',i ur i sd i ct i on . No ,permi t.p. 'rresum irig:"�'to give author'i ty to ` vi o.l ate 'o'r:. ,cancel,, .the `r prov i s i on of th`.i`s 10. There shall be no occupancy of the buiiding(s) until.; the final inspection has been completed by ;the Tukwlla,Building Inspector. 11. The storm drainage syste downstream of your discharge will not function correctly "unless the entire ,system is in place. Individual. lot owners will be required by the City to install the portion of the system associated with their lot. Applicant proceeds at their own risk, as the storm drainage system construction sequence is determined by individual lot owners. The City will not install the storm drainage improvement identified on the plan dated 2 -18 -97 and approved on 4 -23 -98 AND REVISED ON MARCH 30, 1999. If applicant desires to complete any or all of the storm drainage system the City will issue a separate permit for work in the right -of -way or on an adjoining lot if easements are secured from the lot owner. 12. The sidewalks shall be installed per plan dated 2 -18 -97 and approved on 4- 23 -98. Any curb cut access shall be done per City of Tukwila's Standards. code sha11evalid. 1'4 All r ir.ric =,ccnniai nd PIA A IPA-n(177 ch-.l i ermit. tering (grading); to be carried out in accordance with �. an dated 2-18-97 and approved on 4 -23 -98 and v,ed revision'no:` 1 may width shall be a 10' minimum and 20' maximum. Slope be a maximum of 15 %. Turning radii shall be a minimum ie;, feet. ay shall be paved within 30' of right -of -way. over 50 cy shall require application for a Hauling; prior to any associated activity Ow'construction and: substantial improvement of any resi.denta.l structure shall have the lowest floor, including basement, elevated:to a min.imum of one above the level' b ase flood e 1 evat' i on f (100 year f i4s ` 'A;* Al 1 bu ;ldings will e; constructed and certl'f ie.d as built . at or :'above e.levati6n shownr.on 'ap'proved storm e 9 plan lan i '1 dated .2 18. -97 r andf approved ion 4-23:; . (NGV ; Datum 9 .29) : Enclosed areas be 1 ow the. :; l owe t; ° s "'f-1 oor : sha1.1., be des i gne,d to.' :automaticalF1y�f'equ'a1 i s -hydrostatic fl ood "forces.' A mim:imum of two . openings''%havyi ng a ,_ net area of not'` less than? one. square • i nch far every ,.square, ',foot of enclosed area ' sub'ject to . f 1 oo,:dti.ng she 11 bejx "pro.v i dedi and`: w i,th the bottom. of ; a l !open i ngs/ no :hi gher.:• than 'on'e ; foot • above grade . Openir gs may" be equiped:with ; screen's, louvers, or other ;coyeri:rtgs or ; ,dev;ices provided. that they permit the automat ' '� entr y�', and° exit of - floodwaters: . Thee ty';:of. wi 1a° has an uridergronding ordinance requ:ir.ing. 1. Che power, 9 ': telecommuni cationa, anCCable ° 'service lines' be,, .underground, f rom , =the. points of connection on; .the pole. to the house. , 1. . 3 , j . f 20,. Dowhn drivewa patio and drainage ,from other , i mpe,r # vi ous areas shal i ° be ,coll ected 'i n an on -site storm Idra�i n; system. Drai ns-' sha'1 be `4" min . d•i ameter, PVC schedule. 4,0�,.or' corregated' poly "e'thalyne ;pipe ,with a` i nter`j.or ,wa . NO ADS flex pipe. , .. Drain "shall. be' la i d,: with a minimum ; ,1Y scope for gravity discharge;_ to• location appro ey Pub1'ic Works Dept. Dow shal l not -c.onnec 'to foong "'drai ns z Footing drain and ,downspouts,`may share r a s i ng lre ,discharge .pipe downstream of, the :l owest footing drain 21. TEMPORARY 'EROSION?i:CONTROLS MEASURES SHALL BE IMPLEMENTED ;A'S THE FIRST -;ORDER , OF BUSINES' TO. PREVENT:;. SEDIMENTATION OFF:SI�TE OR INTO EXISTING STORM DRAINAGE`FACILITIES. 22. :THE SITE SHACL`PERMANENT EROSION CONTROL MEASURES..- ;IN'.'PLACE AS SOON AS POSSIBLE_ AFTER FINAL:' GRADING HAS BEEW AND PRIOR TO THE` :'FINAL INSPECTION. ' ,''` 23. DRIVEWAY SHALL BE PAVED °,WITHIN 30' OF.,,RIGHT ;OF WAY 24.'ANCHORING - ALL NEW CONSTRUCTION ;AND.SUBST ANTIAL IMPROVEMENTS SHALL BE ANCHORED °'TO PREVENT FLOTATION, COLLASPE, OR LATERAL MOVEMENT OF THE STRUCTURE. Project NamefTena ' 42( � r r c - �f om�5 LO4 � Z Value o on truc , ?o ff - 7 tion: �nt (2O Tax Parcel Nurnber• 334140 — l Dr tp Site Addres : (Zol ( 40 V S I - �uiLot t City State/Zio: WA ° 111 - Property Owner: UMW Cr0-6f ' c�t�r�lt?S ' Phone: C�3) % - q (0 q 7 Street Address: l5 t tkee kt: , r 4 tnA City State /Zip: 3a Fax #: 1 3) -I- 5'aC8 Contractor: KIT Ffielt .nn&S IBC• Phone: , )8 C ( I0 Cl 7 Street Address: a 15 E Mee. -k e+r� kervi- U)( q City State /Zip: 3 a Fax #: i�rJ _ .r) -I - 'S Architect: n Phone: Street Address: City State /Zip: Fax #: Engineer: r � a - Q . (�h - }�v , m ;�SOci v►-`es Phone: dam) (03) — 5353 Street Address: �cl' 1 17L SE) r* - alR City State /Zip: qDU -5 o Fax #: ( \ c9-'31- 5`..) Contact Person: vIGkt�e r�ir Pone: �) — q to a7 Street Address: • (1 F I \ Ce.r Pt'1 + (l W City State /Zip: Ct &n a. Fax #: (33) 1- 530$ Description of work to be done: New) CA c-h cvl ) Sll� frtrikt-u-3 (Si Gltnc�• Type of work: ew 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: 1 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 1 $ II sq. ft. Dwelling sq. ft. Covered Deck(s) (p(pp sq. ft a - •'j 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) Qt.4 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ❑ Channelization /Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp it SFPERMIT.DOC 2/13/97 ❑ Street Use OR STAFF USE ONLY ltif�r L7 Ta Project Number: ' ,P.drmlt NuMlierfi 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 P.UBLIC.WORKS.SITEJCIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall'be determined by the Public Works Department); ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public Size(s): Size(s): Est. quantity: ❑ Miscellaneous Size(s): cubic yds. gal Schedule: 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 appllca1 n art w 9 9 Date apploir exp2/ 9 Cip !Ws) PLEASE SIGN BACK OF APPLICATION FORM BUILDING O NER OR AUTH / v... RIZED AGENT: Signature: u I, �} Date: ` 7.I _ - 1 "W� Print name: ► G ve, ivt n P one: � M) 80 9 V/ Fax it. ) tit 52 08 , Address: lS S N1 r . Citnn i + - , p: 11 A__ c � �13 L L • 1 e S UST S SU: NUTTED WITH THE FOLLO NO: DRAWINGS PREPARED BY A ; GISTERED ARCHITECT OR PROF( ENGINEER MAY BE REQUIRED BY THE BUILDING FFICIAL Y ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ 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 ❑ ❑ 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, tljan architect/engineer, or contractor. licensed by the State of Washington, a notarized letter from the property owner authopzing the agent to submit this perpijt ap and :. obtain'the permit will be required as part of this submittal, +; ,4i >;'" + i ''" ° -' • : ;�• .; . 1 HEREBY CERTIFY THAT 1 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. SFPLRMI'I.DOC 2/13/97 ************************ ******************** CITY OF TUKWILA, WA TRANSMIT ********************** *****4**************** TRANSMIT Number R9800124 Amount: 13,572.25 08/11/99 09:00 Payment Methibd: CHECK Notation: DREAMCRAFT Init: CAS i Permit No: D99-0Q15 Type: DEVPERM 'DEVELOPMENT PERMIT Parcel No 334740-1270 - Site Address: 12011 46 AV S - Total Fees: 14,462.07 , ThiS Payment 13,572.25 Total ALL Pmts: 14,462.07 Balance: ' .00 **************************************************************** Account Code Description Amount 000/322.100 BUILDING - NONRES 1,368.95 000/345.830 PLAN CHECK - UTILITY • 20.00 000/345.830 PLAN CHECK - WATER METER 10.00 000/386.904 STATE. BUILDING SURCHARGE 4.50 000/342.400 INSP FEE - UTILITY 15.00 412/342.400 INSP FEE - STORM DRAIN 15.00 402/342.400 INSP F - SME/SSS 20.00 401/388.102 WATER CONNECTION 60.00 401/386.520 WATER INSTALLATION (DEP) 150.00 401/342.400 WATER INSPECTION FEE 15.00 401/343.405 WATER TURN-ON FEE 25.00 401.388.104 WATER: ASSESS-ALLENTOWN 4,166.40 402.388.104 SEWER, ASSESS-ALLENTOWN 7,641.90 000/322.100 LAND ALTERING PERMIT FEE 37.00 i 000/345.830 LAND ALTERING PLAN CHECK 23.50 t, • • t.•••,■ 4 .s t • T• oject: ape of 1 Mpecti I 1 Address: Date calle : Special instructions: 6(1;5,1..14, 11 y 5 . r , w+r i t F -i`�-r 1�1 5. . Date wan ed: a.m. p.m. bgrear. of { . .. Pone: iw INSPECTION NO. CITY OF BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. a A INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: 1 , urn, It • tl: 1 11 Inspector: (.21/4.) Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 11. L +_ !L`!!� Ti •, I s p' c' o Ad ress: 1 CA Da ca led: Special instructions: Date wanted: a.m. P.m. I el ti r : p Phone: Li Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. (206)431 -3670 Corrections,required prior to approval. COMMENTS: Inspector: Date: 112101) 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 1Uf dyes Date c. Ile Special instructions: i g Reggt: Datew • •d: a.m. P , , , & . ' " ' , - 6 ' 7 ,- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B d; #100,.Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspect Date: 7..7/ Ej $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: Pr e /1 " Type Ins ti¢ o R c c el dress:.. o �� L\ � \{ � S Date called: fe calld1- qg Special instructions: ` - t E3 i 1 Date utedi (3 9 m . .m. � Requ ster: Phone: 1: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Ins $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: Pro' t � /� Type of I y Date called: 1 t, Special instructions: Date wanted: a.m. Requester: /14/► Phone: 0 / 3 t0- r,7a4P-- INSPECTION NO., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. PERMIT (206)431 -3670 Approved per applicable codes: LJ Corrections required prior to approval. COMMENTS: Date: ate 4) Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENT . 00047,746. 1c-r.. r if L it el f Tw 5 Special instructions: .,, 1 0 reeofc/ tr 19.414- 1/4-Ae- ,1111(6X 04r soe4721.5 -- ro(/c, 544 4 frigOVK exii_c4 feepie- • 74 , . ...0 , mt: . 01,1i/3_ M " , Date called: i / /6 nq : r if L it el f Tw 5 Special instructions: .,, ....---' Date wanted:10 c...43-134e' P.m. Requester / /---- Phone 11 ....7_ , c,)-o -..3V-h/adi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable code INSPECTION RECORD Retain a copy with permit mr-7 DO PERMITNCS. ' (206)431-3670 Corrections, required prior to approval. Date: rArclo' 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' P ct� & f ee of Inspection: c t ,.0I -� �iYJS�. �G Address: 1291/ 4( Ave Date called: ' q Speci I insf r u ions: L.0 ( 6 � Date wanted: l ," ( l 1/ / (: 1 f q p.m. Requester: A k Phone: ".0b --3b -' [P /L INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per 'applicable codes. r INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. . COMMENTS: / c9 ,4o7 Fy EI $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: wV A 0iC lJ`"�" Ty Inspection: 1 C(.{ k p es ( r a 5 Da e 5aIed q / ted " I nstr uctions: P a e Da a �! wan I � a.m. ue er: n� —39 (a--(4 a / 0 W1 :Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA 'BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 COMMENTS: 5 • S F-,d 1 f'�aue.,., SAft)rS 184 fit- t.1( p e Corrections required prior to approval. $47.00 REINSPECTION FE REQUIRED, Prior to inspection, fee must,be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Proje f Type of Inspection: " Address: 1J/ �{�t a-- S� Date called: v iq Special instructions: Date wanted: /d Q /9 a.m. p.m. Reques r: Phone: INSPECTION RECORD Retain a copy with permit IN'''ECTION NO. CITY :OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: (206)431 -3670 . Corrections required prior to approval. COMMENTS: pkV97 63)7A,-/e-4 / H aim sh A /66(r -.4 6 J Date: 10(2, $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: ;Project: nreamcra -+ t 1 Type of Inspection: - Sp ;Address: 1201 ii 6.14., Ave S Date called: 10_21_9i Special instructions:. �. 18 Date wanted: a.m. Requester �' G Phone: 2 06 / 396— 612z INSPECTION RECORD Retain a copy with permit INSPECTION NO ;CIT.Y:OF TUKWILA BUILDING DIVISION .6300 B lvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7 f r f , u CSCc 4A/ f ? t;.s1 Un `e" _ . 4 SL 4 4.: x:0.4.. "r i.,o 4e ,U 51- G 5.5 I .6- . a Inspector: Date: ! z..5 ,7 7 .5 $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 9 COMMENTS: Type of Inspection: /61 ofif f4a- f ;' AlmAt t i L ea p r TO 112.4“/ i 1 4" .s ra• /CV 1 3/Fq /e\6 L _ �6 or 6" W Special instructions: � " P tie. /_d T A /iaU// 674 .F /I 7" /7 / /)- q 44A 6v4 5; Requeste 4dd2 z /f L f A4fc(A ! i9 i 15 M-4 4/ y Alin 9'' ti4nn g.J A.tA-v■.V 6 `` 7 Project Type of Inspection: Addre s: Date called: /CV 1 3/Fq Special instructions: � " Date wanted: s 1 t , a.m. p.m. Requeste Phone: �" INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. 1�y9 _�x , i5 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: 6 Date: kir q ` J $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date; INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100: Tukwila, WA 98188 Proje . Addr 1P Type ins s ection: rttlQ6r Date wanted: /, f/ / Phone No.: Approved per:applicable codes. PERMIT NO. (206) 431- 3670. (] Corrections required prior to approval: COMMENTS:: Date: $42.00 REINSPECTIO I FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: COMMENTS: c .. ,24Z9 /6 7eti.v.c.ic? G' _ %9,..40g- zAhcl-est, - 111 ' 44Ai.tior -M Aic) 5 90Afr /tit A r c 6 Sql-t_ (71 -- :-‘'. ,:Ve94-4//tfS 0 .4 cre_ Date wanted: ifr e) e-,k T- 5 0 ,W 0)A (6) 511 5, -en _, .91 J Piolect: aVelnen Ty e'of I spectio • , .-ili-44 Aio 4 N e..... Date led: e il Special instructions: Date wanted: P.m. Requester: lkee Phone: ,.7104 , INSPECTION RECORD Retain © with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION L. A. 6300 Southcenter Blvd, #100, Tukwila, WM • (i0 Approved per applicable codes. Corrections required prior to approval. 401,4n, , Ej $47. 0 RE1NSPECTION FEE REQUIRED. Prior to inspection, fee must betpala at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 7y cj t• Ty a of spe to • 7 ddress: • 2 =01 q �► .S Date ca ed: al izo / Special instructions:, � Date wanted:I I z . aj ! p.m. Requester: if IeC- Phone: 3 cm„ 6,76v, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY.OF TUKWILA BUILDING DIVISION r21 6300 Southcenter Blvd, #100, Tukwila, WA 981 proved per applicable codes. 0 DRq-ootS PE MIT NO. woo ]ov 206)431 -3670 Corrections required prior to approval. COMMENTS: Date: 9, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: >'1441, Project: Dr t Ty of Inspection: Address: 1201 Aye a te called: 8 -19.99 Special instructions:. g Date wanted: q in? Requester: Ale G Phone: 2061396- 612 2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. :. ITY OF TUKWILA BUILDING DIVISION 300 Southcenter : Blvd , #100 , " Tukwila, WA COMMENTS: Approved per applicable co ' es. 188 (206)431 -3670 El Corrections required prior to approval. Inspector: eNQ Date: (4 (0.1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to'schedule reinspection. Receipt No: Date: Project: M , 2J'71 — TyPe$1nsP mr- j A s :ifl S . Date called: 4 15 . .Special instructions: ' Date wanted: 9 a.m. P.m. Request I , i ( Ph on — --... 5 -V • INSPECTION RECORD Retain a copy with permit NSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Souterer Blv , . • . . , . • . ;,• ,. , ., .. • . . • •:•• . ... ' , .. . : ' '.• . . . . . • . . • .. .' . ' • , . . - . ', . . . .. . . , . • . • • PERMIT NO. (206)431-3670 Approved per applicable codes D Corrections required prior to approval. 0 i $47.00 REINSPECTIO FEE REQUIRED. Pri r"to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to chedule reinspection. Receipt No: Date: t.. 7'0 • .'5.#1:,t v • Project: CA OA, Type of Inspection:N. V 1. Addre ikti fre.. Date called: Special instructions: . I r ' Date wanted: a m : : 11 1 / Pm Requester Nj 14--Y--■ e Phone; _ d.-5 - 55 /to 1; INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Date: Ej $47.00 REINSPECTION FEE lUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. A CO Approved per applicable codes. LJ Corrections required prior to approval. ENTS: Inspector: Receipt No: Date: FILE City of Tukwila John W Rants, Mayor Fire Department Thomas P Keefe, Fire Chief Needs shift =inspection TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Permit No. UINALAPP.FRM Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature Rev. 2/19/98 D / to T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S75•4404 • Fax (206) 5754439 ProJect Name. S1 Y- 3 N -ou.Se s - £St,- I 9 3S EXl:_cr WA tO B i2 ( .lRR E�iig�taee 'RE CEIVED ENgiNEERINq & PIANNiNq SERVICES AR 3 0 1999 16030 52nd Avenue West • Edmonds, WA 98026 -4724 (425) 745-1766 • ax (425) 42.5221 P1 TUKwiL A NO • �� Gods - 6,9 -io _Lai.. Rao_ c�aess _.•1=..r __. t- ,2I -23 GGS - S (2o b S i �}y�VJILA OV //as- io I/ d ±1- 0- 4tl. 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(MA-Ad ntrn ' ) ;s rR Shr 1 c '1 it 118.54' N000 -- - - — _ 116.09' N00'00'00 "E N .- U W cn Mat No •J tit 4 EL, {� ? 4 2 ANA 122200 h w r� I EX ' 1 , CI) ' Avg CL, . Proyassd \ i I Pea = 11,240 Vo I s Ste/ 3 1 - 7541 7 3 3 cn , 3 3- Sheet 614, 5 of 7 760.00 i MAINTAIN DRAINAGE ENTRY! POINT FROM PROPERTY TO WEST. 1 1 1 NEW $LIEF s JA-1.E SCA.I,f'. 1" _ DSO 1 RCP ArcA LOT 126/ FF •I •1 6 —IE. 8.44 c,s. 6'- 0 8 "o PVC \, CURB INLET RIM EL. 10.0 NE IE. 8.14, 8 "0 PVC W. IE. 7.81, 12 "0 RCP; 70 20' —12 "o RCP IE. 7.37 ,r- 25LF 12" RCP DRWY. CULVERT MATCH DITCH GRADES. L 0 T 2, (o b P!M/ . PLAN Sc.A( I 1' =1 Ski- 7QC7 Qty Notes Size Type _ Bar Glass Grids Argon Screen U Value 1 1050 PW 770 5 CLR TEMP 1X5 - • 50 1 - 4020 HR 770R 8 CLR 824 • s I 2 4050 SH30 570 40 CLR 4X6 • 50 2 4016 PW 770 FL— CLR 4X2 .51 1 5050 . XO 270 ZS CLR 1 4040 XO 270 I:o CLR 1 6036 XO 270 a I CLR 1 2050 SH30 570 10 CLR 1 2030 SH18 570 to CLR 2 2020 SKY 980 la _ LOW -E TEMP G DATE FOR BELOW 1 4039 XO 270 I CLR . SI - 1 5040 XO 270 �O CLR 2 4040 XO 270 3�- CLR 1 5068 170 3 .5 CLR TEMP QUOTATION ONLY a e'hie • Niis... A Csormi11eeN 19720 BoTHELL- EVStErr HWY SE, BOTIff1L WA 98012-8124 (206) 481-7101 • 1(800) 800 -5920 • FAX (206) 4024811 Customer. Dreimcraft Homes Address: 215 East Meeker Kent WA 98032 (color) Vinyl Notes: Dimensions: RO/NOA ATTENTION: AMY THOMAS Wincicw schec4,..F.L, .q.5 Quote Date: 5/13/97 Job Address: - Phone /Fax: 859 -9697 Misc. Notes: Project Start Date: Quotation Valid For Sixty Days Maximum Unless Otherwise Noted. Job Name: INGLEWOOD E Plan Revision Date: Sales Rep. 1047 PO Job Phone & Contact 1 o[a1 Seu State Sales TL Iota Contact Price Each j Extension t PERMIT CENTER rage 1/ 1 RECVIVE CITY OFATU ILA Ji -, Z 5 1999 TERMS: NET 30 DAYS • b COLO./of figi4 Apia t 6U04ET: t°.. mw, ..11 . *pH PO ggr 4o• FT. • td • Li^ " as444 (wK W Mwa) boo 0 • 28.15 s vAuv tit► mfri lrsf) 292 0.o04 9.93 Orr v/"Vier r 1 _ 1851 '2.,7 2, ° o. `S 1 14.7. I7t.. W11.10 (114 of a, A ). Fiege4 (.vu. alum. sraa4 109 4, 0.e4'tl 44,79 ietti amFs 4.1 o.11Db Ile. Or (4 (:. a t ''L : ` r'■ buo .i OA (WOO 3%44, • P1� po 0-441. rwwa ancopte z �et P. 36 1 ? Ilt-H*141 1 w tMra.caua4 Net Whin% wi. w ) Will cows (oft. wa Fib GONG. ISKYuTib ti 30 13 1 , 10 *s2.. A: a y s UA ti .033 11535 .2l03� 109 41 .019 OBS .51 .041 . t• . .33 • (Moppy►6 c MP +3 22..)1 ti 9.4 4 15o.31 1 94.24 44.77 �L. 4.b 13.53 371 Fri 391.4 • 377111 ' 13.. 41, 1 ■ wvcd 181 RECEIVED CITY OF TUKWILA JAN 2 5 1999 PERMIT CENTER Qqq-ooIG F\U • 1 " R 4S r or. BYPASS • 4'BYPASS ism BE 2. Seismic 3. Roof Load 4. Floor Load 5. Deck Load 6. Soils 7. Concrete ......��w. -s �w.w.s.rv�i.ulc.r.iN'aYUCnvMJA • FILE Gaf 'L— STRUCTURAL NOTES CODES AND SPECIFICATIONS 1. Uniform Building Code -1997 Edition .2. ACI 318 -83 Building Code Requirements for Reinforced Concrete • 3. HILTI Fastening Technical Guide 4. Westem Products Use Book 5. Simpson Strong Tie Connectors Catalog -1998 pESIGN CRITERIA 1. Wind Load -.per Uniform Building Code - Method 2, Basic Wind Speed = 80 MPH, Exposure B - per Uniform Building Code . Zone 3,1 =1.0 - DL =IOPSF LL = 25 PSF - DL =10PSF LL = 40 PSF - DL = 10 PSF LL =40PSF - Assumed 1230 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design - 2500 PSI 28 days • Grade 40 reinforcement - minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Mortar - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan: Glulam beams 24F -V4 Fb =2400 psi iii,{ (; ia 1 314" Micro =lams E =1800 ksi Fb =2600 psi lo' t' `1 2 11116" Parallams • E =2100 ksi Fb =3100 psi • 31/2, 51/4 & 7" Parallams E =2000 ksi Fb =2900 psi ' . 1 1.-Y39 2. When top plate Is interrupted by header, header shall have strap connectors to the top plate each end. Use•2 - Simpson MSTA24 connectors, UNO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and noted in the shear wall schedule. All exterior walls shall be con r sidered shear wails. g�llLD "1u Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common Q 6" oc, UNO. 8d common nails shall be 0.131" 0 x 2 1/4" minimum. 4. Floor and roof diaphfagm nailing shall be 8d common C 6 "oc at all supported panel edges and 8d Ig 12 "oc at intermediate supports. SOIL CONSTRUCTION NOTES • 1. • All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure =1200 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify al' dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of at! structural members during construction shall be provided. Any proposed field changes to have the prior arproval of Engineer. • CITY E OFTUKWILA J AN 2 5 1999 PERMIT CENTER Pcicf-oole • 51 `1 c.0 IPA C. - 5 1 - 1 i 9 0,24 C3 4'73 4. 2, aiLwt. n20 kri G - toZ C S T V p3o 4 1 3 z z d o (-3) 2-60o z(81.�a�`' 33 i t o c- o Wit. 5; t loz3 4 G L) C1 0-144.c x... 7 0 Z3 'h L (0.3 G c Z D �L �IZ u.SS L-oLN. -o . p N /o no Ti z. 7 U �C-fs tJ 1.4- A cols YAK! t l•••". 1 -1 — " `? k/6 4 7 _ c(4-1-5:(‘‘ 1' 2 --- 38 0406 tt._z\ vv J 11 7 Iftmws 02 LI)4.(1 c � L = 7 0(i)- 3 ‘z- (I L Y .!A u i 25954 130TH PLACE S.E. P.O. Met128 Ub R . HORN ASSOCIATES KENT, WA 98064 -5102 PHONE/FAX (253) 631 -5353 11. 146 4-Co 1)2. 14 1> 4 4.- Q `4" . /G 2 - Ce ;"< 4-0 3 -r- (- ss vim' -o cam, P.� --CrIs 6-4 P oNt G orC3 c fl a ct •J 6 – � �8 ' CZ no c", (0 Z 6 7-.-st,,(..)r VA S _ - Y z (3 9 •� 1z. 14 t t�.s7 4-74 Z pit 2375 6 (42,r 1- - t3 - 7e' L o_s .� 4x� *'20} w ,- /b o y am. - - ( Z 8 6_930 to. ('Z' (to(6.-• 35 = icf; 8vD(1, (;. t , l - Z,L Lx.) 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SP r2A, w /.L` U, 2 $N. cZ 9 an (s) z ( v z_} ��� 2 3 � - 7 2 <ccg- 4 5 (4ov� (s 3 2 240 4 7c. c° iYz"--• Cf:/It 5 42 17 5 z 2:3 ~ LOA • L ` R1 cJ c 1C u- = 2c '24- 30 cpj V l�S `?%-/ 2-co = 1 ,,13 e 13,5 1 (Z F-oo - i v.- C. Oct f--. .oac.. LD 12a Lo`L _ ., U.) ��t IPS a. L. L . . (nor FRAMING PLAjs - 'E' ELEV TIzUSS NOTES 'INSTALL. I.12S S.F. • fC1LJM.. VENT AREA • 44 01.111L, V • no-m e 14 /Pa i 4a IO'5c2 i(,'..jj 'JOT SOFT Ova,. SEE- SHEET No tftor Eon I TIE SCHEPU LE. 5' -P' I 2 \ L _ O 4 ' - L_ L- -1 L -1 1 391- I _t,,'.., HF2 rLOOR J01SM (TYPICAL) 1• I� PD5T T SUbF 1 1 —1 - --f + --' AeU4 M /(t) / eoLIS To /OFT # fia's.A• $ol.T ("SUNK EN FLOOR. "--) L SEE SHEET NOl,, •OF FOIL IiOLPOWN SCHEDULE 15' -O' 5TARr ▪ LAVouT PIERS - IW".If .e (ExGErT NOTED) 4f /US1S - HF2 (4•4 & BEAM SPIES) 4 r rt!? c BEAMS —4.4041414 EricErTI4HERE sore° fOUND•TION VENTS -Ki wc:(IO REQ'P) tURN JQi51 4 GHN V -O• FOR Ir /P 5' -d' I m . - p - '-I FRAME oven I S UNKEN F{ Q5Ts II-S 5'-O' � FUFNP .E -OUT Sr1I -�J cO —hi I I ^ Iz' SLOPE 3 TO DOORS • FoFL vp.AINAGE 0 o LINE OP FPO. FOIL I I 2-CAR 6PR q "GONG• SLa5 I I I CONT. If." n C' rooTlN/s r1 2 n go • r • I i • 3 • C INIVOW/1140404, y' V9 VALLEY BEAM UR LEFT; � O tl:— TJ.eeem" v9.20 Serval Number 708040314 2 Pcs of 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 ` eEAMUSA 1111 1/3/99 9:24 04 PM Pepe 1 of 1 Bind Cod* 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 n 13' 6" :n All dimensions are horizontal. LOADS: — Analysis for BEAM MEMBER Supporting SNOW Application. Tributary Load Width: 1' Loads(pst): 25 Live at 115% duration, 10 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Snow (1.15) 437 175 10' Adds to Tapered(plf) Snow (1.15) 67 to 0 26 to 0 0 to 13' 6" Replaces Tapered(plf) Snow (1.15) 90 to 0 36 to 0 0 to 10' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 756 / 337 / 1093 Blocking 2 2x4 plate 3.50" 3.5" Right Face 584 / 271 / 854 Blocking ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1056 850 1596 Passed(53 %) LT. end Span 1 under Snow Roof loading Moment(ft-Ib) 3080 3080 4284 Passed(72 %) / MID Span 1 under Snow Roof loading Live Defl.(in) 0.230 0.439 Passed(U686) MID Span 1 under Snow Roof loading Total Defl.(in) 0.335 0.658 Passed(U472) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL:U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 11' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger Joints significantly reduce member performance and have not been considered. PROJECT INFORMATION OPERATOR INFORMATION: ..DREAMCRAFT R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyrcht o 1998 Dy Trus Jost MacMllan, a lamed partnership Boise. Idaho, USA 7J-Beam"' a a trademark of Trus Joist MacMillan Product Diagram Is Conceptual. T.•ewm^' v5.20 Serial Number 705040314 eEIMAUSA 1111 1/099 7:51.15 PM Pape 1 of 1 euad Code. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dimensions are horizontal. GOADS: •Analysis for BEAM MEMBER Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 10 Dead, and: TYPE Uniform(plf) Uniform(plf) SUPPORTS: 1 2x4 Stud Wall 2 2x4 Stud Wall DESIGN CONTROLS: MAXIMUM 3840 15519 Shear(lb) Moment(ft -Ib) Live Defl.(in) Total Defl.(in) INPUT BEARING WIDTH LENGTH 3.50" 3.5" 3.50" 3.5" DESIGN 3325 15519 0.482 0.655 B10 OVER DINING ROOM `.:) 5.5" x 11.5" 1.6E SOLID SAWN DOUGLAS FIR #1 1! n. 0 CLASS LIVE DEAD LOCATION Snow (1.15) 150 60 0 to 16' 6" Fioor(1.00) 200 50 0 to 16' 6" JUSTIFICATION Left Face Right Face CONTROL 4122 15684 0.539 0.808 16'6" CONTROL Passed(81 %) Passed(99 %) Passed(U402) Passed(U296) PROJECT INFORMATION OPERATOR INFORMATION: � DREAMCRAFT 1814.— Tributary Load Width: 1' APPLICATION COMMENT Adds to Replaces REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL DETAIL 2888 (S1.15) / 1031 / 3919 2887 (S1.15) / 1031 / 3919 R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copynght 0 1995 by Trus Jost MacMalan a ImAed partnership. Bone. Idaho. USA 7J-Beam'' is • Uademan% of Trus Joist MacMillan OTHER Blocking Blocking LOCATION LT. end Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading Product Diagram Is Conceptual. - Deflection Criteria: STANDARD(LL:U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 9' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. L ill u l ✓ _ (Z)(t cosh (a (5 7-: 7 C' crj (07.s 4.3 coNNtitheAfiv. J 15 MSTR BDRM AT GARAGE CANTILEUR TJ.ea.m' 4.20 Serial Number 706040314 1.5" x 9.25 " SOLID SAWN HEM -FIR #1 @ 16.0" o/c eeAMUSA 1111 11699 11.27:35 AM Pap 1 aft Buie Cod. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension a 12' 1� �2 I n. ,n s„ 5' g" i 4' _' Product Diagram is Conceptual. LOADS: Analysis for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition SUPPORTS: INPUT BEARING WIDTH LENGTH 1 2x4 plate 3.50" 3.5" 2 2x4 plate 3.50" 3.5" DESIGN CONTROLS: MAXIMUM. DESIGN Shear(lb) 276 215 Moment(ft-Ib) 573 573 Live Defl.(in) 0.069 Total Defl.(in) 0.083 REACTIONS(lbs.) JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER Left Face 316 / 57 / 373 Blocking . Right Face 448 / 103 / 551 Blocking CONTROL 694 2142 0.207 0.415 CONTROL Passed(31 %) Passed(27 %) Passed(2U999 +) Passed(2U999 +) - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U480, TL:U240), Additional checks follow. Left overhang(LL:0.2", TL:2U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 22' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include alternate and adjacent member skip loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. - Right overhang exceeds 1/2 of Span 1 PROJECT INFORMATION OPERATOR INFORMATION: �OR EAMCRAFT 1814. R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyright 0 1995 by Trus Joel MacUllan, a limited partnership, Boise, Idahc USA. TJ•Pro^' ins TJ- Beam*' are trademarlu of Trus Joist MacMillan LOCATION RT. Overhang under Floor ALTERNATE span loading RT. Overhang under Floor ALTERNATE span loading RT. Overhang under Floor ALTERNATE span loading RT. Overhang under Floor ALTERNATE span loading OT"v7.4weielow F /J( SLR JST UNDER UPPER FLR WINDOW C'PLE 2 Pcs of 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 TJ t8eem^' 420 Serial Number. 708040314 eEAMUSA 1111 118199 2:83:33 PM Pepe 1 W 1 eu d God!. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension =14' 1I ;n 12' a 2' LOADS: - Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1' Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Snow (1.15) 714 286 14' Adds to Uniform(plf) Floor(1.00) 52 15 0 to 14' Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE / DEAD / TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 313 (F1.00) / 68 / 381 Blocking 2 2x4 plate 3.50" 3.5" Right Face 1271 (S1.15) / 508 / 1779 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1156 1089 1596 Passed(68 %) RT. Overhang under Snow Roof loading Moment(ft-lb) 2313 2313 4284 Passed(54 %) RT. end Span 1 under Snow Roof ALTERNATE span loading Live Defl.(in) 0.095 0.200 Passed(U271) RT. Overhang under Snow Roof ALTERNATE span loading Total Defl.(in) 0.116 0.215 Passed(2L/445) RT. Overhang under Snow Roof ALTERNATE span loading - Deflection Criteria: STANDARD(LL:U360, TL:U240). Additional checks follow. Right overhang(LL:0.7, TL:2U240), - Bracing(Lu): All compression edges (top and bottom) must be braced at 16' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Alternate member loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION � DREAMCRAFT 1814 OPERATOR INFORMATION: .� HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Nr yia,14 la 2 jk (S n 4 Gapynpht o l99e oy True Joat MacMillan, a Iwnaad partneren'c Boise. Idaho. USA TJ•Pro" and 7J- Beam" ere trademarks or Trot Joist MacMillan. Product Diagram Is Conceptual. CliwNtiffarAiv. TJ.Seem^ MS,20 Serial Number. 705040314 RE MUSA 1111 116199 3:06.47 PM TYPICAL UPPER FLR JOIST C 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 @ 16.0" o/c Page 1 or 1 Rued Cafe: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension • 14' 12' a 2' Product Diagram Is Conceptual. LOADS: Analysis for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(plf) Snow (1.15) 325 130 14' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD / TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 322 (F1.00) / 46 / 368 Blocking 2 2x4 plate 3.50" 3.5" Right Face 949 (S1.15) / 314 / 1263 Blocking DESIGN CONTROLS: DESIGN CONTROL CONTROL LOCATION Shear(lb) 750 689 798 Passed(86 %) RT. Overhang under Snow Roof ALTERNATE span loading Moment(ft -Ib) 1455 1455 2464 Passed(59 %) RT. Overhang under Snow Roof ALTERNATE span loading Live Defl.(in) 0.120 0.200 Passed(L/214) RT. Overhang under Snow Roof ALTERNATE span loading Total Defl.(in) 0.145 0.215 Passed(2U356) RT. Overhang under Snow Roof ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U480, TL:U240). Additional checks follow. Right overhang(LL:0.2", TL:2U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 7' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Alternate member loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION �DREAMCRAFT 1814. OPERATOR INFORMATION: �R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyrghl0 1993 by True Joel MacMillan a Imaed partnership. Boise Idano, USA TJ•Pro' and TJ.Beamml are trademarks oI True Job: MacMillan. * I • M A I N FLR JOIST UNDER ENTRY CLOSEN....; " x 7.25" 1.6E SOLID SAWN DOUGLAS FIR #2 TAloam" ' e8.20 Serial Number: 706040314 3.5 BU,MUSA 1111 1/7/99 1:46:23 Pti Pap 1 of 1 Build Coder 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED SUPPORTS: 1 2x4 plate 2 .2x4 plate INPUT WIDTH 3.50" 3.50" DESIGN CONTROLS: •MAXIMUM DESIGN Shear(lb) 1802 1451 Moment(ft-lb) 2710 2710 Live Defl.(in) 0.031 Total Defl.(in) 0.042 PROJECT INFORMATION CONTROL 1607 2905 0.139 0.208 4 51 4' 6" LOADS: ...Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 9' 6" Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 1142 457 2 3" Adds to BEARING REACTIONS(Ibs.) LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL 3.5" Left Face 1426 / 456 / 1882 3.5" Right Face 1426 / 456 / 1882 CONTROL Passed(90%) Passed(93%) Passed(U999+) Passed(U999+) DETAIL OTHER Blocking Blocking Product Dlagram Is Conceptual. LOCATION RT. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:L/360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 29' 11" o/c unless detailed otherwise. • and positioning of lateral bracing is required to achieve member stability. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes, See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. OPERATOR INFORMATION: R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyright 0 1998 by This Jorst MacMillan. a !mead partnership, Bose, Idaho. USA. 7.1-Prom an TJ-Eleamfw are trademarks of Trus Jost MacMtilan Proper attachment C F/J 2( AIN FLR JOIST SUPPORTING CORNER (Y 'CLOSET 5.5" x 7.5" 1.6E SOLID SAWN DOUGLAS FIR #1 T.j a mmi" 0.20 Sara Number. 705040314 BEAMUSA 1111 1t71% 1:55:21 PM Poe 1 W 1 Build Cad*. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 t LOADS: .,Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1' 4" Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 1428 572 2' Adds to SUPPORTS:. INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 1424 / 579 / 2003 Blocking 2 2x4 plate 3.50" 3.5" Right Face 537 / 224 / 762 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1990 1933 2338 Passed(83 %) LT. end Span 1 under Floor loading Moment(ft-lb) 3520 3520 5801 Passed(61 %) MID Span 1 under Floor loading Live Defl.(in) 0.116 0.322 Passed(U997) MID Span 1 under Floor loading Total Defl.(in) 0.164 0.483 Passed(U707) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 145' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: — IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION ..� DREAMCRAFT 1814, OPERATOR INFORMATION: R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 10' Copyrrpht 0 1998 by Trus Jort MacMillan, a Imllad partnership, Bow. Idahc. USA 74-Prom and TJ.Beam" are trademarks o! Tnts Jour M4cMllan. Product DIagram Is Conceptual. \A/ N = So 'M W t 4-.)D — Pqs z - !_-x 'as i• fz \c./1 0..9 — ( i ) (5.4S a -C _ "IL L3 .Z PS c_ u P\L L .wA« -20 k= ...rrYry Veaau +M1l�4bM'F�tll+li�.m'lM1UK911�'1 c lw-__ 2p C 1 s > = g'3 C C ST) + A c x T w Lam. s s co,t z_ca p - v Ki Cc, 1 C-A-L e(1) (t 3 ."2. Lwr& F- r 1200c- '-7(t4-' t3.* •��l -L go(� Z R. HORN ASSOCIATES 13. 4- fS (z2k (3.14 A • r L W c ; c. � 4 o C (I 3 , 2) u P r t PL,. e.00v ate Fo x(� • 3 ( -A- - 7 C c3 34, A ct44 D Q .4 C t 4 L — ta c_ c?.3. y =(4 e3 F T o'P et 44 2 6 2 2-. I 3 l ( 35( te4 3 Z 2-q t7 4 ( `Z Zoe l2 S ZZ S.S -3 27b s — b 29.1 25954 130TH PLACE S.E. P.O. BOX 5102 KENT, WA 98064 -5102 PHONE/FAX (253) 631 -5353 :R/. pa-c w � - nr • L CA4) ,-o A. o A. 4 d ) bJ6'r Al E s at sw "NP C : 4Jt 0 ti • `'' ,Q'tti" it c .Jr- . . G ar (.4.•c:1---. � 7- -t +,%3. s . _..1 s,. % I-9-r. 0-` ;,/ (,) _1 5" 4 qy 5 .1 D $ ,,I.) c g 0 C '4'' o -- • . r I p 73Z 6 L 1 U 5 04.3 . ,..--. .2.... Z � I • -732, ...) \\ 60,2- 3 0 1 2' \ 1 /of ) e)72 ' i . I/ 5 ■ ii> !� j>. r / Vl Vn A;kA 0 ,Q ; j;o 0 �� �n �" 1 J 0 n erfn MARK • SHEATHING FASTENER SPACING GALL EDGES TOP AND BOTTOM PLATE NAILING/OR ANCHOR BOLTS FRAMING ANCHORS ALLOWABLE SHEAR NOTES • r> 7/16' MIN APA ' RATED SHEATHING Id ( 6 OC OR 16 GA a r OC .16d 41 r OC OR 1/2' A.B 4 4' OC . A34 C ie OC 200 PLF • 1/2' GWB BOTH SIDES Sd COOLER OR GWB a 7 OC 16d C r OC OR 1/2' A.B 41 4' OC A34 G ir 0 200 PLF . 1> 112' GWB ONE SIDE Sd COOLER OR WALLBOARD a r OC 16d C 12' OC OR 1/2' A.B it 4' OC AI4 C 24' OC 100 PLF I > 7/16' MIN APA RATED SHEATHING Id ft 6' OC OR 15 GA C S'OC 160 c 6'0C OR 1/2' A B a il• OC A34 4 16" OC 240 PLF 1 :› 7/16' MIN APA RATED SHEATHING lid C 4' O.C. OR IS GA a 3 1/2' OC 2.160 ft 5' OC. OR 1/2' A.B It 3' O.C. A354 12' 0.0 353 PLF 1, 2 7/16' WIN APA RA TED SHEATHING Id l O.C. 15 GA C 2 1/2 O.C. 2. 16d C 6' O.C. OR 117 A.B C 7 O.C. A35 C 12' 0.0 451PLF 1,2 ..................... NOTES 1 BLOCK ALL HOR:ZONTAL EDGES WITH 2X BLOCKING • 2 WHEN SHEAR/ALL IS 24' OR LESS IN LENDTH, REFER TO MNIMIN LATERAL RESTRAINT PANEL DETAILS ■•••■• s ..r.t el •oit fk. vvs Oar' • � c d -% /rt Y o sty T AB Z.3 (IS t . claY-C"r 3/4 li d sd 51,4 r-4.--c"-?_7‘„ NOTE SEE SHEET uCu +..7r '1 FOR c, ST Er 10 =1O'I1 L IVING UM:_ SEE OET■U., ON 5 NCET N•.1 bjRGGT V!_,41 P/P I,kcftLAJdfrr INSTALL PER; Iv&kn cv a rupM F6. DIREL'TIOWS 5' -9" FA MILY PO= Id -3" L- IMPACT BARRIE,. 1 t EL Er1GNTS 4 SWITCHES e" n1N. 5L. TO 41 FtiAro r...1t 6 d'. s tlu•or 9/e • T 7 PG rx 64415 COHIMON wALL5 CONT. TO UNDPJ -510E. OF RODE SHEATHING S LAN e- S5 I: 1 O.H.D. I NOW- e tftitIKIL. ( LU LING Of 2 - CP. fL - 6Ael►c,C X1111 8' -0" 20' -0' SEE VET. SHT ' 1 O.H. sr - 00 t o =o• 4&'a I" REGess MPNTLC 1 r• I it L74 LT 4'•2• j 4'•2." fi 3''�q' /a` ki.4' 3'/s.• 17 I II 4 " SUNK EN FLOOF 1*-- I TOTE : 2 "6 HF2 rLOo, .10 (I(, • o.G. (TYPICAL) - SEE SHEET NO4"aQf 7 fOIL HOI.QOWN StNCDULL J.1 T E : STARr LAYour • • • •....►iJ 5 F - - •... 1ia..► soLoo t_ • D) •u.N JOiSI's 4 CANT'L 2A-O• foot- f/f d-o { 4: =v 5' 0• t { 4' -0' { -O" 5'-d' '- ` 1 r ' — �_ L 4� L -1 L_1 L_1 • • 1O' -O" r. L_1 2 -4 LINE. Of O" I ON. FOA- 2 -CA R 6A-P. g "GONG. SLAke• SLOPE j' TO DOORS fop- PMINA(e. • r -4 � (OOTINv —� 8 r_ 1 • N F00 FIN• PEF wh.GR SPEc)5 5;0st44, PER 64. DE'S. sri 's . 1 44 r bIREGT %.- r/r W /,c)TIO,,LL TV N'CIJF e ,o 3` RI &HT SIDE EI..EVA.TIc)h1 1' 19' 0 or1 2 - SKY1•1611T F. FIND PER @A. PR'S .SPEL'S. SIDING PER CAWS. SPEC'S. S'— REAR E L E A/A :1 I ON1 1 ° Ii' o ' 1�?I►Ll. ALT. MST ATM 0\ �'T E N L. A rJ o L t s '1 t �-� Al C PL., , C 4 Lt 4 4 rT r>-- `r' D c- Tz u N D .t t H `'' S k) Co ` e C G,6441- C- 7r—, 441QZ _ c) 1 (4.0L S T-e_-x› --n N ( -- Lt-c) - t=c) Tc c 442_4_ t T 'r T O Lj'T �' �O�P L L- /, • `r L.r ` C= �t�, J C� i�✓1LGr� CYL '71. 1 t� 1 T, ` . L cp - f S -Cs� \ L1J c0 r- 4 - 11.-k-t - I c_Ex-ek-c c ‘S ?it 1.6 ( 44- 6-7 (S ST\ L.C.. r &isius le (4 C A .Yge∎Nit \. 1 L L- ¼:- c (=1 4 . ' dui L-K-N t3 t' f■.tiU Or F j�'^ �N 1'1/4-t Li-t- l I II - n-k t r.1 'Tl--l�: �1 L L C X.�� F4�V LET LCD H O L 0 Q a -- '-C I r A "T - 5 PjV`.., c-- R. HORN ASSOCIATES KENT, WA 98064-5102 PHONE/FAX (253) 631 -5353 pININt, jooM NI S!E DETAIL. ON 3H GET N•1 MIR MIN FA MILY po DI* LI' VENI P/!; I,kcttahlrir INST#'6. Pea ./IMtcty m&ut.QMFb. DILEGTIOMS I L ING o ► Ft�vF ADc . MIPAGT BARRIER ELEMGNTS Su1TCHE5 RS' MIM.P.BCNE !LAD TJD4, Lti'Auw:#4.11 ••••■ S/e • COP IMOI4 WILLS CON? TO UNDEF -510E Or ROOF SHEATHIN& L, * K S I: rtukreirtc, rM rn' lag- vs Not * tm "cx- I. 1 e•1• o.H.c I I e• 1.O• H.D. I ( I mom eer►RtNL ; I GOLU►gN I I • See 0E.T.3H1'. •7 t I S DET.3H1 •1 LING Or ?• D.H. 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CN) Cr et I (.1 rn ' NO Ad c M '8 8 2 Q ` 5 ).1 r ii_ \ rz - 45 - 0 \O ...ti<I44t Ck.) -- (41 . . r : . ..:.,_ , • it I • . _ L . . - • _ . 2zss iLs-5 ..._ • ,6,3 .....- 7...2Zix • ). !J.{ . Z $ 64. „, . 1 /of 1.. . tO■ I. V1 V ? 431 A 0 '� Vj p� 0'Q \Akt •■•••••■••=11. 0 0, 7D Pa-aDi At/ r i stit 6 Oa FV N-0 V1Z■ t.. L- ct Al> Lt s Air t.vcrk strz 15 C...0vv CUJN -r4 C ;OD 11... W, run" • p c,' obi-.43 - ; • g • 3! it • • f o 5-rg ■ t i-ct# 1 Jii PlAri ELI A). A • • /ALL ROOF SL miff WHERE • ... .. • PROJECT NUMBER 2359 20 May 1999 CLIENT HL1iVI' _)� a ,. ILL — J .�JJ J J� I J � � CONSULTING ENGINEERS : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 ATTENTION : Bill Babb REFERENCE : Allentown Development along 46 Avenue S, Tukwila SUBJECT Seismic investigation INTRODUCTION The purpose of this report is to present the results of a geotechnical investigation of the foundation soils for the new houses to be located at the Allentown Development along 46th Avenue South, Tukwila. Geologic research presented in the USGS map of Seattle and vicinity revealed that the vicinity of the site is covered with alluvium from the nearby Duwamish River. The alluvium is the result of flood deposits accumulated since the last glacial period 13,000 years ago. The depth of the alluvium deposits at the site is not known. HEMPHILL observed the excavations for foundations for several houses in the OBSERVATIONS The investigation and report were authorized on 10 May 1999 by Bill Babb of Dreamcraft Homes during a phone conversation with Dale C. Hemphill of HEMPHILL CONSULTING ENGINEERS (HEMPHILL). development, and several test pits at the site. The exposures revealed that the upper 4 to 6 feet is a dense sandy silt capable of supporting footing loads in excess of 2000 psf. Underlying the silt is a dense fine to medium sand. Groundwater was encountered at a depth of 8.5 feet at the north end of the site, and not encountered within 6 feet at the south end. D49- co' S page 1 of 6 pages 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 644 1080 FAX 425 - 643 -3429 dchemphill @msn.com PROJECT NUMBER 2359 The first concern when placing buildings over alluvium is whether the soils have the necessary bearing capacity. Other concerns with placing buildings over alluvium are the potential for seismic shaking to cause settlement, or loss of bearing due to liquefaction. HEMPHILL inspected the foundation excavations, and several test pits in the vicinity of the site, and observed that the soils in the upper 4 to 5 feet are dense silt. HEMPHILL conducted penetration tests and probing and determined that the silt soils are capable of supporting loads in SEISMIC EXPLANATIONS The vibrations caused by an earthquake create lateral and vertical forces. Since a force causes a mass to accelerate, then the seismic forces cause the soils to accelerate vertically and laterally. Those vibrations are created by P waves that accelerate back and forth and S waves that accelerate up and down The waves accelerate to a The Puget Sound area has been listed by the map of seismic zones as Zone 3, which can have earthquakes with intensities of VII or greater. The average seismic coefficient presented for a Zone 20 May 1999 SEISMIC COEFFICIENT for DESIGN PURPOSES page 2 of 6 pages excess of 2000 psf. Underlying the silt is a dense fine to medium sand. HEMPHILL observed several older heavy masonry buildings in the vicinity of the site that show little or no evidence of settlement. Many homes in the vicinity probably existed during the 1949 and /or the 1965 earthquakes, and show no evidence of differential settlement. The streets are fairly level and show no evidence of differential settlement. maximum velocity, and then decelerate to zero, then reverse and accelerate to the maximum velocity in the opposite direction. The forces created by the earthquake cause the acceleration and deceleration of the mass of soil. 3 classification is 0.27. According to some publications, that number is low for poor soil conditions and high for good soil conditions. PROJECT NUMBER 2359 Some experts state that the seismic coefficients have no basis from experience, and therefore are arbitrary. It is not appropriate to assign the same seismic value to an entire region of the country. HEMPHILL estimates a seismic coefficient of 0.20 for this site, which is recommended by some local building departments. The source and accuracy of the recommendation is not known, but the values have been accepted as standards and are considered acceptable for engineering purposes. A higher value might be appropriate where a slide might be life threatening, which SETTLEMENT from SEISMIC CONDITIONS Granular soils that are deposited in nature are generally loosely placed either by water or wind. Granular soils are sometimes loosely deposited by man in uncontrolled fills. Such loosely deposited soils have fairly large void spaces, sometimes called pore spaces. As more soils are deposited the loose soils will be pushed closer together until the soil grains contact each other, but not necessarily in the most compact condition. As the weight of overlying soils is increased, the contact force between soil grains increases, and the grains have more difficulty sliding past each other to become more densely packed. 20 May 1999 is not the case at this site. page 3 of 6 pages The seismic coefficient is a mathematical convenience, which is the acceleration of the soil mass compared to the acceleration of gravity. The true acceleration used to calculate the soil forces is 0.20 x 32 ft/sec/sec = 6.4 ft/sec/sec. The weight of the soil can be converted to mass (slugs) by dividing by 32 (acceleration of gravity), and then the soil mass can be multiplied by 4.8 to determine the force, but it is mathematically convenient to just multiply the soil weight by 0.15. That resistance of the soil grains to sliding into a more dense condition is the frictional resistance of the soils. That frictional resistance is one of the conditions that gives soils their strength to resist shear failures as heavy building loads are applied. The other condition that gives soils strength is cohesion, which is a sticky condition generally associated with clay and silt, and is nearly non - existent with coarse granular soils. Fine and medium granular soils are held together by dampness between the grains that bonds the grains like a 'weak glue'. PROJECT NUMBER 2359 That bond between the grains can be lost by drying the soils, or by saturating them. That condition is well known by children playing in a sand box, where dry sand cannot be formed or molded, damp sand can be molded, and a molded sand form can be destroyed by pouring water over it. That water 'glue' is called capillary tension, which can only exist in granular soils when they are damp, and cannot exist in dry or saturated granular soils. That capillary tension is also what holds together clay soils and makes them sticky. The smaller the soil grains, the greater effect that a water bond has between the grains. Unless an extremely heavy load is applied to the deeper granular soils, the intergranular friction, and sometimes the capillary tension if the soils are damp, prevents the soil grains from sliding into a more dense condition, and they LIQUEFACTION Another condition that occurs within loose,granular soils during a seismic condition is called liquefaction. Liquefaction occurs two ways; by rising groundwater creating a 'quick' condition, and by trapped porewater reducing the strength of the soils. When granular soils that are below the 20 May 1999 remain relatively loose. page 4 of 6 pages If an earthquake suddenly jars the soils, the friction forces will be temporarily reduced, and the soil grains can be forced into a more compact condition when the weight of the upper soils is reapplied. As the seismic vibrations cause reduction and reapplication of the friction forces, the volume of the existing voids will be reduced, and the soils will settle an amount equal to that reduction in voids. That sometimes causes a large area to settle an equal amount, and differential settlement can be minimal. Differential settlement of a structure can cause structural damage, and differential settlement outside the structure can cause external drainage and sewage lines to reverse flow, or can stress utility lines to the rupture point. groundwater level settle quickly during a seismic vibration, the groundwater that filled the void spaces of the loose granular soils is displaced and forced to rise. If the groundwater rises fast enough in more pervious soils, and can rise to the ground surface, then a 'quick' condition occurs. EILEMPEEELL �� PROJECT NUMBER 2359 A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced load bearing capacity by losing frictional contact between the grains, and by losing the capillary tension bond. The 'quick' condition is also caused by increased pore water pressures that prevent the soils from maintaining frictional contact. When the sand grains have reduced friction caused by a vibration, and attempt to move into a smaller space, they are resisted by the porewater that hasn't been able to seep out of the pores as fast as the soils are settling. The soils are then supported by Because the upper soils at this site are not granular and are relatively impervious, water that is displaced by settling soils would not be able to rise to the surface to create the liquefaction conditions at the surface. 20 May 1999 CONCLUSIONS page 5 of 6 pages the porewater which acts like small hydraulic systems. Of course, water has no strength to resist shearing, therefore the porewater and reduced soil friction combination will fail under the imposed loads of the upper soils and the structure. That type of shear failure generally occurs under narrow footings that are near the ground surface, causing the structure to tip over. Structures that cover a large area contain a large area of the soils with a higher pressure that resists the quick condition by preventing the water from rising, and by exerting enough pressure to maintain the required friction to hold the soils in place. If shear failures do occur around the outer edges of the structure, the large middle portion of the structure will still retain its integrity. Because of the density of the soils at the site, any seismic settling would be relatively minor. There is no evidence that settlement has ever been a problem in the vicinity of the site. Be cause the groundwater is fairly deep, ere could not be enough settlement to force the groundwater to the surface, e ven if the upper soils were all sand. • . • page 6 of 6 pages • - HEMPHILL concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensi • • . • " • • , • „. • • • . • • " EILMIYEEDNETIEN t` 18 BLA No, t96 -0077 (Allentown) w construction, single family residence F urnace: Armstrong GUJ07514 60,000 B aterheater: Bradford White 40 gallons K itchen, Kenmore 280 CF B athrooms and laundry room, Nutone 370 W hole house fan, Nutone OT130 110 CFM 5 sones RECEIVED CITY OF TUKWU.A JAN 2 5 1999 PERMIT CENTER Ciiy of Tukwila Department of Public Works James F Morrow, P.E., Director NOTIFICATION OF UTILITY PERMIT ACTION John W Rants, Mayor Public Works Engineering June 1/, 1999 Dreamcraft Homes - New SFR 12011— 46 Ave S. Lot 18 Permit No: D99 -0015 Contact Person: Vickie Martin Phone: (253) 859 -9697 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JUNE 11, 1999: Allentown Water Connection Fee $4,166.40 Allentown Sewer Connection Fee $7,641.90 3 /o" Perm. Water Meter $260.00 Land Altering $60.50 Curb Cut/Access /Sidewalk $25.00 Storm Drainage $25.00 Sanitary Side Sewer $20.00 TOTAL: $12,198.80 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /ji CF Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with a copy of application) PERMIT FEE { 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax: (206) 431 -3665 March 26, 1999 Vickie Martin 215 East Meeker Kent, WA 98032 Dear Ms. Martin: City of Tukwila Department of Community Development Steve Lancaster, Director 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 review 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. CORRECTION LETTER #1 Development Permit Application Number D99 -0015 Dreamcraft Homes 12011 46th Ave S Sincerely, VLGiI/� ^ renda Holt Permit Coordinator encl xc: File No. D99 -0015 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 DATE: PROJECT NAME: PERMIT NUMBER: PLAN REVIEWER: 1) Revise direction of North arrow. March 19, 1999 Dreamcraft Homes, Lot 18 D99 -0015 City of Tukwila Department of Public Works PUBLIC WORKS DEPARTMENT COMMENTS Ross A. Earnst P. E., Director Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. John W Rants, Mayor 2. Applicant's proposal for Lot 18 of Klinker BLA doesn't match the approved master grading and drainage plan prepared by JJR Engineering and approved by Tukwila Public Works Department on April 23, 1998. The approved master plan calls an existing garage to be demolished. Garage demolition requires a separate demolition permit, please contact Brenda Holt, Permit Coordinator, at (206) 433 -1670. Please have your engineer, JJR Engineering, prepare a revised master grading and storm drainage plan reflecting proposed changes, recalculate flood storage volumes and earthwork. 3. Please specify cubic yards of cut and fill associated with earthwork for Lot 18. Your site plan for Lot 18 shows the property facing 46th Avenue South, however per approved BLA Lot 18 is behind Lot 19 and is not facing 46th Avenue South. 4. Submit Metro Residential Sewer Use Certification form is attached. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 5 Submit a composite utility plan for Lots 18, 19, 17 and 16 to reflect 20 feet wide private easement for access and utilities, 10 feet on each side of property line. Specify size, slope, length, pipe material for sewer and storm drainage. Show stationing of existing sanitary sewer and water stubs off the mains on 46th Avenue South. O ne hundred -fifty feet is the maximum length of 6" sanitary side sewer. All side sewers shall h ave ° °clean outs located at one hundred foot (100') intervals at property lines, and at termination of the sewer at the building, and at all vertical or horizontal bends in the pipe on ninety degrees or greater. Water: meters' shall; be located along 46th Avenue South at the property line. Y our Lot 18 site plan shows water main on private property and there is no continuation of water line shown on Lot 19 site plan. There is no continuation of sewer and storm drainage lines from Lot 18 . through Lot 19 : shown on Lot 19 site plan. ,InC�Ot �l L:, r1C; Ac�ju�� men h Into. LC( Lo - 00711: ( Cc v (S w-er fn r..lumbe✓ Ggo1 [� C75 • 361 aoq 1 : o�6 L ; 1u , , clfi 6 :rSlcr. , 5 , C hl ill r 6c663 �r:� l Add a -+ L CA :\ - t lc, ��� ►� �b �c rbcr,c� . pwJ ihereoF rtcorbeA 07 Niolu • 6 GO0Ohs CI OFE TUK C WILA JAN 2 5 1999 PERMIT CENTER y1q-oors •CT,I.VITY'NUMBER. D99 -0015 DATE: 4 - 7 - 99 'PROJECT NAME::; bREANcRAFT HOMES Ori ginal Plan Submittal ': Responseto Correction "Letter #' Response: to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: Buil mg Division E Fire Prevention U AW e 21z-lq ,3u,G z Public Works Structural etwb 0-11 DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 4 - - 99 Complete 2 Comments: TUES /THURS ROUTING: Please Route (X Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 ?ermi &w a PLAN REVI W/R TI SLIP Incomplete Plann Division 2/x.. 41 Permit Coordinator it Not Applicable ❑ No further Review Required DATE: DUE DATE: 5 - - 99 Not Approved (attach comments) ❑ DATE: DUE DATE: Not Approved (attach comments) ❑ C is! oord. Co pq PLAN REVIEW /ROUTINGnIP ACTIVITY NUMBER: D99 -0015 PROJECT NAME: ; DREAMCRAFT HOMES LOT 18 DATE: 1 -21 -99 Original Plan. Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After. Permit Is Issued DEPARTMENTS: Building Division 4Lt1G - Z —l2 P blic Wocks r ,s id � . Fie Prevention trucK U DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 1 - 26 - 99 Complete /'4 Incomplete ❑ APPROVALS OR CORRECTIONS: (ten days) Comments: TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: Approved Approved with Co ditions ❑ Not Approved (attach comm (.owecJj covvaoticii 14' aRt t Ie4 3 -u, • Qf REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved E \PR.ROUTE.000 6✓9B P anning Division ❑ Permit Coordinator' Not Applicable ❑ DUE DATE: 2 - 23 - 99 DUE DATE: Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: • CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Date: 41(tIqg 0 Response to Incomplete Letter Response to Correction Letter 0 Revision after Permit Issued Project Name: Project Address: Contact Person: Sheet Number(s) 4 ._ Entered in Sierra on 44k6E_____ Plan Check/Permit Number: pqq-0016 Prom aitft Omits Iwo 41. Av 6 Summary of Revision: fAsoas mack sik pick") put, w . FT tied 0,„4- meko "Cloud" or highlight all areas of revisions and date revisions. Phone Number: (5:3 S q Submitted to City of Tukwila Permit Center 3/4/99 • • • 18 ........ Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D99 -0015 February 1, 1999 Re: Dreamcraft Homes - 12011 46th Avenue South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. 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) The minimum fire flow and flow duration requirements 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) In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 1 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 Fire Department Thomas P. Keefe, Fire Chief Page number feet. 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 3. 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) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 4. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 5. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Detach And Display Certificate • Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES , , I REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ; REGIST # EXP DATE .:,dtot, .1o/oi/19991, EFEcTIVE ATE 03/01/1991 5-052-000 IVO) REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL • REGIS?. # CC01. OI*092DA 10 , EFFECTIVE DATE . 03/01/1991r. M J F HOLDINGS INC . • 215 E MEEKER': •• KENT WA 98032' • ' Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIESj Please Remove And Sign Identification Card Before Placing In Billfold , 1 LoT 10 1LA Jo, L- ooTI WilfrACQ.Afr 1.6 f?Sei - 11-Aid T44 Cri.E JO OT) E up.R Cif4) c14 r - • pitle Sew • C eina,A+ ;ewc c.4.e Afso‘k, I o h., ATE 1 50(k frce149 /NWT) tATtt-%1I ES Setutr 4" Pic 3 stc%: , 14q0St, - i2 S t4) Di 4-c H. *11 . — o ' '74 .52. l e)) \ I 2 011 46 th - ILI, 32' 25 .1.111■••••••••••••11 o 34 • 22 AVt AW, SOu.+4 45 A 6z aDC'\I C bcf - 1;ocq - Cf11 COOTIZACTort. $, Hot LL FOLLOW APPk 00 ED &WAD/ 04 laf. 13RA ifor6e: PLAK) DA 41z Aiob RE3viseo ofq 43;? 6 ttriF CKP ;N ((Aar , irerc,k rn 2 0 ii _.0 E < 5' o g. 0 -0 12 r • r CCOCArt4c_ - i . c '4 1.111.01.06110/11. ty3 (0' c rD „Tw r a - - 6 i t m— D D 0 e .4' 0 fa 15 = s 45, ij 115 RECEIVED CITY OF TUKWILA PEWIT: .r.E ENTER - EPA' 'or)16 2:12 1° it S1MIN6 PER $LDR.'s. SPec'S. 5 01 5 0 LEFT SJDE ELEVATION, 4' K/S TRIM hIREGT F/P / "I /OPTIONAL TV. NIGH (40 AT) 1 LtcIP( AUJAY GI? I'ktI RLr(I. '2 7. '(YP. 5IPIN(( PER ®t, DR'S sPE c'S Ix2 i-7/5 OYER. I.1 0 R/5 5 D 4 . 4 5. I i° • Orr.. 2. — SKYLI& Rar.mN4, PeR e. 6R's.SPE .'S. 1 REA - ELEVATI �Y.riWS..•r.. 2.xS51L4 w 1" STOOL SIDINo PER btrpl • S. SPEC.'S. 50 0I : t&_ ._ ..�.......,. 0110_.... _. -..�. .RMNMM.- Q C _ 4 ° 0••■0...11. Ad Iisma l/4" s 1'. l••••■•wrs Pr..AOIr -v FONT E.L-LVATIoN -'E' so 7° •iesd ° �:o.. GI/ 1 SIDE EI.EJVATION 0 I' -O :understand that the Plan Check approvals are .:blect to errors and omissions and approval of ans does not authorize the violation of any ;adopted code or ordinance. Receipt of con - 3ctor copy of approved plans acknowledged. BY 2e& Date Y Permit No L/ 'c _ COS "iRuh5 PLANS To 15?. 5u6 m arED \N e N - fR -46 ARE OEL.►VWD 1 $ 0 7 0 SEPARATE PERiiftl'!T REQUIRED FOP: MECHANICAL E LECTR ICAL PLUMBING :VAS PIP ° :_; IS i,. INST/.LL 4/ ALT. MST"- b,ATH CI�T��VILA JAN 2 5 1999 PERMIT CENTER &D C U) tics O u JOB NO. 1 717 NO. IBI4E 1 INi,LalJc I2I 1 10 VINYL LINE WITH r ouLTERINATE KITCHEN C^IISIN 171;W-4x v et4 F/F, LiviiturJ ay. ubC... !Ns1A-L-6 Pere MF6. 21R-E 51...,„, 10-3" II-o"LoNi6 1x ecce 48",(.5 24" OEs P REC ESS MANTLe o ' PANIC( R-EF 51 2.4" I St/ 12.4 124" 34," 1j2i,2 .76%. ic LICHEN CA-15INET EI,EVA1101 1/4".1'—e?" 1/4" w-P-47 4% 12. OF2 4°3 >co 12W sPAGE SIN 5 SEE SHEET 5 OF 7 Fog AA...TERNIATE G/8 ELEwknot.is *I SEE SHEET NO 4.0oF 7 FoR. S He.AftWALL HoLIDow SCH LAZY — 1 -4 5us"N I • I 4» DF2 5 St- pg. ALTERNA. K1 TC, PLAN , o 1 PHON rg0 V IDE ZS". $0" C 14.44 pININC9 ,^ FLU s H fc PF I Co" STEP PtH f U66 ico3, SEE DETAIL _ oN z SHEET No LINE OF F1,00g- 4% I 2 DF2 43 Z)4 ° 5H ' i [ QTV..R.NC) TR/44. aV ER- 4x 4 HoR.iz MULL-10N 4x 4- DF-z. o v ( (I / ).101.51.1.o 2.° g,t4p. H IND over- IV-O" 2.0 att. oil livflo P6 SI* 1 ZELIVAL5 roV I t $) IA I I-1 1- t%11 !PE 12. I Ee- I 003,3.1, CD AND I 50 ov dt e x iz orz e4--( A06,46` 4,...o.. a ,-06 • - /Oh I lir II LIP _ * 4)(12! j:22-10 I " 5 1.4 t.' IN FLOOR 50 41 4 — 1.F14 - E. 0 F F205 /Zi E a impAGT BARRIER 4% PF2 /.5.6.- 5* 4° x EL E riENT5 4 SWITCHES le" MIN . ApovE sum!, LAN seL. soz Nos,1- BerekRIN(, GOL-uivi SEE. PET. S HT. * F 0A 1 E ves TY PE. x &WE5P COFIMON WALLS coN T. TO UNDEILSIDE. OF ROOF SH EAT H IN& 4 1t e3 - 1°0 .D. SEE DST S Hi #• Wi re 20 30. POW DEF.— I 4!Q� G'1, ELEV. OPTIONAL 1V N E cP FIR EPL-AGE VV. 1 V 7 a H. 1:7 SEE PET. SHVi 1 MAIN - 0015 o II MA5TE. CATIf Cfi 4 ') J1311 L RECEIVED CI OF TUKWILA N 2 5 1999 PERMIT CENTER 1 FL. 9 s. UP- FL 830 5. F 6A-1 = 440 S. F ct-g.. tyARA6E 6940 s.F JOB NO. PLAN NO. ter INGLE.w0001 le) -17=1 W . . 1 c4 !R S ottjattiaia. Ma ,s.da t 6 4ET: two a-a to) CDH rtatiir 'i• fT• U s UA "aarles Gwr*dirx 4.) boo a• otv.. 2>l.13 4 \4.1.71 (hinYrofParst) 292 txos4 9.93 . Ali v 7 ib5I r_t 114 '.I_ 11R'IV W Woks (*%j4.) v . 0.45 11,, is &my* W21 1012 a" 44.71 Pi tf+or -DmiLS 41 O• K. 4 tilts( r at ►Masra3 j (ate) 1 , ”1.4(r1 I bu94It w -17=1 W . . 1 i ,....ar{ o INE1. ya F, a u a Li.. 111=11111111111.MEMI • �,.. _ippm, is --;.. .o - 21.97 n.. ",.. 4.cs1uWh INtt v L ( l±�)13 3o Mil 14633 .0 • *B2 larri 15o•3I Isi._ vholcows0.0.wwin i'i ► V . 5 Raw. 171'' Ell -- C0t,..4u0 10 i1., i\.. s14Yu , 15 7 WA 4.8 Em r ' I - 1 . • 17tapatAt. UMII4a43 '577 97 -17=1 W . . 1 o INE1. -- so 4 b.ca' MA 4 3.cM 20 =F' IRS la.. 1/ 1070 100 =nal wont- amornisrAmiumm 11•1111111 121 7 bilk 10 7 WA N. tfrnif 2 �4 '3 13 4f1 ■ aminarstattlasipeeds TABLE ■-1 Mara Ileums y.d0s v..ssdr walk► ..«+»•.•» Mal 3-3 ~ID sour v..t1.■ Row ..MM1a..a1s 1 1. MY lialOolOtoll sat M wood W atonal. wills ..MN.bS tab. 1M.. I TABU 3-3 1. For amok 0930.10 a0ow.sas..ct 10 MM boo W.I. 1. his. duos N ibis domfoof ra oaf .•,al•,d Wit Mw N Ws floc TA011 i. 77..4._ bwws.l howl Al fl000k a+se 041.1 L..4...o Lids.r. Smooth Due hula Duct 01...441 OY..w.r r r a• r M.al.s.m 20' 20' 1. For Mwp * ever 22 Mal bw..a11 dew dY...r Y.A. 1. ho Mora .a.....1w arm r.r. 3 bows. dud dY.wo 1 took. NO 14CO' 411ti HFZ I 4°1° xa LIVING 1241 4 r E.NTP-Y BELOW SEE SHEET NO.foAOF T FOIL. SHEAR WA.LI„ SGHCDULE 9 k7" I /41 V 4 ' HF2 4°4•x0 50 id .1 R4 5 Z ' eI -FO1!D ; I i ID�h 4 S.D. C110 :1) TER- R e Too aVE vR L' T 4x(0 HFR 2 RADIUS PICTURE 1xta H F2 1 AST E F- t561 F LOOf 1 9 F-OOr Rq 14' -O" RECEIVED CITY OF TUKWILA JAN 2 5 1999 PERMIT CENTER 28 oe z W z Q U� f 4 .� t o W � ft n W 2 co DRAW rq DATE S - 23 — 74 MEET NO OF 1 SHEETS: JOB NO. IIR14 i I 4° BYPASS aEI7wori Cox ID Del —� to'- IO /h /4c(Es amonyw WALL - �c Awl 4:415' •..■ "la1,411 iii ■uA.i 'ti: TU E PLATFORM _ -vERr vY) ►DOTE V- loth' 4 ACP H F2 4 °4 °XO to 0 2 � " Fa-M 4 ..'` F N T tz -'f 6ELOW SEE SHEET I.lv.60..oF - 1 FOX SHEAR WALL SCHEDULE Io - 1 � /�" 4 xto H F2 4 °4 °Ko 5o 2 -ADIUS PIC(UK -E 46 FS 4' -1 PHONE "Fl 1 - 4 1 / v ' I. 4 1 , I / . , OPTION,- UPPEF- PLOD. PLJ'N 1/ 4 00 X x vs o V WATEIL- ILESISTANT &we> TO * 10 "Ai3V. OR-AIN INLET 0 RECEIVED CITY OF TUKWILA ,; ,% iN 2 5 1999 PERMIT CENTER PLAN N0. IPyi 4 OPfoN IN&LEWOOD ' Po u1.1Da1 tON \J\TLM t KI *12.. . notto . g 4 Q Fr ® X50. '7 x U : 0.5 54 5,Y. KET E.A. vEN1'16 @ o. 55 5c cA. = 1.15 - - — 2= L , I d:$ 34 "x 30' ,r8 - n-115 {204 1 4' -o• 4' -O" , -4- - I - - - i 2%5 Nr L F :10I5? ?(( "_.(, !TTPlap,L) 5C4 w/(12) 4 d �.ii 16, d SUI5F R $Ox" GON(.. 4S FT G. IO 4xbpF2 I8 l9 "xa f.. 4_ ABU4 W /C2)'P2 "g e LTS To Fla BoL-T (o "SUkIk FLOOR- 15 , -4 tiT-I b81 —J r NOTE PIERS- I8 "x .16'x8" (ExGEPT fr •$ NOTED) POSTS -4x4 1-HF2. (4x( Ca BEAM SPL16E5) 1° BEAMS- 4x IO17F2 EXCEPT WHERE NOTED ;IN FOUNDATION VE-N1S- I(o"x Rea 'D) TUZ.N JOISTS 4 CA.NT'L v - d" FOR- FOP 4' -0" E' -O" 5' -C' i -± -+ -�— ---� -4- 1-- --t --4— _ I__ PF2 I- 114 /z 4 yYJ FRP.ME. OVEri UN KEN FL . @S'TAIg.5 J I if 12" leo" FUILNAGE BL.4 - OU'( � I- 1 J I/4" r- 1 50'-0" 5O' -Q 11 FOUN PAT ION PLAN r I (o' -O" L " GONG S LA SLOPE. 3" TO DOORS FOR DRAINAGE. FO TIN( _ (2) 5TN De CA. E-ND 8 1. 1 20' -0" ‚Icy" 0 14 CONT. I(a" x 8 I l e - � - -gi (2) ST} -t CA. E//la 4 4 RECEIVED ITY OF TUKWILA CA7y( aF �u���Ivl� 1\0)R0i1EDAN 2 5 1999 31614 2 i 199 ERMIT CENTER . ;, is omstON I i N� I' F ccr -° ° W e_` r. - u T imm. E ets O 11-4 J08 NO. PLAN N •. 1814 IN (,L,E L J _ i4t3 f? G • _ Ebb • FL .CS►.L Ts. ?Li 1J ! fat liii .,• to t�h —� L L J LJ .LoxI20FI 9x to OF '' /BC4( W /C12)ICo 2 l 21" PFSL. 2 x It3S BELOIJ IJINPO14 SIDES (4)2x .11 �Fit2 F LUSH r 2. 4" GAwrii.EVEP- 111 =1. 11 = =,1 = I1 =11C2I 111 44" GAN?ILf ; vE FRPME I'1 /Sf*i r 2.x 10'S Gr ICo ",.�, tJOTE 5TA(r( LAYOUT SEE SHEe,T NOto.oF1 FoR FL jam TIE SCHE®ULE _OPPEF- FIAMIN6 PLAN 1/ 4 11 =ILO 11 SOLID E3LOC I4-IN& E3EP R-I •L& -TYP 24 GAN1 E.VER- 1 ,1 1 s� REr, SPAGE I I i ty 2 &OtijS I-D =1 i t� I I 34.." 12" 3C,' J, ZAV' j,"5" LALY SINK 5uS AN I ,j 3°l r 2 " SO 1i4 3u" I Ro �` LP.z-r SU5t.N 1 J, AL -rEWNp.TE ItItGNEN Cfr liil t` LY I(fi'�l it��t141 L�'}'• JU l 2 i i999 RECEIVED CITY OF TUKWILA JAN 2 5 1999 PERMIT CENTER PLAN NO. 1 18 14 IN(,t- EIr.IOOD . :; iCffizOLt • ram yawn + ... _ S'OILIML3I •.+• 3QYL • '• ....:.••.■.■ : lTLE6 ,: YE yw2LTMo SILL PULTE . 340100 TO ¥UL Af SNI 4t. • o , ", wow- egtene 'fig+ 1..44,e,,' °'0V %0 1 ...„.„_ vae • e.te s -` . ib1Zr t4�t8Zr (a kaer • r� •.a. cy ,.,H . • ed0i•' E. R. ib 0 1" 1. -Aetr l ig ~ T • • *oo r COt1A.tA� N ezq aim= O '3 ' 8 fi5ance I MET SMICIAME '0ESZ S ci-3 YO - T_Z6 ET E or • ii7i SUrE 5.9. L7>6'�i00D iA -. OATS: I2 "o. EXTEND 2x 4 TAILS TO WALL, PIZoviD FUR..i iJG Fog R -30 INSU l.. Ex VEN ttttttt� MINIMUM! f11111•11111111 I IMMO 12 "O. H Vro. H. 24 "®' 18 "0 r FizfiRNlI■G PLfN -'E ELEV 1/4.i=1.-0" vENT BLOC TIzuss NOTES INSTf''LL (RAGE PER MANur. SPEC -s. - NO FIELD MOpIF (CATION WITH OUT DESi&N ENVJNEER:5 APPROVAL ENGINE F-ING 10 ft,LoM AN, APP°OvED FLANS ATTIC VENTILATION 1092 SQ. F`f @ I /3o0 = 3.coi 5.F. RE6p'0. Z8 vENT BLOCKS a .06,54 s. F. EA . = 1.83 S.F. 2vA6LE V ENT 1.12,5 S.F. a 2.25 S.F OR 7 licor VENT 50 . 50. !r1 2.43 S.F ACTUAL VENT AREA = 4.08 5.F I2 "4 H 18'D•H• l8 "o H. I & "o. H CI pY OF ?UKVJi .P Appo 'I ED JUN 2 1 1999 I '<Z}l : OF JAN 2 5 1999 PERMIT CENTER PLAN NO. 18)14- E INGLEWCOD flf.lo< •.• : :• ,Ii, ' YotLORI/ 32 : ) C*O*XQ* • EOLDdt. XOCOOli SOUS wael ti..w . ( �s �S Sas . °'0V %0 (-) . -. LSTA9 (b)*Oe .. • . . +$r • s ens .. Mw b - . . ti • • *oo r COt1A.tA� N ezq aim= O '3 ' 8 fi5ance I MET SMICIAME '0ESZ S ci-3 YO - T_Z6 ET E or • ii7i SUrE 5.9. L7>6'�i00D iA -. OATS: I2 "o. EXTEND 2x 4 TAILS TO WALL, PIZoviD FUR..i iJG Fog R -30 INSU l.. Ex VEN ttttttt� MINIMUM! f11111•11111111 I IMMO 12 "O. H Vro. H. 24 "®' 18 "0 r FizfiRNlI■G PLfN -'E ELEV 1/4.i=1.-0" vENT BLOC TIzuss NOTES INSTf''LL (RAGE PER MANur. SPEC -s. - NO FIELD MOpIF (CATION WITH OUT DESi&N ENVJNEER:5 APPROVAL ENGINE F-ING 10 ft,LoM AN, APP°OvED FLANS ATTIC VENTILATION 1092 SQ. F`f @ I /3o0 = 3.coi 5.F. RE6p'0. Z8 vENT BLOCKS a .06,54 s. F. EA . = 1.83 S.F. 2vA6LE V ENT 1.12,5 S.F. a 2.25 S.F OR 7 licor VENT 50 . 50. !r1 2.43 S.F ACTUAL VENT AREA = 4.08 5.F I2 "4 H 18'D•H• l8 "o H. I & "o. H CI pY OF ?UKVJi .P Appo 'I ED JUN 2 1 1999 I '<Z}l : OF JAN 2 5 1999 PERMIT CENTER PLAN NO. 18)14- E INGLEWCOD NOTES: !' /2" -'2." CONTINUOUS 11rd N D P - AIL,. gET u raN Gi i t.' TO WA. LL Ile GI.IrAI- -'r1P-X. Rise & M. lzt,iI`1 9 ", iiIt.i. 1- IpADg. m A' - A" - 2 - 2n 1O 5114N&E' .5 WITH 2x STR.ONGge.GK. - FIRE5L.O STAIRS ONCE IN MIDDLE OF R.UN BETLJEEI.1 sTRIN!2ERS 4 - RUN BETWEEN STUDS. - USEABLE SPADE UNDER. STAIRS TO BE I -HOUR- FIE C NS T. Sib" TYPE' X' &We, T.■PLED 4 FINISH ED. TYPIC L STA- IfZ SECT 1/2''= I' -O" N. 4 ,11 CURD MIz Lie6 sue, Sin 4 - DETAIL HMI et. USED w /QAttl. .(mil Wog ove,FcrtAwLmoAci. frt. Io trf FLHI i I.tio Slu. - Mis'MLL 9Y CUK1114 e. ft y. folks Go11TIII11oL15 T° FZ dEAbfs. warp rult 014 F,ATW g14ET+IIa� WHIR. 1,4 /o 8d1lsns €304. to4. -*ALL 5,14 x 1' 0P' 2- ZxSTUDS (r1/NI 4414.1. EA. s "ftV) ( )_LATh4ALi rtl;•LITAIL .4t-5o tii.4I1 -1 l� ocry LtL.t. ‘tit-LT io f 7 VELUX mounting bracket VELUX sop roofing 5 /b "G1W6 SOLID pal. K 14 1 lox10 PEI MIN. 5/4' G LEPAT5 POST/ e'E. 11 =.. 2x 12 RAFTERS 2 4 "o.a Q.SO INSULATION 4 f'a INSULATION 5AFTLE TO MAINTAIN ("MIN. AIRSPAG VENT BL SKYL_I&H SAL EXTEND TRUSS Tf►IL5 TO 21 F - AFTERS Lomb &LA7.1 6M 1D 12.P1 ,r 1411f-ii) 514,91,4 L -oAt7S L$ C>40 ICA 4 Src 40`1,S 2x1 L--6A RAG NAIL I. GOVT. M16.RO -LAM C3M 5 /g " TY PE 'X'(� WE C GAR.A6E SRS (OrtioN 1. 3 %bx 10'/z &L6) TO UNOERSIDE.. ROOD sHEATHIN& °Sb w /IO4 4 "GONG. S LA9 40- 0•i._EMESj SL.O P E . TO :RaN1 12 o.c.IN FIELD 2" Mini. Con►c.R;TE 2x4 PT. MUO5I1-L 411H I /z " x lO " aNGHOfr- 591-T5 W1THIN 12" "- FRdM ENDOF PLATES UNLESS NOTED OTHERWISE barrier (NMI Should be toed to avoid moisture) 12: 12 1/2" tot -le. R -13 IN5UL. w /v. e. 1 + 5 J IL PWNCv S EG UON B- L i d. " " � sr� MAI FAr i] E D STAMPED ROOF TRUSSES e 21 "o.a. d 2.2x4 TOP PLATE (l13 " PIN. LA P) I/Z " v WB Fc -I3 INSULATION "1VAPOL BARRIER- 815 "2z STUDS @ ICo "o -c. 2 x 4 6Th1. PL . 2 -2 K4 TOP PLATE (48" MIN. LAP) w ((13) ItoJ Q E.A. TOP PLATE LAP 12 S/& 1 sPro. s.5. w: I ,}-- C "0. a. E D6 E I [ IZ. "o IN F1.L 2%IO 1-1F2 ( c. U ►L PINT, S -/61/4 J3t1Ck'FILt FOO71 14" r - rC&S. TO REST ON UNDISTURBED MIN. SOIL P'EARIN‘ vA-LUE ( 20 0 a,: 4" DowNSpo4A - Da"1�L1w. TIC.,►tT UrJ .D TD APPROVED Slot? en Do_Afk3P,66. SYSTEM rt5e U 55-G 180+ AI4D 15 )0•2_ COMPOSITION Rt v IN6 OVER ISM FELT OVER 7 /14o "O.SBs SHEATHINta W /8d04;0.4 .ED6►tES IZ'. -G IN FIELD INSUL. BAFFLE VENT FLOCKING SVVINV PE.RZ 5L.DZ.'S.SPECS OVER_ MIN. 7* BUILP11JG Pf•PEIZ "(-'0.5.6. SHEATH I Ntv• W /8d CCo "o.c. ED[(ES, IZ "O.c. FIELD -T1'P UNLESS 1 140 TED OTHERW !SE SI2IN6 PER ai.' S. SPEC'S OVEg. MIN.7 PAPEF`z ' /14 "O.S.B. SHEATHIWG w14,dC- 'C.. "o.c. EDbES 12'0•` .FIELD- TYP. UNLESS NOTED o T H ER wtSE 2-4 BARS CON'T" FTC, 4I - 4t 15AK CONT. eTOP of WALL- *4 VERTICALS@ I Co 4 . SOIL Ps FCTi aPP \i " 30% 2 % 09 J14 g1NG DIVIS RECEIVED CITY OF TUKWILA JAN 2 5 1999 PRNIT CENTER I JOB NO. i AEAN 0. N 741 T ■ NN&.t (,.190D GENERAL NOTES -1997 UBC 1- Cmlracior shall verify ail dimensions in the field Arty variations how the drawiop shalt be brought to the attention of the Designer or Engineer. 2 Adegase shoring sod bracing of all Amaral members during construction shall be provide& Any proposed field changes to have the prior approval of Engineer. FRAMING NG NOTES Fitt. Frame tali* * to be in compliance with ABC Table No. 2341.B -1 1l2. All wood eitpoaed to weather. such as wood used for deck framing, including decking, slays, joints beams and posts shall be pressure treated of wood with natural rsisa.re midway - ER3. When decks, lands or porches are more than 30 in. above grade, provide guadrads not less tan 36 in. high. ER4. All a.„,. woes with 30 m, mr care vertical height shall be provided with an access °peeing 22 M. by 30 in. The opemeg shell be bated in a corridor, hallway or other kiddy accessible location and have at least 30-in. headroom per UBC Sec. 1505.1. If an epees maths the gasp ailing, the ocaqieney aatien should be maintained with a selfelaing access. pa UBC Sec. 302. FRS. All corridors shall not be less than 36 M. wide. GARAGE GI. Provide an oaapaecy sepaatioa between+ the residence and the garage with mp iii s approved for I-hour fire-resistive construction on the garage side. Garages and amens woe lives era above shall have I-hour protection for both ceiling and sunaawl aaembers G2, Dore - awe' ..oao dm i seal reams steal be 1318 is solid core wad door that is sdf- ckoaeB and tight - fitting and have a flee protection eating of not lets thy. 20 miaow G3, ha additim to the garage house comman wall, the walla and post supporting the esooad floor freanmg shall have 5/8" type "X" sypa me bard on the garage side of the wall. G4. Posts supponing second floor framing will treed "column jacketing" pa UDC Sec. 70425 to protest the "lime resistive ".merial As an alternate. heavy -timber posts may be used without I Ir_ pwaec ica (min. sine 8' al. STAIRWAYS SI. Usable space under stain shall have walls aid soffits (oa the atebsed side) protected as expired for 1 -boar fire resistive construction. S2. Stairways to have a ma)dma® rise of 11 in. and a mmeimes run of 9 in. bead room animalism of 6 feet S inches, ninth= width of 36 in. Handrails to have ends returned replaced a maim= 34 is and a maximum of 38 in above bead nosing. The hand grap portion of the hamdrad shall not be less thus 1 S6 inches not mom than e inches in aoas- sectional dimsmion or the shape shad provide as equivalent gripping surface. The hadgrip shell have a smooth =face with no sheep owners. Headraib projecting from a wall steal have a spate of not Ins tea. I4' inches between the wall and the handrail. 53. intermediate raib of satiny puaeedrails shall be spaced so that a 4 -inch diameter sphere cannot pats through, pa UBC Sec. 509.3. BEATING SYSTEMS HI. All furnaces shall be labeled and listed by an approved agency and installed per listed spedfiatiom. 02. No warm air fires= shall be installed in a dose or alcove loss than 12 inches wider than ibe thrice or fiances installed therein with a minimum deer waking space er Jean that 3 inches alarm the sides, back, and top. H3. Appian:a installed m garages or other area where they nay be subjected to YdtiCOhr damage shall be suitably guarded against inch damage by beirrg installed behind protective bathes or by being elevated or located at of the normal pads of such vehicle. 114. Every factory built chimney. Type L vent Type B as vent or Type BW gas vent shall be installed in accordance with the terms of its listing and manufacturers BSL Furnace air dues in the garage that pap though the living/garage common wail shall be No. 26 gage stet or thicker. II6. Opesdep round d gas vents, ducts, epee, chimneys and emplaces at ceiling and Boor lads mail have fn:bloc ing, per UBC Sec. 708.2.1(4). H7. Provide fin:blocking at 10 -foot intervals in the wall both horizontally and vertically per UBC Sec. 70821.1. MECHANICAL AND PLUMBING MPI. Domestic kid= range and clothes dryer veins cbnsn be of tread and have smooth Meier surfaces. Exhaust ducts shall laminate outside of balding and be equrysped with back draft dampers. Length limitation (unless otherwise permuted) domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 14 feet including two 90 degree elbows. Two feet shall be deducted for each 90- degree elbow in excess of two per UMC 514.3.2. MP2. Water closet campartmat minima 30" wide with 2' deer space in front of stool. MP3. When gypsum wallboard is used as a bane for tile or wall panda for tub, shower or water closet conmeatment waltz, wwatero a tit gypsum backing board shall be used. Ceiling franks must be min. 12 "oc to sopped water resister gypsum bard per UBC Sec -2512. tt7P4. Water doe= not to use more tool L6 gallons per feel► per WAC 51 -46,47 4023.1.2. MPS. Snap the water heaters at pants within the upper 1/3 and lower 1/3 of its vertical dimension. Lower =as shall be minim el 4" above control per UPC 510.5. MP6. Sboweabe ads to have a warm= flow rate of 2.5 Wet per WAC 51-46- 402.3.2.2. MP7. Provide non-removable type backflow prevention device at all hoe bibs per UPC 603.4.7. tVa Provide individual =owl valves of the pressure balance or the thermostatic mixing valve type at all tub/shower cambmanons per UPC 420.0. WASITINGTON STATE RESIDENTIAL ENERGY CODE II. Indoor design arrest= ell be 70 F for hag and 78 F for cooling. WAC 51- 11- 302.2. E 12. Provide belt insulation whet the ceding slope is greater than 3:12 per WAC 51-II - 502.1.4.5. U. Provide whole house veatilmion per UBC Sec. 302.2.2 and 303. 1.2. MISCELLANEOIS MI. A stoke detector than be installed in each sleeping room and at a point casually locoed r the corridor or ran giving mom to each separate sleeping area. When the dwaliiag art has more tea one story or a buseee r, a detector shall on the tipper level. treat that when the lower level c meshes a sleeping siva a dsteaer sail be placed on each level. Whoa sleeping toots are located on the upper level. a detector shall be placed at the arias attic upper level m close proximity to the stairway. Wnete the otitis beige dm room opens to the hallway saving the sleeping rooms march that of the hallway by 24" or more: dsoaors shall be placed in the hallway and the adjacent room. Detectors shall sowed an alarm audible in all sleeping real of the house per UBC 310.9.1.4. The required demurs an ill repave that power from the building wiring and be equipped with a Weary bodmp per UBC 310.9.1.3. The detects shall and a signal when the braes (re law. M2. Prrvide minimum 36" landing at all wear icr doors per UBC Sec. 1003.3.1.6 and 1003.3.1.7. M3. All exit doors shall be apeeable from the inside without a key or special knowledge or effort (a night hitch, dead bolt, or security clown mounted at a heir of 48" or lea s: eve finish floor may be prwided) per UBC Sec. 1003 3.1.8. cxceptioo 02. M4. Al skylights shall be maimed Y heist 4" above the plane of the roof per UBC Sec. 2409.4. The sloped glazing and dame provided should resist mow and wind lads per UBC Chapter 16 and Sec. 2409.5. S k. ;. <, 's ne'S o FOUNDATION NOTES FOUNDATION El. Mien= 2 "x2 "x3/16" plate washer shall be used on each anchor bolt per UBC Sec. 1806.6.1(2). F2. locator stud baring walls may be supported by isolated footings. The width. length and depth shall be 24 "x24 "x6" for I -story, 30 "x30 4 x7" for 2- stories and 36 "x36 "x8" for 3-se xias. All pins shall be placed 6 feet on canter maxitntm. F3. Provide 18" minimum crawl a acre dale wood joists and 12•' under wood girdeaaa or wood to be pressure treated per UBC Sec. 2306.3. F4. Provide minimum 18"x24° crawbpsoe atoms. FS. Provide aawhpmoe ventilation of minims 1 square foot for every ISO square feet of us r floor era. 16- Fohndaian wails eecicaing a basement below grade to be damp proofed by approved methods and mMcrtaln. El,. All footings and slabs shall best on undisturbed soil or fill compacted to 95% Modified Proctor, Ft Amamed allowable soil bearing pressure -1200 pad. F9. Slab: Perinea =ram installed on the inside of the foundation wall shell Mead downward from the top of the slab for a minimum of 24 ". Insulation installed on the =side oldie feu detion wall stall extend downward from the top to the bottom of the footing. Thermal beaks shad be placed in the slab between conditioned and unconditioned spars. F10. Groud nova: Ground cover of 6 mil. Bak pol ee a eeuil shall be laid over the ground within =wheezes. The ground cover shall be overlapped 1 min. a the jams and shall extend to the foundation wait EXCEPTION: The ground cover may be omitted in aawlapacea if the onwbpece has a concrete slab floor with a minimum *kitties of 3 W'. 111. Duct construction: All heating ducts monad tiooed shall be insulated to a minimum of R-8. All ductwork scan joint. both longitudinal and transverse shall be taped and sealed. Nos•recaculatiwg hot and cold water pipes located outside of the conditioned space shall be insulated to 18-3 minimum. IUCTURAL NOTA CODES AND SPECIFICATIONS I Uniform Bending Code - 1997 Edition 2, ACI 318.83 Building Code Requiremaus for Reinforced Concrete 3 HILTi Fastening Technical Guide. 4, Western Products Use Book 5. Shasta= Strang Tie Connectors Catalog - 199$ DESIGN CRITERIA 1 Wind Lard • per Uniform Building Code • Method 2. Basic Wad Speed - 80 MPH. Expoawrc B 2 Seam - per Uniform Building Code Zone 3. a 1.0 3. Roof Load - DL 10 PSF LL - 25 PSF 4 Floor Lad - DL " 10 PSF LLe40PSF 5, Deck Load - DL - 10 PSF LL- 40 PSF 6. Scab • Amused 1200 PSF Allowable Soil Bering - Assumed 30 PCF Equivalent Fluid Pressure for Retailing Wall Damp 7 Concrete • 2500 PSI raj 28 days • Grade 40 reinforce rat Maaaam 3" cover for all reinforcement except as noted a reran walls or other details It Mortar • Type S TIMBER CONSTRUCTION NOTES I. Lumber vales and allowable stresses shall be as follows unless noted otherwise on Pte' Gee -ban beams 24F -V4 Flo-2400 pa l %" Micro -lams F.-11100 ksi Fb -2600 pi 2 1 1/16" Parana; a; E -2100 ksi Fl-'3100 pa 3 'h, 5 % & T' Paellas E-2000 lea Fie-2900 psi AITC Certificates for the glu -lam beams to be provided to the b=illing department 2 When header interrupts top plate, header shall have strap connectors to the top plate each aid. Use 2 - Simmer MSTA24 connectors. UNO 3. All ibex wail sheathing =Is and anchors shall be as detailed on the drawings and an noted in the sheer wall schedule . An exterior walls shall be considered shirr walls. Use 7/16" rain. APA Rated Sheathing - blocked - with minimum mailing 8d common (it 6" oc. UNO 8d cameo nails shall be 0.131" Ox 2 %" minimum. 4 Floor and roof diaphragm nailing shall be 8d common rd; 6 "oc at all supported pad edges and id (m 12 "oc at intermediate supports. 1 fors to oil ow piWe ,,,. d 1 /Mg wp M pow. hood earth. and ) 1 f 125 ow It .w0 oslif- h.- kwh cash pow lee sad W k. haw 1' • F 12t .inn 152 ml wrMh each p.rtl.lrewanl L 5 2 (51 nonl sad. w gnu to grdcr, Mimi ..d Ire 61111 _� ._..__._. 6 Soh N.r m riot or 6hcirF. hp. fore wad Snk pale to Mor m hi eekrrg, at Meted ..11 howl* 7 T. plat to rod. coal ail ----- --- --- ----! Slyd mode Ore Iroble ow .,face.1 10 . Umldld w4' Oren, ypi to real i>.m1dr lap r aJ ha, iw .Idler 1I ahrkry het.rtw pots to term to top plate orbit_ Ti Rtm oral In lop pine, hrnarl _ I \ top d•'R law and rmrersecb.m, lax F - - - -- -- -- - .1.4 Craaanman header. Iw. tr IS ('<diypara mHale. stand In (.wrmmws 4arkt on ctrl. rear! 17 ('till. pion. lair over arnitimo.I.e had IR. Ceiling janN M parallel mhem, lace wail la Rafter m pine. men. 20 I (23 mar) brae to roil rod ad plan. lace ad 21 1• r R'(ES man x 203 nonlrrr5'a" her to each heat, lace wl =`71: (Si nm1 TABLE 234661- NAIuN° SCHEDULE 22 Wider Man r . R (25 non o 21D mint +4a14.g m each hexing, face .1 not t6 164 t n wrw. 1w i hl. booed or 1 r.3 w.4 -. - oaf ae.7a or"now.., Iwo r Iw' (ace. sal R Ir.l t:U 4441 tod 2 -Rd L 21. Dor.ap r nor r.da herd ar 14 F +:4 moat "e. 14 Nadu wP guider and Iran Z•tl at 32' (R I S non, n.c at wp. amt Mnt.m. awn .ra(rylr.ef 2 vrd a. cad, awe oi each •.4ae_ 25 2'!5) mml P7.et7 26 Wood stmenrral porno and male rnh S4Mkv and wall ...rag Ito itim.,11 '; 112 7 own) rod kr �� `i 115 mm�14 mm1 I' 122 mm.25 noir 1 1% 124 min -32 man ( Cr i yimor ., rrMim err frammgl 't, mina anther 'lit (22 mm.23 mm1 1'ra' -1'li 124 mm. 32 now 27 Panel :Wing (h. Ito ing l le many 2R. Fd+erimard rearlang '!. I121 mm) 164r ea.• bras, tot' T Ott �`. o"• R.1` . hP lthl'.w i,da i No 11g 11 ' ho 16 ga 14. loran pron '�,'Ilimnl urn '!n'IVSmri d:: y es 'e'rrorb + Mrs mob may to wad unapt irk. at... rated ) Nab .paced r 6 melt. (152 mot m anger at edges. 12 saber 13115 mm) a rntcrmedrre arp•..r MY, 6 '' s 11 t2 mini N all ar.nama Thee .par. an 40 arch. ;12 In arwl m more Fee mrhag of Ion. rm.. panel a.d pMrkbrd ...ant ad %bear *Oh. nth h. Sm.. 21 i5 t, i and 2\it e. Na. fee wall oherhi g may io con. . bin or coy Y'mmma m deformed rank. a Delrm.ed slunk . Cmremswwe.slal aiding co Swot.. natk a m tt~ 6 irk ry- e i,d of Sectim 2304 r t 'Fa.lenen tarced 3 io: 7 11.7 je....7. ,OVRON ,,,,,........... .1 m cola a c wires ad M1, .. ( 'i, cash m ere. a I.nrmd. D a.tmp.rl. k' len g th �esNm mh 7 cs.n h r n t ing o (I1mash) on ei ad 14 wn/ frWb r1. trM .1 121mml.healhmg .r/1'frimo its .m) knpb fm 1< /.y-wah rb45ia.iwch(11 m taarfmnry b re r sacra Scullin 2JM V onoaronneair+r r ot ce...,sd' 1fa-bc h(24 mm) kWh to'm..moil 1121 mm1 .40My ad I'r-met I Y1 ...gtw fm K'2rimelt (20 ine krety 10 the mgnseerrs d Sea. 2104.3 1 0 Pawel w ppmr a 16 i ° 20 ba ke 13.E eman) N aieylh 4 of eke panel, ..a a .m. narked) Gamy or Ho. water greed Cryan(132 near pa. �.12 (JOS . r4r a (l 2 .6.2 "Peel supports r 24 k.ches 161. ar) L,errmr a fmsh uik ap... i .do (13 r) m 6666, dgea, 12 . nc6n I.Mn mint r 66..6.66 mpprt. 00 15" 1UN 2 1 1999 i ., , g y DING Di CITY OF ETUKWILA JAN 2 5 199.9 PERMIT CENTER 6- N I --›;-- 44-getAgi ,01'0.t. Cart 1401.1. MetilgOAR CovK R P.& % Pr.4 1113.4 1907.7f ri-= of 16" Petit OUR • Coter. ROAR etit.me__if pkp.ue6 mo.7.1 A+ C i9 "a& Cie HogIg. .4A- 4. P PAR Is" vgr. • 111N 66 iilt-JOILIII.g111L uPio if=cr Ix/510060 s OS 91.AN son. 1'05111Yr caviaci .f v0 I /I, '6111= HE fIJrL wto 1)-1Ft PiOAP e•fgP (80 P.-. Soil; iiI 11- II 1111 " Z - 1 , 1j-q111 ---- . PO PAP v11904 •vAfie FR pL 1 ool6 . lutk 2. t 999 PERMIT CENTER c-,:771:517----; &VISION RECEIVED CITY OF TUKWILA :IAN 2 5 1999