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Permit D99-0453 - Northwest Development - New Residence
• n! A A "••4' 0 • . • latt:dsitlraag:9741 late,,A*ig D99-0453 • NW Development (0C188) 14926 57 Ave. So. Parcel No: 115720 -0404 Address: 14926 57 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: LDR Const Type: V -N Gas /Elec.: Units: Setbacks: Water: Wetlands: OCCUPANT OWNER CONTACT Print Name: DEVELOPMENT PERMIT City of Tukwila ( < . (206) 431 -3670 • Communi Nvelopmen l it 1 cAi r` 2," AB ' r kitkr i { v F , 44e tll t . V1i wiia; Vashin 98188 001 North: .0 South: UNKNOWN Sewer: Slopes: Contractor License No: NORTHDSO15KK NORTHWEST DEVELOPMENT (0C188) 149XX 57 AV 5, TUKWILA, WA 98188 RUBINO DAVID & ADAMS DANIEL 14920 57 S, TUKWILA'WA 98188 PAUL GULLETT 12653 :'DES MOINES MEMORIAL DR, SEATTLE, WA 98168 CONTRACTOR NORTHWEST DEV OF SEATTLE 1412 SW 102nd 400th, SEATTLE WA 98146 ************************************* * * * * * *•k * ** * **•k*** * * *k * * ** ** Permit Description: CONSTRUCTION OF A NEW 2,373 SO FT SINGLE FAMILY RESIDENCE AND 651 S0 FT.ATTACHED GARAGE. **** *'k * * ** ** ** k****'************* ** * *kk * * * * *'k* ****** * ** * ** *'k ** k ** * *•k * * ** * *** * *** * **'k** Construction Valuation: $ 217,539.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut/Access/Sidewalk/CSS: Y Fire,Loop Hydrant:. N No: Size(in): .00 Flood Control Zone: N Hauling: Y Start Time: 'End Time: Land Altering: Y Cut: 370 Fill Landscape Irrigation: N Moving Oversized Load: N Start Time: En.d Time Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: N' Public: N *************'k**' k****** * * * ** * * * ** * * * *'k ** **** *'k** ** ** * * * **'k* ***** **** * **'k* *** ** * ** k** TOTAL DEVELOPMENT PERMIT FEES:' .$ 3,216.51 ***************************** ** * * * * * *'k * * *•k* * *Mtiln * * * **yk. ' k** * *'* *'k * *•k* * * **'k* * *•k* ** ***** Permit Center Authorized Signature: 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 ani authorized to sign for and obtain this development permit. Signature: � , Date: J a3 4‘ //� Occupancy: DWELLING UBC: 1997 Fire Protection: .0 East: .0 West: .0 _e�r ��_ Permit No: Status: Issued: Expires: Streams: D99 -0453 ISSUED 03/23/2000 09/19/2000 Phone: Phone: 206- 439 -8329 Phone: 206 - 246 -5366 _ Date 2 _O Q__ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 1 0. Permit No: D99 -0453 Permit Conditions: 1 . No change: w i l l be made to the plans unless approved by the Engineer and the Tukwila Buildln'g Division. 2. All permits, inspec and„ approved plans shall be ,available at the jot.. 'Site prior to start ., of. any con- struction. Thesedocuments,;are to'be nrai,ntaine'd•;and avail able until f rnal inspection ..approval is granted 3 . E1ectrica1. permit k ihal.,1 'be ''obtained: through the Washington State Division, of Labor and, Industr� and: all and a,l l :;electrical ;work wi 1 1 '`be ii speci ed ,by that agency ' (248 66 30) 4 Pl urnb i ng,: permits •shali be ob.ta i ned through ; the Seatt l e Yi ng ;County.Department .of Pub 1 i c ,Health. P l u m b i n g . will be inspected by that `:agency '`including all gas piping (290 5. All ' rnechani'ca l ,work ,shall be under separate permit is sued bar• y the!Ci ty of Tukwila. G. All`.'construction to....,be, done ;'in conformance with approved' plans and req u 1 rements of tile, Uniform Bu i ld i ng Code (1997, EdW on) as amended, ..Uni form Mechanical" Code (1997 Edition and ; :Wash"..i ngton- State -Energy , Code'. (1997,. Edition) . 7. "Va,l` „i`dityo•f Permit. The issuance of a permit or approval p )ans, , specif icati : and computations shall not be con-' .strued to be ;a permit f,or, or an .approval ..of, any violation;: of, ,of• the %,provisions of the- bui lding .. code or of any other: ordinance of the jurisdiction,, No permit presuming ” to give authority to violate or cance l the provisions of this code= l be valid. 8. ..Notif)fl City of Tukwila Building Division prior to placing' any concrete. This procedure is in addition to any requirements for .special • inspection. There shall be no occupancy of the building(s) ,until the final inspection has been completed by the Tukwila Bui lding. Inspector: CONTRACTOR SHALL NOTIFY PUBLIC` `WORI(S UTILTIY INSPECTOR MR. GREG VILLANUEVA @'x•(206)4 -0179 OF COMMENCEMENT AND COMPLETION OF WORT AT LEAST 24 HOURS IN ADVANCL. 11. Temporary erosion control ' " rneasures shall be implemented as the first order of business to prevent sedirnentat.ion off - site or into existing storm drainage facilities . 12. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 13. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILE'S THAT ARE 3H: 1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORI(ED MORE THAN Address: 14926 57 AV Suite: Tenant: Type:. DEVPERM Parce l # . 115720 -0404 **** A *** * * ** **•k•kk * * **k*' *•A * *•k **• Ail• A k*** k AA A A** kA* A ***kA *k* * * * *'k * * * * / **k Status: ISSUED Applied: 12/30/1999 Issued: 03/23/2000 2 DAYS. COVERED MATERIAL .MUST.:'BE STOCKPILED "ON SITE. A'1' THE IB, EUTNNING'.OF:THIS PERIOD INSPECT AND MAINTAIN :THIS TABILI.ATION WEElLY'`AND..IMMEDIATELY BEFORE :DURING AND 'IMMEDIATELY' STORMS. FROM: MAY .• 1'' •THROUGH'SEPTEMBER.30, INSPECT. AND 'MAINTAIN "TEMPORARY' EROSION'.' PREVENTION'AND SEDIMENT. `AT 'LEAST' • MON7;HLY ALL DISTURBED AREAS: OF :THE; SITE SHALL BE :PERMANENTLY, STABILI.ZE() PRIOR- TO FINAL CONSTRUCTION APPROVAL: • Land `Altering (grading) to be :carried; out i in' accordance with the plan` dated -2-1:B-97' and approved on 4;- 23 -98 , CLEAN ' REMOVE, DEBRIS FROM' CITY CATCH, BASIN IN AND AROUND' HAULING ROUTES.` PROVIDE ADEQUATE TEMPORARY' ACCESS . AS NOT... TO INTERFERE WITH OTHERVEHTCLE MOVEMENT OR CAUSE TRUCKS TO TRAVEL -OVER CURBS : % °: : :: $. ALL ,VEHICLES' MUS,Tn MAKE `COMPLETE STOP PRIOR TO ENTERING PUBLIC RIGHT OFWA'=Y . cA • Driveways slyal.l cornplya. with ficity+ residential staniiar.ds Dri veway width oil be •a °1 Q'' minimum 20' maximum Slope .. : shad 1 • be,�ac',))"'ax;imum'of ' Tur nin,g. tad 11 sh be a : > " of #I: ve, .fedt , ;:r, 5 Y hF `1 r y; The water meter box shall be' lo cated with City r i g ht way at' the prop 1 ine ? T he ,. � ° , M C�fivy pf, Tuk hart an',. undergr requir {1'rng tfhe °p wer!., te,1e di c'atis, in and cable service; 1 e be` „ a _ underground "f r om the paint of c'onnect i on on the pole' to,;.tlie •house . 7 ;• :; t _: , fr 0 Water. MOter i vpe W ater Meter 5 1.ze's 1.1r.lanrt -i og 4 vrder� No a U L onnec i on1,r e •fl bU OG „ 00 ti : u0 n .s t la / 1 1 ' ,V6;0s - t 4 } " x� $15U +' W t 0 ✓ 0�t ' ;' ` Vu I' 1 : tTnsta 110), o 1 t O.C F`Ian.: R Fee 11� 00 x . 110 nne s 'cxt` are r ee 11 0,t', $ ;;00 � UO W T ter l urn: On 1=�ee : , % ? :5 00i *:'.....00.: aZ ,1 $; '06 :.oecta I'Assessme'nt 1 . 011 $4q:. 'Uther. f =.ee s `r q 0 'h, t { ; ,.,. k Au F , $ uu DE \,ELO MENN1 FERMI Project Name/Tenant: 0o(4 (41,,,,.57_ Owe ; ,- /( f ( 5 , 8 J Value of C/ n,t3 r 60 Site Address: pi? vX 5" r> 'RA-- 'RA-- iq ‘/E- ‘/E- s e City State /Zip: Tax Parcel Number: /15 olC)Dyd Property Owner: A _ more_ / , , I C ` /� Phone� uo \ _, 5 -- t Street Address: /z// ? S( la) vic.( Li Do y't-.- it y S� zi : Fax #: d 66 3 II/6 5 -- 3) 2 Contractor: cdq (1140r - r ', ,1jL( S Phone: s v Street Address: s -_ City State /Zip: Fax #: S yam_ Architect: vUOp (Pe s7 � - (a 10.51544-14-1 -i Phone: (95 --3 [//_ as S 8 do s 5 K r o t , rdr : ti, 57., 566 LC jewe ' wtis t 9 8(.( y� tats /Zip: Fax ## S 3 ` cge z960 7 En sneer: P g ,�lf F(1 tt,L� Phone: Di -Sssy Fax #: Street Address: /9dy /09 (,- , 9.4 sw I/ / City ��� l State Contact Person: /' / /e Phon ©6 di 0 _ x 0 L 1` Street Address /� S C Ste/Zip: k S d es { 1c�(�� �oCf Pi? , s c Fax #:�D� 1 o� 7 - C.9d i Description of work to be done: - 00frtS 2 U C7f 1 GO s F AS ( d ut_c.-- 3,0 Dit4 Sr. Type of work: ® New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ® Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) CD sq. ft. Garage /Carport sq. ft. Accessory Structure(s) c-' sq. ft. Uncovered Deck Proposed N ew Square Footage: 0?, 7 sq. ft. Dwelling 2 sq. ft. Covered Deck(s) sq. ft. Garage /Carport ir ") 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) q 4:7 % '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. FOR STAFF USE ONLY er :ate Ato Single - Family Residential Permit Application CITY OF TUKWILA Permit Center - ' 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 43113670 Application and plans must be complete in order to be accepted for plan review. • Applications will not be accepted through the mail or facsimile. APPLICANTREQUEST PUBL,C'WORKS:S!TE(cIVIL PLAN'REVIEW OF THE FOhLOWIN (Additlonal.reviews shall`be`determinecl by the Public Works Department) ❑ Channelization /Striping ® Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. D to lic do epte • ^, D e apploq_ex= ires ApUaken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPE1 MIT.DOC 2/13/97 BUILDING OWNER OR AUTHORIZED AGENT: Signature: e "�f /�� Phone: Dater 3 . :///_ . 5- . 3 / /... , 91 Print name; 1 Q � ( � //� Fax$:m_$ i erne p 9/6 Address: lMS de5/ /0 r Ate 4 .4 e S City /State /Zip: s ALL SINGLE- FAMILY RESIDE L PERMIT APPLICATIONS MUST : • UBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED = y A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Copy of recorded Legal Description from King County ❑ Fr 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- ,�y 0179 for servicing district. I� ❑ 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). ❑ C Foundation plan and details ❑ ©" Floor plan ❑ ❑'' Roof plan ❑ T Building elevations (all views) ❑ Cr Building height ❑ C71 Building cross - section ❑ Zr" Structural framing plans and details necessary to completely describe construction ❑ Er 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. ❑ I� Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Si 1'Ll'M1T.L 2/13/97 * * * ** *elf * * * * ** * *7k* 1`RANSMTT; Number: R98 * ** * * * * * * * ** Get^ :Cr ...n. ‘. * ,A;) * ** **c* * *ik ** * *** * * * 'ak� ocic* �t is *i** * ** (*y. **fit ** * * yk ** GJ.TY' UF.f TUKWILA,'? WA * * * *C * *9r** *1C* * ** * * * ** *'* *. fi r* * * ** * ** * *' TRANSMIT 00399 Amount: 12,.00 11/29/00 13:49` Paymen t:4 Method CASH ' Notat:,or BRENT. GRAHAM 7,riit : 11..a Permit. No: D99-0453 Type: G)E:VPE:RM DEVELOPMENT PERMIT Parcel No: 115720-0404 Site Address: 14926..`57".'AV :S This Payment, `Total Fees: 3,228.51 12...00 Total ALL Pmts.:. 3,228:51 Balance: .00 ***************************** c*** * * * * * * * * **4 * * * * ** * * * * * ** * * * * * ** Actiount: Code Decr pt. on Amount 3 . 600 PHOTOCOPIES/DUP SERVICES 12.00 /29 9710 TOTAL 1.2.00, ;r .;•7. •rl�.�•'r:.',':r Y lt. S;�t. r� 1'� } sf� f c:�i_��r1'i "•,i:1l1. ,1�'i - ( t. r l. �.Wi 2 S, l�i!„•,,,11.H �iLrint i! 1L'rR'd 1.41.�t? *k k k ' * *ith:t **h k **' :A A *;:t A'A ter :1h* I* •t k* t •!r k t k�Ck k' h *.k1,•k4 *l:k CITY OF I UV141LA 4A _ 01-15 1 Prti‘ialIiII * A *A.**itkA:k*hk*4AJIAk* *A•kt4*:\*hA.k -:1•ir kklt :1;h:lh * :kr.41; * TPANS1413 1,' Nuarber.. P9800255 :f.4niotAnt a 2,141:.05 (Y3 /23/0{ (),S4:-4:4 f?ay.rner I e'fs1'iod t. CHI: C'I( Not i on: PAUL GULL!: ' in i`1 WIER. Perin it': /4o: D99-0453 Type: 1)!~t}P1 }Iiri I)l UC:..tOPIRl:I4 PlE.R141 r' Pi.r°e l ':No .115720-0404 Site. Address: 14926 IV? (W .8 A **• * * .A *•A'* *_rol * *A (accotrn Ci,de 000/322.100 ' 000 / 3 4:5. 1 0 0. 000/345..880 00013,86.9.04 000/3.42.400 412/342.400 40'2/3'42.400 401/380.102 401/::t86.520 401/3142.400 401 /343 ...405 000/32.100 000/345.1:430 Total Ft:.5e5s :31216.51 Total: ALL i'int C a: 3,216.51 13a1anr_r;y A.**********0 * *!rA * ** * ** * * *4* * **•AhAA + * * * ***•** * ** * , 0 c.r ^ipt ion [3U11.I)1NG ICES i L1%1v L'IIIiGit - IJ•t fl1'f.Y PLAN, CI'IuCK .-• WATER METER. STATE BUILDING QURCI1PrRG1':: INSP. FEE -. UTILITY IN "f' FEE S1'f)R4 I)RAII4 INaP F►,E - SMr:!'SS8 l4 'CONNECTION WATER( INSTALLATION (C<EP) WATER INSPECTION FEE WATER TURN Oran FEE LAND ALTERING' PERMIT TEE LAND AL1't~PINO' PLAN CHECK is rh a IA 11 I; 10. • 4N r4 ?`: . 30.00 20.00 G0.00 150..00 15.00 25.0 {1 13`� •.i0 37.;50 ;r1; :t V aF r+Lrirnrt tF V S'F'r' ' 5 1 . I O)9? )O2 OF P.NEI..f • 1.'le :1 4 k k k A •4 h . at. A.:F,:V k -k A:444.".0( .1• :t �c k:k:fr:F 4c 7447E :¢ h • k A• it A •k :**',*%**** :1 A h: ih ::1 :h 4 !r * +i k .F :ti :t " :0; • 4 k 1' ,1. k *** ;1; 'k r k ,F" .b .l sl ; lr..i fi iluRtbir'« ft f}O()'�JJ ' �OP t° i 0% ` 46„:)`";10/ 9 1 iU 'i. vilrr ►it `.Methode Ci1I CI; 14:6 t P(Ul 0,llf.l. r tni I q i:i 14a :I ?.'x9- Binh. 1 ?EV)0L f)k:VELfl 141i'i∎I , nilfI`f Parcd61 ; '4ct « 11572(0 •0.4.04 14:0.4i.:o,, ,;sOliria: or A492,() ;;7 01.1 S Total Foes: '' %q.14`.; 5 •'1•otl ALA. ;Pmts« :1...0/5 I;zliance •1N(., 'NC;: 4.•. A**** ii: 1 t kii • k• k :tfitkikA• [ *•k**,,kit45I• *•k isiisleit t,. A* itit * * *it •A•. :kR•,kA's4 7 H1. k k ' *.A• * \ A C C O U f l ( . 1 ) e9e1 i hi 0n tame' 0001345.830." : P1 tli�.ttI CI(. 1i�.�i 1.O7 .; • 0029 12/30 9719 TOTAL 1075.46 COMMENTS: Typecti_on: C I- A./ Address; ,: pcifif S7 4 (It- Date called: 8 -oci A kie 1 :‘ »--1 ‘1 4.ew, 1, 2 3 / •` Z . 41', -' i . ' Phone: . ____ , _______ 1,... & al r - 1 P o ct:' kik) ' PEA/L(04;1E4r — Typecti_on: C I- A./ Address; ,: pcifif S7 4 (It- Date called: 8 -oci instructions: . •File--Cr ' KO 01%-f / 14447t(S Q Faiir Date 1 let Special Riv ._ 1 ..., Phone: i s INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila; WA 98188 pproved per applicable codes. ! INSPECTION RECORD' Retain a copy with permit PERMIT NO. (206)431-3670 n Corrections required prior to approval. E] $47.00 REINSPECTION FEE REQUIR D. Prior to inspec ' n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: _ Nw DeveloPhle'll Type of Inspection: l o w Filial Address: 149 _ . - ,, 2b .5744% Ave Date called: 11-30-00 Special instructions: Date wanted: /24-0o ED p.m. Requester: Bre ot Phone: hi ?14/6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA "98188 istv, 431r> utEALItti.. Aws 411i: ...it, .. PERMIT NO. (206)431-3670 El Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: pl/ Ai ( . / 44/O, W J" 4 I ti cr • NI) Inspector: 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: CITY OF TUKWILA PUBLIC WORKS ENGINEERING 6300 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-0179 • CORRECTION NOTICE The following items are found to be deficient and not in accordance with the approved plans or City standards: ( ib ,-,6-:.5/72XA7 45 l o IA Art 711 • C/.4 Ciarbu i till 1 / '12 • 72E. di/ ed /7t,2 14 4) Or C6--0 c,u gizy 1,044. - el rAt-7 t //Js i,iJ 4/-7 75 1 5w 71; (u 57 7/4 A Sd. 15 U 1Q7 <if tM-y lipguAl ai4 y AM 6A) 5 Ant: 73 bud i ,C 6/1 - ‘7,4 ,%/12v/ Me; 2 5.• 5 72) er145 - 4 11 .5d4t r h• e y"14, -?;teP71 a)117F4 A 5 Gt/iiir ir v 4 2 45 AA at bv u=6 m (1.5 SIGNED: PERMIT NO. t97 - L/53 DATE: /00 TIME: JOB ADDRESS: pig ith 577 ( 5 PUBLIC WORKS INSPECTOR COMMENTS: Type of Inspection: h -t`vow. tA0-1 e 44 13 Date called: 11-- mow` O0 Special 4'. Date wanted: r yi a Requester-. _1 'e1/14 -- Phone: J - t2-.5 - 1- 9)-I f to v-U tnm'l' - c J � rOUrGi G i i yV1 C1 /o y r ,{ gi f `-e i \ I YNC. 1 hSuk a`k tror■ - G pp rovr� / TIOnv 1t^5L/'ct`i Ioy. - a ppvovC- , l i4vi — Q r tX4 prO I. "R( )1O tr L)orLs \` Nhol 2.) G VatiQ * \oL s Cler C.) Alf+ 0- 194 �- C \ �iS 2 O(AC ct`k r) l .e/ Wraviz .�i he Ve,(47 .itll/� / Proj c : W es, Type of Inspection: h 1 d4e ;e 2 0 57T . �instructions: Date called: 11-- mow` O0 Special 4'. Date wanted: r yi a Requester-. _1 'e1/14 -- Phone: J - t2-.5 - 1- 9)-I f to INSPECTION NO. Inspector: aucrod axad owernwMMAaCxRUimm INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 0 Approved per applicable codes. orrections required prior to approval. 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: wr .aul§+�rc5:cse�::v5nu.eni!rs�n m >.2ti s•►far'� iVIa , 11wwn.. 4r:,ic:.:...t .,.:._ 4, PERMIT NO. leMASIMMESIZPSItt (206)431 -3670 Date: II_ COMMENTS: t (•-) ,tirr.)\/e C\ \CrY W1 S had - c l UYr4 t oh c COYr!erk 9 . •vrt() \p t' c.vA y 1 \ yve rriecJ o r•°( ►r' ckp ( I( 3)' GC, p 1�Au..ie' \Or∎ \I tAA61 qNrt Sk .Li 'TY''\ a I Uor Li) t i k,5 .- \ r r 6 k uk Y\d\ Sv p pori Pot CA S-fC - 4-v \<r Cp1 4).‘ .) I()uSe_ vw vvv r S w .) \4 K. of , r' - I lOr S Uv‘d'r kOU St'' 11^ r vow\ GC-. -1.) v - cA i t l -0 t^ v-0 \'4 c.k �(a VI \ r C trawl Spcir-Q Project: 1���I 0 �(Y1Pa'lf tild\N Tytof Inspection: t 1 r1Gt I ress: 1 51 1 Date c Iled: I1 �22f Op Special instructions: � i e wan ted /� 1:z;, Rea uester: P 'g =yyq F awrer;r:: at2r,rsaa axam a: . rze rnzazr ,rm mitrtmtrica;ccr uxar i 13 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Inspecto /L Date: 11 0 $47.00 REINSPECTION I:EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 1 I N ylkoDWI )t mv,i, Pv-t Address: 1 2b ,. fzul p a kil . , Date wanted: , a.m. p.m. Oce i JL f� 1 P <) Q( tz) ..i9-LAAAQ 1110.13.1 Project: N3 t •, Type of In Address: 1 2b Date called: 1 t � Special instructions: . 5 70, A Date wanted: , a.m. p.m. Requester: 0 --- e IC Phone: 20 ' ` j ' "7 2. ?t . INSPECTION NO. t \INSPECTION RECORD Retain'a copy with permit CITY OF T,UKWILA BUILDING DIVISION 6300 SoutKKtenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: 4)0 Date: vvoi) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of spection: Will r 10171/Ot) °p,atn rri (.4 ik:.J " Xr s c.1)({1ose. F3 r... Uw� kAc wpi-. 1-1 LJ 5 tnr► -c .Q j'r'i)t.. - r - /poti c . -CA inv c)" I,M QAAn - t7) �(� LL4 1 " w� I K co p( -t 9 rr..a... Qt . I c 'p . kip, o,�,3- sut� 1t. (.L., (,,� O >�4_ win .) ).d'C l,s, -, 1 Project: Type of spection: Will r Address: NrA TA/./t /07 Date called: /U • 30. Db Special instructions: / `t% 0 S7 " "/ (s. Date wanted: a 1t�• i• p.m.. Requester/ Phone: 0 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. nee (206)431 -3670 Corrections required prior to approval. Inspector: v Date: tl t 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: �i< COMMENTS: .,. Fizekt.t ,,.Let, c/0-7-- Ale,/zot-e> Address: I 1 4 9 21, 6 - 7 1-1 ' Atl ( 0 6 07c, 70 Re--, I 5 C c. - 4 /e- li P fre4bil /Aicy 7CS eill c> . m. Requester rt .-2 „a f-r ( revq,cer - (C Pos , bct XicrrA, ; r,4a. 1' ( ;64 /) ( cir 60 A-h6e 72 5i - - q c re - i f .0e4 te ,EieDo/ e.-d) Ar - jv 8 o-A. (cast) et *Of) Project. ( (...X.—..1 015) NIA) Pe V el tfta rut Type of Inspection: live ri o r kki Om rd 1 Address: I 1 4 9 21, 6 - 7 1-1 ' Atl bate called: Special instructions: ill Or It-1 K..e.A 0-b + re 1 11 5pett io r) Fee. (SA U S --ro Po vi /47 Date wanted: . m. Requester rt .-2 „a f-r Phone: p2Olo - 2i d7 722n INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 L• r-, Li Approved per applicable codes. 2 required prior to approval. c Date: siv 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: '' COMMENTS: Type of Inspection: 1- ,'-r, n-((\ ,f /ri'c r( N_ Address: 1 rl' (c: S 1 A V S Date card: - 3)1 - C - ( Special instructions: ((� v ! • Jr' Phone: y � C .7) c,V I _ -, �� C7-: � ' � . t 2 ,..t% d 901.2 ,4--- 5 /1- lea' A; )1/ At t�.�A ,4 4' /L ,�_, �ti, /1-7-44-4 M / - fr Zi,- j-i/....0 44V" %4 / A Project:. _ N1,3 L ie...1C 1 7)mc -n+ Type of Inspection: 1- ,'-r, n-((\ ,f /ri'c r( N_ Address: 1 rl' (c: S 1 A V S Date card: - 3)1 - C - ( Special instructions: Date wanted: rr 1 U c, m� p.m. Reques er + c Jr' Phone: y � C .7) c,V I _ -, �� C7-: � ' � . • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 / • PERMIT (206)431 -3670 ❑ Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: / f vt) /iL $47. ( ' EINSPECTION ( E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: i ;',.4.-/57 c- .C./ tic ,4 47 7Z' .97" ction: /71 ,-'/ e P* r Address: A02c - 57 ?. /f.� -ezi 9 l_I0 �/,'L j 2 : Date cal f / �� � `c/ /mot/ S 4 r0 77 AS / /<-�C- - 3' /(ic7 /N ql4 /. 3 ,Q- b�2,? S c 7 .'�•e‘'cr , 5 r�ryl( ` ,t-baze Reques e3rIg -tPc fke (7 1ST gt ortea A-iuv 12i `7 r,4-, 9 A-DD t5F,A e-7A, Rlsi 7a FE- Av"... (-7( U u i7 6.0 4 (rctc-t -.,I 0 Ajar E 04 412 t /1s Poj — Type o ction: Address: A02c - 57 4--1 . 5 Date cal s Special instructions: -- . Date a ed: Q a.m. P.m. Reques Phone: _.......—w..•-t Irtgsurar "+#Jtnarrnoar arvI.3Frxweriraarrr Ys . Pr s C1C')Yt'M WEi,Y.'RnY•v C INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 :YY�[S'lT�i1R+�31QT!'3"•t $'al'fM:' 'l3S tv PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: : ... "sy COMMENTS: i 4 IS 4 7 otodee - e/rA.767 A.114/-‘,ee ex c 17, s ,<I .-eict Es 6-es 6 • p. Reioxib.e 4 ca7 /17,e /2. d/tibvA/, OL( PM—eif_ ii6c 4/,,/6 (764.0s. egref."1- Ped477 (-3/7,4-"e"; 01.4i-4 4 Aitel--/-41-4e 4 5' <1./7 ") Sz.e./er.,.--ro -i./. Aleshis, 6" ct9se • //t/SAt.. (77 er-AJ itic7:7 644W..- 5,4c6 ,/etrlfrtc.pory W (,4k4J t- 5,14c6 /26 QviAtel> — ,112=zzleizaz= /IAD pm:A eg.tOz) Project: I ..„ • j 0 , 4 , , 1.)e VC-I ep - Type ofinspectron: Addregf: i LT, Z Date called: Special instructions: Date .■vanted: Requester: , \ „... • . Phone: v 2 2') . 7 2 - ZO n 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. ,c. c (206)431-3670 Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: , COMMENTS: ffit , 70 ge-AlfAA 4 - :c01/1) (t/t,(11-7 g &97t4, / Al,~7•" 4-- 7 7 tO/ ,4i TS 13r1i c6 - pe.,,i1Qc .04€ 4h7,4 ,e4ey,- ,8‘607, p9,, ,r e-yk-rr,--e-7 g, 77/ 4-K4 ' - - = ------ - 4- ;: - = - 9' 44)17 /2 -e_ .,:*" 7-6.--..71/4- c z/7 54-0,e's. TO , 1 6 ez,0•0,vierz 43 4i ( 96x, P7 /ate Pk-if A-4>V ( r Projecp / 4Art) e■VA-CCOMAiliA- . yp ,e of Inspectipp: 7- 7C--0 7 Date call ed / Address: Special instructions: Date wanted: a.m. P.m. Requester: Phone: t , , ,,.-1..Z.,===7====1,V=1.WCZI=ZWATIVS=. a v num ce.rn • Imo v., vr avvv ovel t +.5 Ovtote ' -•••c ex • V Inspe INSPECTION RECORD Retain a copy with permit • 0 455 .#1 elle PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Da6) (206)431-3670 Approved per applicable codes. J2forrections required prior to approval. Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ■•'!"'). 4 414 • .71:, ,•;•14 • • COMMENTS: ACM) .840414-- 5 1511 - 96 t i 7 0 A.44/--4,2 , •ge--74 /A-f' (39-,-.44607 t /2. e(lecc._ Go?416 A re-t. .&c_04,/..J27 717 _ tv c70410 't47 e '-l• -- )is// e c r" - o7 '■-194/ .e9-,e0 „tfs /4-7:7->: AK ,eicrce:e.‹) 4 g1 (?9w.e,..,---- i -t_7? Project; 4/6t/ Pa&Oi Type Date called: --.... Address: Special instructions: Date , i ,`,...--.-/- WI' /(...,/ Phone: ---- • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 ERMIT NO. 6)431-3670 D Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Projt;/ , r j4/ Type of I io7 ,e Add re�s;._�� c �� Date called: Special instructions: D a a.m. P.m. Re ueste : Phone: r INSPECTION•RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100, Tukwila, WA 98188 COMMENTS: /4 sc $/ 04 Project: , (� Type dons ection: Yp/ -4 h.c.ek c .sor Address• ( / . Date called: ,,z -Ga Special instructions: Date wants '- a `00 a:m. ' r Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Receipt No: INSPECTION RECORD Retain a copy with permit v +�Y 1e.: wc!4P. ,Fh+s�`,s t.'et114110 r;.t.1.6 ; ... V PERMIT NO. (206)431 -3670 COMMENTS: Date: Approved per applicable codes. fl Corrections required prior to approval. D $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Proje : d ype ofinspyction: 4 -d.. Li h"....r-}Z/ -t Lill 1 5 if ..e. Add)ess: Date called: - ) Special'instructions: - • Date wante 40, . . Requester: ra. / Phone: att - t•M•V aSZclaSZ LZLI=.7.f0 0 62 0•Wilt•W erac.a ysso ....... o .s....... *••••••••ww•wver.. ..w.a• tr . ...44.4!•11,1FIvhbrrlfli , ..4:01t • INSPECTION RECORD Retain a copy with permit .INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southceriter Blvd, #100, Tukwila, WA 9818 X Approved per applicable codes. Corrections required prior to approval. [Receipt No: • • PERMIT NO (206)431-3670 Date:63.. .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid a 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ..,.....„...„ , ..... Project: /lam. -? De vi Arii .-4 , Type of Inspection: 12-e- 1 (ltr Address: 1-92 �7-'- `�,jv . Date called: "7-- 1 — c0 Special instructions: Date wanted: — 7 - e= a.m. m. Regt : / � 6Yr - 229-72Z a INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: �..l / S l r / %,-)2.--312 /7.c r7.4v /2 1 1 C ° x.774- 2- Pv� <--/ 4 6,(.."-e-o 9 • Date: , $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: get ...lawns COMMENTS: Ty a of Inspection: Cotst it 514. . Ca ' ' c,.," L.. t c -t v�f , Q. ,�1 :O., u ". v 4" Tit t � Ts_ s pr..t►,,t po c tai" a - )Lit, I q .&th�� . .:t1) l 6 4 . \ % . b d t r,.=. " (, v .s- u • rU w ! 576 it ),-4 -�/ - /du /2„it '� ;Lef f `1 5 o- i 6 it e-1 iA f,theP21 12) pu.A/ Da wanted: , t , �4 551444 f vet gec.•v%. y / i k', Project: Ty a of Inspection: Address,: • ' (t{G t' `; Ti 4.4.--to -e" "— ' D tie called: , - L__ c. 7f /oo � Special instructions: ..: Da wanted: , t , �4 a.m. p.m. Requ4ster: l A ,ell Phone• f —7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila; 98188 El Approved per applicable codes. PERMIT NO. (206)431 -3670 0 - Corrections required prior to approval. Inspector: Date: 7/24/4) Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: e i Od _.J1 D Address: 119210 57 A 4 0-( , ID Ai . Li. ex4-s...324 ie f4(C_AQ4 4 fk .39-icili t(A.4.4.4i c 4v Ai AO ' t f _A-4 r , Requester: .._, 61i 7A AM (tatfil /9 ii) nr /v c:oatt tv r.te-k.64 s74 A•c? ? OM 7 O' Ai t 46-J Project tk l Diva 6.4 Type of Inspection: Address: 119210 57 A 4 0-( Date called: i 117/1 1 a-) Special in§tructions: Date wanted: % t s. i a.m. P.m. Requester: .._, 61i Phone: 7 r 2 *2-9 7)._.:2_4.) *UM% MILNAIM.V.InW • 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 El Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: / 2,1(C70 D $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: N/ I „ 1 (1 r, i i Tye of I spe 'on :_� Address: ^^ A ti 0 Date called: Special instructions: Date wanted: ,7 / a.m. P.m. Requester:... -� f Phone: c 2,0(0'09-G1''' 7 INSPECTION RECORD Retain a copy with permit INSPECTION;NO. PERMIT NO. CITY OF:TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd, #100, Tukwila, WA 981886D (206)431 - 3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: c� W.. .S . 1 i) c Inspector: C� V Date: 24/ ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd4,$uite 100. Call to schedule reinspection. Receipt No: Date: Project; , /L h Type of Inspection: lj , >,-, Coo Address: Date called: Special instructions: • Date wanted: a.m. 7--�'7'- 0 p•m• Requester. Phone: 2 06 -S/0 -080g INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: D $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • Projec : Type of spection: Address: / 49 t a` c 7 . A-1/.6- Date called: Special instructions: 7-', .3 Date wa �a O a.m., a.mp.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit 'INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 V A9,o4.s3 PERMIT NO. (206)431 -3670 Approved per applicable codes. ,{ J Corrections required prior to approval. COMMENTS: ( i Ji- 647 A e y1 rL " r r Date: 7-2J--D Li $47.00 REINSPECTION FEE REE4 UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: _. .,, ... COMMENTS: Typ .of Inspection: C`ob- i n Address: ) 57 ,lbT --#.4-44.-t } ) C M/s& G.7evu 'j9seo Special instructions: • 0- C 1050- Ab 5'0 4a bs .4-X6- T? & &/t Date wanted: a.m✓ `7_ 201 0tD p.m. Requ er: 1 ,i c•-�<< <S "erep 0 As wo e1 .d e,&,e -sszs C / 5 0' //L (3e C77D -1V Et-,..se a.G ezi,Z/,~ .A? S / e a C l try & /V ( L /7 ,' 4-4/0-4A. A/c,? ,4 ■ _4 ■ .. Projec : �t ?6411tH,. Q `` V.� Vp1V.eri. Typ .of Inspection: C`ob- i n Address: ) 57 ye., S. Date ca - 7` ■ - pO 'j9seo Special instructions: • 0- C 1050- Ab l I A Date wanted: a.m✓ `7_ 201 0tD p.m. Requ er: Pho Qe; — 57° -wog INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY, OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. JJ Corrections required prior to approval. J $47.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: .................., . COMMENTS: P IP .ALC' ■ 0 6° c-reooeft5 ‹ t_. -- /ElM uf TDDAi (rAi A-ZiA/6-4474 4 A- ,15.j ea F / Air) A i om 4tf • Af .,11,77c3-A i .c/( ,Ree,vip,_ "Wieer2v.eit- " 77j ize/.4(-- A•> /A7S,*6 .177t974,7 filfc56.4\ L / 1/: - / p 7 - 72(9--itc 6 0./pe /, ,A6 44SO /1i1S56t) Project: 10 rPave f f 1),/ j (or, a Type of Inspection: / •.-44:11""r-"j:rki:6 Nat or-- Address: 1C ap *-- Aril s Date called: C%' r )n — DO Spe instr • s C. tot-e-oi rr /(JO T AtO. Date wanted: ( r ) - "-- 0 0 a.m. P.m. Requester Phone: INSPECTION NO. CI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit !VISION 300 Southcenter, Blvd, #100, Tukwila, WA 9818 Da • PERMIT NO. (206)431-3670 El Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fe must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: ype of Ins io riQiIi 0 Re■A4 rr i / % • (A)r i4 - 6 /1- 14-6r9 Se POST Special.instructions: Date want d: rn h a20,ot a.m. p.m. Requeste • ff C Phone: 4 04 , rC tZs E ' 57" , .e$ , V ,, ' " Pt. r( 5H--/&b TaiNr 7) Ol (4._(cc„,6_ cr-A r s Pr, ject r aYi v �, ` "� 1 ( qor ype of Ins io riQiIi 1 G1h . 1 -5 / `uP 5. ate cal i (1 1 o0 Special.instructions: Date want d: rn h a20,ot a.m. p.m. Requeste • ff C Phone: f. Mlw.+... :.+i�l'uSST.ISYS'i�.iC �i` Y'. J3fl 1Y% dYtlMe' 134Y�' �. tYmGw .tw.w.v�o...x.wr•.or..�... INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 $` outhcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. re. _ ".'';91.?,'('J6•:•. 1 (206)431 -3670 orrections required prior to approval. t.. Da eg _ 7f7/) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspec Receipt No: Date: COMMENTS() ��iec. Aro gli Li v,u mg 76Ytc: 4-61ig0'14.' ) tt "4" '(""'., 4 /L( S P " mo , i 1 cc. s'- e-verUeAt_ a C'&- MI'oAI€./Lris. .‘21{,au/•J .A-Qf- ro lc et-c46.171«.4. O -/, S6 r�f� s. e � decicA -nof� / /��� 4i - S /5" ( -cec_) 'f % 4 "C e7- L /T.Y -•x! r o2 120 /.10 0 r?./ . se CAI Lac �� , 7e 7 t9 t (7 t 7 JC/7& o " Re/456 CA Ocei 17-I( 5 • C iP) io t u 440-( ` I rag 041-4 /, S Pi c 7lc(70 Project: 6r : s g Type of Inspection: Type //On /,t >a //S Ad r s Dat calle 0 � Special instructions: � poori'✓lg d@ gOO p 1 D wanted: � ` C:C �r� (� Req�i ter: ,, ester: Phone: r a9 r 7 PD- �:rzuzars�,us� �.vz�ca�. � rnr INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 to xan= zt��t�,"�3 PERMIT NO. 206)431 -3670 ( Approved per applicable codes. orons gui for to approval. ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ceiPt No: Date: COMMENTS: ` g , _ 7 pc VjttP, -rrir i r7A -/70 7crvi i P- ,..„„-st o Y> Address: igg9-6 /#24201 ' SOfc G✓ rrg f SES Date called: 5 - o0 S iLinstructions: r . ' GtAbG e 6 . Date wanted: c. - �- Cif �m p.m. _ _ 5L /321.44 ■-( g aAfi ..S °66-it• S Qie- S Project: ok hlp"ST pc VjttP, -rrir Type of Inspection: /- UrJ0,►ru i Fo ors veIS Address: igg9-6 A / 3 Date called: 5 - o0 S iLinstructions: r b. Date wanted: c. - �- Cif �m p.m. Requester: Phone: INSPECTION NO. Va INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 s 4y5 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: } 4� • .. . o) 5pov-r k' $f)' Ieoet_ pert. pt p� -- Address: 141 57 Avvit,Ae 1 Parcel Number: 1157204 Uan Legal Description: Lot 4 Recorded Short Plat 11: 1 Northwes& Development of cattle, Contact: Pant Gni stion tire-sveviewed or a rtment for confctr City standards. Acotptiatr is omissbes which do not authorize tORP RECEIVE: DEC 07 MO TUKW IL PUBLIC WORK: 1 RESIOENc -C Oo E- N Scale: 1" = 20' • drawinc and +•. • BIND tor e'tfl[ Dag Final the Publi y0 1 • NON ars aids CORRECTION S ESP'' AVM M LT R# _.l._.._.__.. Inc. by the Py A �{� darrent t moors and a of sibility oh the these JA torriM u lui r r0otn Q Cecc Se mice a 7t//0 �R�N7" `t otial - _ �, STb(,? DATA P3 Y -�o roQ�Q .pr- „ .._. 1 rinrmi• - 3' E)cisr chritiftift4 Elect - , 0:2,3(1- W Sep c (a�. & e �' �! L t s Dcicies-01163 From g L C.b , 5c4 Wfr. Oslo, MA/. - S p•�cs "g �i bow iosp b err - a' k ao Ieo(L evil w/ . ferc ROE y``Sie�E SEwE tim H. a90 1 I�R�1 N r' Y solid Poe., Y -to t'oa.st ,Of SnsrE" 1104E ' Northwest Development of Seattle, Inc. Contact: Paul Gullett a 206 246-5366 Address: 149XX 57 Avg plans have been reviewed conformance by the with cu DeP npe is subject to errors Parcel Number: 1157200 Legal Description: Lot 4 Recorded Short Plat II: 1 0 N 31.6a' andards. A ocepRa �»alat�ons ch do not authorize Jir c' r ��,tlly T sa � y ons, deletions c , . d , pis date will v 7s drawinc a resubmittal ''' to -; for ,,�'',. approval. Pawl Is subject the Public Works utilities n p - -•_ -Dee: 1.0' y bipPl , why 6 .21" 7a, S -r--s wr�►�R E. AsEWE.Ut" o' Cr ovr rof 0 9 2pp0 CORRECTION S Et. 6� +IY1At E S . " LTR# • r,„1 • o vaer rgook Ciern wlce 3 /9" WitTER 7Y1FrE , 51ortY\ DirA of Scale: 1" = 20' < FA JE.. }' cri 4) See a., a 4 (� e_� mod' t t s fro. �t Ca. Sud�'. (mod'• �S��n . Mx/. fr Sias • E p's-rankgrivx. £ lec-t 011.3(1- • C.2.5— PERFORATED TIGHTLINE CONNECTION 'C.2.5 PERFORATED TIGHTLINE CONNECTION Perforated tightline connections convey flows directly to a downstream drainage system such as a ditch or roadway pipe system. They are a last resort, and are appropriate on sites so small or constrained that dispersion will be ineffective or will create problems on neighboring properties. Perforated tightline connections are intended to provide for some infiltration during drier periods (late spring through early fall). During the wet winter months, these BMPs may provide little to no flow control or water quality benefits. Typical Uses: Flows from impervious surfaces on small urban lots where vegetated flowpaths are not available for surface dispersion and where infiltration is not feasible. Design Specifications Connection to a storm drainage system with perforated pipe can be used for all types of impervious surface. Figure C.2.I (p. C -24) provides details on perforated tightline connections. Perforated tightline connections must be placed using the following constraints: • The perforated stub -out connection shall be placed in native soil to maximize infiltration and dispersion of water. • Setbacks from features other than septic systems shall be as listed in Reference Section B. Note: To facilitate maintenance, the perforated pipe portion of the system may not be located under impervious or heavily compacted (e:g., driveways and parking areas) surfaces. • Runoff discharge toward landslide hazard areas must be evaluated by a geotechnical engineer or a qualified geologist. The perforated portion of the pipe may not be placed on or above slopes greater than 20% or above erosion hazard areas without evaluation by a geotechnical engineer or qualified geologist and DDES approval. • For sites with septic systems, the discharge point must be downgradient of the drainfield primary and reserve areas. This requirement can be waived by DDES permit review staff if site topography will clearly prohibit flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. ' C.2.6 ENGINEERING ANALYSIS Projects that cannot comply with or elect not to use the small site drainage requirements and projects where DDES determines the small site BMPs will not adequately protect the downstream drainage path will be subject to Full Drainage Review. A drainage analysis and engineering plans ma tie d to be submitted by a professional engineer registered in the State of Washington. OF 1 u 'MaR �`� GIN - p EP Small Site Drainage Requirements 9/1/98 C.23 SECZON'C.2 FLOW CONTROL BMPs 9/1/98 C.24 filter fabric V a 4" perf pipe o ° ° / 0 6 o v b °° 0 0 74 ,t7 . 4 , 0 a o 0 „,--e „" 1 - 3/4" washed rock no acloa b o DEI. 00 V° 0 _ 7 .5 00 6. 0b 7 9 00 0 b 0 6 00 C rI L7 i t O a C O C 'g 1 4--- 24" min • TRENCH X-SECTION NTS PLAN VIEW OF ROOF NTS to road drainage system . 2' X 10' level trench wiped pipe FIGURE C.2.I PERFORATED TIGHTLINE CONNECTION g. FA -TU GT ( 0 IA s A ovt r 0 " Small Site Drainage Requirements ) Permit Number Owner Name Project Address Contact Phone Number Test Hole No 1 Test Hole No 2 1 . f-e2.g, . _ 1. OD 2. 2. 3. Place additional test results on the back. I certify that I conducted or witnessed the Percolation Test Procedure as stated in the City of Tukwila "Percolation Test Procedure" handout and the timed results as stated above are correct. ontrac wner's Signature P/pubworks/forms/percolotion test directions Percolation Test Results Public Works Department City of Tukwila r 116-6C tiCkc_ i49 x s 9" &e, S, R/E Timed Test Results 3. / — /oMDD bate Page 3 • For a valuable consideration, receipt of which is hereby acknowledged, the Grantors DAN $L R. ADAMS AND DAVE T. RUBINO, hereby grant and convey to the Grantee GERALD C. KNUDSON, (owner of Lot "C'? AND Lot "D" of revised Short Plat 77 -39 recording # 7902151054) their successors and assigns, the right, privilege and authority to construct, improve, repair and maintain a water line across, over and upon eight (8) feet of the following land located in KING COUNTY,STATE WASHINTON, TO WIT: The South 8 feet of Lot "B" of Short Plat L98 -0079 in the City of Tukwila ( tax parcel # 115720 -0404) AND the South eight ( 8) feet and the East eight ( 8 )of Lot "A" of Short Plat L98 -0079 in the city of Tukwila ( tax parcel # 115720 -0400) . Said Short Plat recorded under King County Recording Number 11990714001242 recorded in King county, WA on July 14` 1999 The Grantee shall make no use of the land occupied by said water line EXCEPT for water service line and the repair, maintenance and/or replacement thereof. Said easement shall cease to exist at such time that Grantee no longer has need for said purpose. Said easement shall replace any previous easements granted to Grantee for purpose stated herein. • The covenants herein contained shall run with the land and are binding upon all ubsequent owners thereof. v Witness Whereof, the said Grantors have executed this instrument this /,ii day of i.CL 2000. � Pti), , Grantor C, G -, Grantee STATE OF WASHINGTON, Co of Kin I, �� C/Z/ , • � L, Notary Public in and for the State of Wa h'ngton, idin: a ir raw � o hereby c9rtifyihat on tl ''s /c day o 2000, personally appeared before me -6.G 1 i MA .( ,/ / •t flk P / P / ide to me known to be • divi ual(s) described in an acknowledged that / igned the same as uses and purposes herein ntioned. o w i wig, %2 GIVEN UNDER MY HAND ANI b101 this / ? day o : i; .1 '6 l 20 cc .- •I' , Grantor EASEMENT o executed the within instrument and free and voluntary act and deed for the ,�, N E , . ' ' i O ff . 4. co P Notary Public in and for the State slritt�, iii -"- C STATE OF WASHINGTON, 1, ,I.'F •• ;�2 • • County of King ••• ;/ OF ... t,. ...�• I, (,�C.t7.7/- / I A ( ) " Notary Public in and for the State of W shi ton, re 'ding at 1-P / do her eby ertify �at o t�is " day of 2000, personally appeared before me . /i 2 4 I-gCX. � . . `/ / /2C l i i✓ to me known to be the individual (s) described in and w o executed the within instrument and acknowledged that A Q - signed (1 M S, +ay,, A. ,t.!) free and voluntary act and deed for the uses and purposes herein mentioned o • , . . / GIVEN UNDER MY HAND AE;AL' y€F'dhis - day of C �. ( � 0•2 C1' -' , o: ■ Notary Public in and for the Stye o ?.W sl gton, ag ta . "47:E. , Grantee BAR fl 9 "" pow corms‘ • • DEC -13 -1999 U13;5U SHORT PLAT NUMBER L98-0079 CITY OP TUKWILA, WASHINGTON 1 4 S. IA�9 ST o a " ' � -- n :- :.�■ a la FOUND MON 1 " It se ' S. ('ass CiyP.) eN 1 a, P 18 - 71 ;s 1 FOUND 'T 11C14 IN . Iwi ', SILT S or SrT ' t- , :0, v • 7 1 / / 'n 4 4 110 ,EI.ECn1JCAL EASEMS/IT• 103C. NO, 7701110471 ■ ., 5 , I i / N M 2.4. W 0 181.52113" W S.P. • �0 ''1SI'' S. [sou PL. 24.0' SO' REM X EASTS1DE Certificate Number 17663 xaa3e (ZO3.55'5P) DOC �..1 " ,o; ' 0 , S 87 1 N '1�):72jr' 1/:,.fJ'•T�' B g _ January .22.L 19 _ f---•� ' DATE Page 4 of 4 CORNER NOT SET r oe ( I ly 1 I � 7.53 1 2 4 NRg " E ur1 41 j r N r L1NZ 1013,7 E EM This short plat correctly represents a survey made by me or under my direction in conformance with the requirements of appropriate state statute. 2E16 244 2843 FOU$P EXIST / "IRON PIS' err et/ La WIZ , 0.13'N. 10.30 ) MEAS 1 se , • N 89'$Z' 24" W O sesz "w 5.0 `S R.8 Q @.fle (103.55 17448 CAR SE T n S I'" 5. f ' t . SP = 5Holtr PLAT N0. ?7.39 [ IC � SET BY 4. s. 6 1.4'f H t Q,5S" W.. PIPE MAy HAVe p P l /1 144 MOVED PAW. WALK. co,$T Jc oN. NOTES: • 1. Basis of Bearing N 89 °23'00 "E from Mon in case @ 58th Ave S'& S 147th St. intersection to mon in 'case @ 59th Ave, S & S 1 47th St. intersection shown on City of Tukwila Short Plat No. 77-39. P. 01 2. Instrumentation for this survey was a 5 second theodolite (Leitz 413) and electronic distance measuring unit. Methods used in the performance of this survey exceeds minimum standards of WAC 332 -130 -090. RECEIVED SURVEYOR CERTIFICATE CITY OF TUKWILA DEC 3 0 1999 , PERMIT CENTER a P ti , .1.' //.1.1 1 11 11, ,, , lh11 . 1 1/ 1 / 1.1 1 1 1 /11.1 ,,, , N � AT C d0 �1 t J' j I 1 lie' •1, 1 7663 ; Q, i ' 44, �'N LAKv S EXPIRES 6181OD M 1.1.11.. • 1,1.. 1,i .i.....1.1,1w . , ,111111 1 1 11/J• 4p6 R C 0 V2 7 1:)1e1"1.. M 1.0 General. M 1.1 Where Required. All roofs, paved areas, yards, courts,, and courtyards shall be drained into a separate • storm sewer system, or into a combined sewer system where a separate storm sewer system is not available; or t6 some other place of disposal satisfactory to the • ; •: ;' Administrative Authority. In the of one- 'and'two'-` - :° family' dwellings, storm water may be discharged onflat *- areas such as streets or lawns so long as the'storai'water i shall flow away from the building and away from '•':r? i. adjoining property, and shall not create a nuisance.t;,i M 1.2 Storm Water Drainage to Sanitary Sewer.. t • • Prohibited. Storm water shall not be drained into sewers ••• . intended for sanitary drainage only. ...;,;;;"3,; - M 1.3 Material Uses. Rainwater piping •placed'within the •, :; . interior of a building or run within ii vent iii-shaft shall 14 of cast iron,' galvanized steel, wrought iron b" fa'''cop lead, Schedule 40 ABS DWV,' Schedule 40P.VODWV or other approved materials, and changes in'a!re t on ••shall . conform to the requirements of Section'7O6:0 � • • .•4::,,p,--0, -, ;,:- Cr r.: t.c:- t'. -. :,e 'M 1 Expansion Joints or' ..., sleeves shall be provided where warranteii by.lebperatureti , variations o r physical conditions :•�'t,' :,.. ' ` > �' • M 1 . 5 Su • b s o il ' Dr ains::= `�i •. "'f r • ,,•, „ f • M 1.5.1 Subsoil'drains shall be provided :around the.;' perimeter of buildings" having basements; cellare'br'craw =spaces or floors below grane: subsoil drama maybes.., ? positioned inside or outside 'i of. the footing, a o ``A • perforated, or open jointed approved dram tiie or pipe not less than three (3) inches (76 mm) *t be`laid in'gravel, slag; •crtisb'eiI q ' rock, ° 'approved'three =? j.�= t ` uarter (3/4) inch (19.1'mm) crushed'recjicled glass aggregate or *Other ap porous material ith'a minimum of four (4) inches (102 mm) surrounding the pipe on all sides.. Filter media shall be provided for . ; :'!. - exterior subsoil piping. :••;',"•.; .. ;.,,i ..•.�. M 1.5.2 Subsoil drains'shall be piped to a storm drain; to an approved water course, 16 the front curb or'' gutter, or to an alley; or the discharge from • the•subsoil '• drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain. or an approved water course. M 1.5.3 Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to anaccessible sump pit provided with an approved automatic•electric pump. A sump pit shall be at least fifteen (15) inches Effective 7/01/98 • Appendix M Storm Drainage ' Washington State Amendments . (381 min) in diameter, eighteen (18) inches (457 mm) in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water . coming into the sump as it accumulates to the required • discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm (1.0 L /s). The discharge piping from the sump pump shall be a minimum of one and one- half (1 -1/2) inches (38 mm) in diameter and have a union ' to make the pump accessible for servicing. M 1.5.4 For separate dwellings not serving continuously flowing springs or groundwater, the sump discharge pipe may discharge onto a concrete splash block with a minimum length of twenty -four (24) inches (610 mm). •. This pipe shall be within four (4) inches (102 mm) of the ; . splash block and positioned to direct the flow parallel to . :;' the recessed line of the splash block. • M 1.5.5 "Sulieoil drain`s su bje c t to backflow when r : discharging into : ii storm drain shall be provided with a ti backwat ` in the drain line so located as to be • "accessible fo;inspection and maintenance s; M 1 :5.6 :.Nothing in Section M 1.5 shall'prevent drains 'that serveeither subsoil drains or areaways of a detached ''• • *'building from discharging to a properly graded open area; • r • • ,'provided that: 0 ? • (1) 'They ° do . not serve continuously flowing "springs 'groundwater;;XA:: :.!P.. K4;• • (2) The point of discharge is at least ten (10)1feet (3048.5 inm)•from any pioperty•hne; and It is impracticable to'discharge• such drams to a storm "'' z :t _ •�.5•drain, to a an'aproved water course; to the street curb: f M *. :6 Building Subdrains. Building subdrains located°c'. • ` 1!below the public sewer level shall discharge into a sump or •` receiving tank, the contents of which shall be automatically lifted and discharged into the drainage system as required for building sumps. M 1.7 Areaway Drains. All open subsurface space adjacent • to a building, serving as an entrance to the basement or cellar of a building, shall be provided with a drain or drains. Such : .areaway drains shall be two (2) inches (51 mm) minimum diameter for areaways not exceeding one hundred (100) square feet (9.3 m2) in area, and shall be discharged in the • : manner provided for subsoil drains not serving continuously :*'-*4 flowing springs or ground water (see Section M 1.5.2). ":".:':Areaways in excess of one hundred (100) square feet (9.3 m shall not drain into subsoil. Areaway drains for areaways *exceeding one hundred (100) square feet (9.3 m shall be sized according to Table M -2. 330A f . , ;.,',,,. • . , ......■•■■••4•;*......tahltill~loblIWOMMWAs..tiws. . • , • . . . •• , • • . . . . . . . . . • • ' . • • • , • 1 • • • . • • , . ■ , • . . . . . • • . . , • • 1 . • • . . . • ...STRUCTURAL CACULATIONS.-:USING":1Ci7 ,UBC • • • • . • . . • • CONTRACTOR: DO NOT USE THESE CALCULATIONS FOR CONSTRUCTION. SEE FULL SIZE 1 /4 " SCALE PLANS AND FULL SIZE S SHEETS FOR ENGINEERING REQUIREMENTS. CITY OF TUKWILA APPROVED MAR 2 2 20in • i‘f Loki BUILDING DIVISION ANDREWS ENGINEERING - Structural Engineering 4924 109 St. S.W. Suite A Lakewood, WA 98499 (253) 584-3475 aecel or ( - 13Ec 3 1999 pow G 6 ' n51 EXPIRES JUNE 8, 1999 Project No. 99262 D'IcIwOL153 ANDREWB ENGINEERING r Project: NHD 120-M by: Sandra Conklin • I. SCOPE OF WORK Perform lateral and gravity analysis for residential structure. Transfer engineering to full size drawings and provide supplemental full size "S" Sheets with remaining engineering requirements. •. II. DESIGN CODES :Current buildng code as amended and adopted by local jurisdiction. III. WIND DESIGN PRESSURES "P" P2 = qs•I•Cq.Ce20 I P2 =14.1b•ft P3. qs.I.Cq•Ce25 P3 = 15.11”f1 • P4 = qs.I.Cq.Ce30! P4 = 16.1b. ft IV. SEISMIC DESIGN Zone 3 Light framed wood structure Wind Controls By Inspection LOADS ROOF: RFG 3.0 PSF FLOOR: PLY 1.5 FLOORING 1.0 PSF FRAMING 3.0 PLY 2.0 INSUL. 1.5 FRAMING 2.5 INSUL. 1.0 CEILING 2.5 CEILING 2.5 MISC. 1.0 MISC. 1.0 ROOF DL 15'PSF FLOOR DL 10.0 PSF ROOF SL 25 • FLOOR LL 40 PSF . ROOF TL 40 PSF FLR TL 50 PSF Exposure B, Wind Speed 80 mph Ce15 := .62 0 to 15 feet • Ce20 .= .67 i 15 to 20 feet Ce25 = .72 .20 to 25 feet Ce30 := .76 25 to 30 feet Wind Pressure (psf) Height Above Ground P1 qs.I.Cq.Ce15 PI = 13.1b. ft 0' to 15' 15' to 20' 20' to 25' 25 to 30' Job No. 99262 11/11/1999 1 OF 19 ; • - ANDREWS ENGINEERING Project: NHD 120-M By: Sandra Conklin V, WIND LOADS PER FOOT LENGTH OF STRUCTURE 2nd Floor Shear Walls 1st Floor Shear Walls wl .=P1.1.fti- P2.5.ft -t- P3.5.ft w2 :=P1•9.ft =161.11rft w2 = 119.11:oft VI. SHEAR ON.SHEAR WALLS • LI := 34.ft L2 =38.5.ft := 20.ft L4 = 4.5.ft L5 := 15.ft L613-ft L7 = 10.ft Wall AA: Wall BB: Laa =19•ft Lbb = 23.ft wl•L1..5 wl•L1•.5 vaa - vbb Laa Lbb vaa = 1 144.1b•ft va =566.1b•fi Wall D: Ld = I4.ft w2.L6..5 vd vd =251•1bift La vbb =119. Wall A: Wall B: La =8.ft Lb = I7.ft w2•L3•.5 1-• vbb.Lbb va.L7..5 w2.L3 va vb - Lb vb = 140. lb. ft vdd.Ldd..5 Ld Wall E: Le =4.ft Length Between Shear Walls Wall CC: Wall DD: Lcc .= 15.ft Ldd .= 11.ft wl. L2..5 w I .L2..5. vcc - vdd Lcc Ldd vcc =207.11rft vdd =282.1b•ft w2.L3..5•.75 vdd.Ldd..5 ve Le ve = 611.1b•ft Wall C: Lc = 6.ft w2.L5..5 Vcc.Lcc vc Lc vc =667.1b.ft -1 j° b N°. 99262 11111/1999 2 OF 19 ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin VII. OVERTURNING MOMENT ON WALLS • HW : =8•ft 1st floor walls Shear Length Wall A Lal: =8•ft Overturning . Moment OTMal va•Lal•HW OTMaI = 36225.1b•ft Lbl . =17.ft • OTMbI := vb. Lbl•HW • OTMbI = 19034.1b•ft Lel; : =6•ft OTMc1 =vc•Lcl•HW OTMc1 =31992•lb•ft •Ldl := 14.ft OTMd1 := vd•Ldl•HW OTMd1 =28[31•lb•ft Lel =2•ft OTMe1 =ve•Lel•HW OTMe1 =9783• : lb•ft HW . =8•ft . AA Laa1 : =19•ft OTMaal '= vaa•Laa1.HW OTMaal =21949.1b•ft BB Lbbl : =23.ft OTMbbl . =vbb•LbbI.HW OTMbbl = 21949•lb•ft CC Lccl : =15•ft OTMccl : =vcc•Lccl•HW OTMccl =24854• lb. ft DD Lddl : =11•ft OTMddl : =vdd•Ldd1•HW OTMVIddl =24854.1b•ft VIII. SHEAR WALL DEAD LOAD RESISTING MOMENT 15 psf for dl used to take into account of loads from adjacent walls. Shear Dead Load on Wall Dead Load Resisting Moment Wall • Roof Wall 2nd Floor Walls AA1 DLRFaaI =7•ft•15• DLWLaaI =HW•10 ft 2 ft2 DLRFaa1 = 1995.1b DLWLaal =1520.1b BB1 DLRFbbI =4•ft• 15• lb •Lbbl DLWLbbI =HW•10 lb •Lbbl ft ft 2 DLRFbbI = 1380•Ib DLWLbb1 = 1840•lb DLaal = DLWLaa l DLRFaa l DLaa1 =3515.1b DLRMaaI =DLaa1•Laal•.5 DLRMaaI =33393•lb•ft DLbb l = DLWLbb l — DLRFbb l DLbb I = 3220• lb DLRMbb1 =DLbb1•Lbb1•.5 DLRMbbI = 37030•lb•ft Job No. 99262 11/11/1999 3 OF 19 ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin CC1 DLRFcc1 := 16. ft. 15. Lccl DLWLccI : = HW. 10• lb 'Loci ft , . R DLRFccI = 3600.1b DLWLccI =1200.1b DD1 DLRFddI : =4 ft 13 lb Lddl DLWLdd1 . =1-IW' 10. ft 2 ft 2 DLRFddl =572•lb DLWLddI = 880•lb 1st floor shear walls Al DLRFa1 := 9•ft• 15 lb •La1 DLRFa 1 =1080-lb DLRFc 1 = 2070• lb DLRFd 1 = 1050- lb ft • B1 DLRFb1 : =4.R.15.—.Lb 1 1 . ft 2 . DLRFb1 = 1020• lb C1 DLRFcl • =23.ft•15• l b•Lcl ft 2 D1 DLRFd1 = 5. ft. 15 lb •Ldl ft 2 El DLRFeI = 6•fi• 15• lb •Lel R • • DLRFeI = 180• lb DLWLaI : =HW•10• HW•10. 2 •Lal DLa1 : =DLWLa1 +DLRFaI DLWLa1 =1280•1b DLWLb1 . =HW•10 l b•Lbl ft DLWLbI = 1360•Ib • DLWLc1 . =HW• 10• lb •Lcl•2 ft' DLWLc1 =960.1b DLWLd1 =HW10.— .Ldl•2 ft DLWLd1 = 2240.1b DLWLeI =HW•2.10• lb •Lel f i` DLWLeI =320•lb DLcc 1 = DL WLcc 1 + DLRFcc 1 •DLccl =4800•lb DLRMcc l . = DLcc l •Lccl • .5 DLRMcc l = 36000-1b- ft DLdd 1 := DL WLdd 1 + DLRFdd 1 DLdd1 = 1452•lb DLRMddl := DLddl•Lddl•.5 DLRMdd l = 7986-lb-ft DLa 1 = 2360•lb DLRMa1 := DLal.Lal•.5 DLRMaI =9440.1b•ft DLb l = DL WLb l 1- DLRFb1 DLb1 = 2380•lb DLRMb1 : =DLb1 •Lbl•.5 DLRMb1 = 20230•lb•ft DLc1 . =DLWLc1 DLRFcI DLc1 =3030•1b DLRMcI = DLcL•Lcl•.5 DLRMc1 =9090.1b•ft DLdI = DLWLd1 +DLRFd1 DLd1 = 3290•lb DLRMdI = DLd1•Ldl•.5 DLRMd1 = j 23030•lb•ft DLeI = DLWLe1 - DLRFeI DLe t = 500 DLR.Mel =;DLeI Lel•.5 DLRMeI = 500•lb -ft Job No. 99262 11/11/1999 4 OF 19 ANDREWS ENGINEERING Project: NHD 120-M By: Sandra Conklin IX. HOLDOWN FORCES WALLS . Second Floor . . AA1 HDFaaI : OTMaa 1 - DLRMaa 1 - HDFaa1 -602 • lb BB1 HDFbbi OTMbbl - DLRMbbl • 1-IDFbbl = --656•1b Lbbl , OTMcc 1 - DLRNIcc 1 ruir cc HDFccl = -743 • lb Lcc HDFddl OTMdd I - DLRMddl Ldd I First Floor • Al HDFal OTMal DLRMa1 . Lal B1 HDFb1 OTMbl - DLRIVibl Lbl I-1DFcl . OTMcl - DLRMcl - Lc 1 OTMdl - DLRMdl D1 . FIDFd 1 : - Ldl El y HDFe _ OTMel - DLRMel Le I HDFddI = 1533•1b . . HDFa I = 3348! lb • HDFbI = -70Ib I-IDFcI = 38 I 7.1b HDFe I = 4641•1b ILDFd I =3641b , Al yi=566.1b.ft 2 • El vb = 140.1b.ft • Cl vc , Li 2: • D1 vd --I • El ye =611.1b.ft • AA1 vaa= • • BB1 vbb = 119.1b.ft CC1 • ycc =207.1b.fi vdd =282.1b.11 DOI 1 . XI. CHORD FORCES 14DFal =3348.1b HDFbI =-70.1b HDFc I =3817.1b 10D @ 3", 1-0, sthdl 4rj or hd5a, s2 or s4 HDFdI =364.1b HDFel =4641.1b 10D @3", 1-0, sthd14 or hd6a, sll or s13 HDFaal.=-602.1b HDFbbl = -65671b HDFccl = -7431b HDFddl = 1533.1b 8D @4", (2)16d@ ", mst37, sw • ANDREWS ENGINEERING Project: NHD, 120-M • • By: Sandra Conklin Job No. 99262 11/11/1999 60F 19 Shear Sheathing Wall ' (See Ftnt 1) ANDREWS ENGINEERING Projett: NHD 120-M By: Sandra Conklin - . • . . ••. - .,..• • 'A1/11/1999' - .• `, . , r , ' ' ' ' • ' : T 0 F 1 9 . .• : SHEAR WALL SCHEDULE ( SEE ATTACHED REDUCED FLOOR PLANS FOR SHEAR WALL LOCATIONS) Applicable Detail(s) 7/16" OSB or 15/32" ad @ �.c. PLWD (1) Side 2 7/16" OSB or 15/32" 10d @ 3" o.c. PLWD (1) Side 7/16" OSB or 15/32" 10d @ 3" o.c. PLWD (1) Side FOOTNOTES TO SHEAR WALL SCHEDULE: Panel Edge Holdown Sole Plate Nailing Nailing (See Ftnts. 3 & 4) AnchOr Bolt Spacing (See Ftni. 2) MST37 STRAP (2) 16d @ 6" o.c. 'SEE DET SW4 STHD14RJ OR A.B. @ 1'-0" O.C. SEE DET S4 OR S2 HD5A • STHD14 OR HD6A • A. @ 1-0" O.C. SEE DET S11 OR S13 (1). EXTERIOR SHEATHING ON EXTERIOR WALLS NOT INDICATED ABOVE SHALL BE 15/32" ' CDX PLWD, OR 7/16" OSB APA RATED SIDING. EXTERIOR WALLS NOT ON SCHEDULE SHALL HAVE MINIMUM PANEL EDGE NAILING OF 6d @ 6" O.C. NAILING AND STAPLING 12" IN FIELD EXCEPT 6" Q.C. FOR 24" STUD SPACING. (2). MINIMUM 2 ANCHOR BOLT PER WALL. 12" MIN FROM ENDS.. PROVIDE 2" X 2" X 3/16" SQUARE WASHERS ON ALL ANCHOR BOLTS. (3). ALL HARDWARE SHALL BE SIMPSON BRAND OR EQUAL. (4). LOCATE CRAWL SPACE VENTS CLEAR OF HOLDOWN LOCATIONS BY 6" MIN. ANDREWS ENGINEERING Project: NHD 120 -M By: Sandra Conklin STRUCTURAL NOTES: 1. SEE DETAIL R1 ATTACHED FOR TYPICAL VALLEY DETAILS. 2. PROVIDE ROOF SHEATHING ON TRUSSES AND BELOW ALL OVERFRAMING. NAIL MINIMUM PER CODE UNLESS NOTED OTHERWISE THESE NOTES. 3. INSTALL HURRICANE CLIPS AT EVERY TRUSS AND RAFTER SUPPORT. 4. EXTEND GARAGE DOOR HEADER TO CORNERS OF GARAGE AND CONNECT SHEAR WALL SHTG TO HDR ENDS WITH 8d @3" O.0 AT EDGES AND IN FIELD. 5. CONNECT BOT CHORD OF GIRDER TRUSS TO TOP PLATES OF ADJACENT WALL WITH SIMPSON MTS20 TWIST STRAP. CONNECT ROOF SHTG TO TOP CHORD OF GIRDER TRUSS WITH 8d @6 "O.C. PROVIDE DBL 2X6 OR TRIPPLE 2X4 STUDS TO SUPT GIRDER TRUSSES. 6. PROVIDE SOLID 2X BLKG AT 4 RAFTER SPACES THIS LINE. CONNECT ROOF SHTG TO BLKG WITH 8d @ 6" O.C. CONNECT BOT OF BLKG TOGETHER WITH SIMPSON CS20 -R COIL STRAP. EXTEND STRAP 24" ONTO ADJACENT WALL TOP PLATE AND CONNECT. 7. PROVIDE DBL 2X6 OR TRIPPLE 2X4 TO SUPPORT ALL GIRDER TRUSSES. 8. STRAP DISCONTINUITIES IN JOISTS THESE 2 LINES WITH SIMPSON LSTA36 STRAP. CONNECT FLR SHTG TO JOIST THIS LINE WITH 8d @ 4" O.C. 9. STRAP BEAM END TO BEAMS WITH SIMPSON LSTA36 SCRAP THIS LINE. 10. STRAP SPLICES IN WALL TOP PLATES THIS LINE OF SHEAR WALL 2 WITH LSTA36 STRAP. CONNECT SHORT TRUSSES TO 2ND FLOOR WALL WITH METAL HANGER OFF 2X6 LEDGER. CONNECT LEDGER TO WALL WITH (2) 16d NAILS EVERY STUD. 11. PROVIDE SOLID 2X BLKG BETWEEN JOISTS THIS LINE OVER LIVING ROOM AND FOR LENGTH OF STAIRWELL. CONNECT FLOOR SHTG TO BLKG WITH 8d @6" O.C. CONNECT BOT OF BLKG TOGETHER WITH SIMPSON CS20 -R COIL STRAP. EXTEND STRAP OVER ENTRYWAY TOP PLATES 24" AND CONNECT. 12. MINIMUM GRADE OF WOOD ASSUMED FOR BEAMS, (VISUALLY GRADED PER WCL16, WWPA): DOUG FIR NO. 2 OR BETTER, JOISTS AND RAFTERS HEM FIR NO. 2 OR BETTER UNLESS NOTED OTHERWISE,ON REDUCED FRAMING PLANS. Job No. 99262 11/11/1999 8 OF 19 TYPE A Uld TYPE B TYPE C /\ SPAN /2 i Mmax _ P• Span fvmax TYPE D TYPE E , Span Span Span ANDREWS ENGINEERING 2/2/97 OF`:q XII. GRAVITY ANALYSIS: • Prefabricated roof trusses are not included. Trusses to be designed and stamped by a engineer licensed in the state where structure is to b& located. See the . attached reduced framing plans for the locations of the numbered beams on the following sheets. ' The beam Type, (A thru H) given below beam number referes to the type of loading on the beam. See this sheet and following sheet for the free body diagram of each loading type and applicable formulas. b ,l\ hlmax - UId.Span2 f<max - 8 Nimax _ Uld•Span P Span Mmax - Fab Ra = Span Spar, 4 A 8 4 5Id•a• b- n i 2 fvmax = S an` 1! 1.5 • 1 ! Uld pan' .. 2 A if a <b fmax = 1.5.P. b 1 Span A if a >b fvmax = 1.5•P• a . Span A Span'. Uld_ P, A f =1.5(Ra -t.ldi 1..^a\ • ANDREWS ENGINEERING Pro ect : NHD 120-M • By: . Sandra. Conklin 1 TYPE B 6X8 BEAM • 2 • type a • 4X8 BEAM 3 TYPE A (2)2X8 BEAM Spin •= 5.5 T = 18 Uld =40.Tw Uld =720 • LIl 2 d•Span f b ax 12 Mtnax ,= Manx =2723 fb = 1066 O.K. s 1.5•Uld.( .67 fr :2 • . DOUG FIR No. 2 Cd := 1.15 • UBC TABLE 23-I-A-4 • -- Fb := 875. Cd Fb = 1006 Fv := 85• Cd • Fv = 98 Mmax.12 1.5.P..5 A fb =768 fv = 48 Cd := 1.15 Cf := 1.3 Fb := 875•Cd•Cf Fb = 1308 := 95.Cd Fv = 109 DOUG FIR No. 2 Cd .= 1.15 Cf := 1,2 UBC TABLE 23-I-A-1 Fb • = 875•Cd•Cf Fb = 1207 Flo' 95.Cd Fv = 109 . A :=5.5.7.5 5.5.7.5 fv =89 O.K. Span .= 8 Tw := 6 Uld 40. Tw Uld =240 Mm • _ Uld.Span 2 IVImax =1920 fb Mmax.12 fb = 877 • O.K. 8 an 1.5.Uld./k Sp .83 2 fv =52 • O.K. A 6 • O.K.. O.K. A =3.5.7.25 A=25 3.5.7.25 S S = 6 A -= 2 1 . 5 7 . 2 5 ‘• S 2.1.5.7.252 6 ••••.amroowasksw 44.44. . I • ANDREWS ENGINEERING Project: NHD 120-M By: Sandra Conklin 12 TYPE A 4X12 BEAM 5 TYPE A 4X12 BEAM DOUG FIR No. 2 Cd := 1.15 Cf: 1.1 := . 1115C TABLE 23-I-A-1 Fb := 875.Cd.Cf A 3.511.25 A39 Fb = 1107 Fv :=95.Cd Fv = 109 Span := 16 3Tw := 3.5 Uld :=40.Tw Uld = 140 . m max, _ Uld.Span 2 Mmax - 4650 , fb - ' Mmax 1 2 fb =756 O.K. . 8 S'• 15d(2 1.0) fv =38 O.K. A TYPE A - • DOUG FIR No. 2 Cd '= 1.15 A := 5.5.11.5 A=63 UBC TABLE 23-1-A-4 Fb :=875.Cd 2 6X12 BEAM 5.5.11.5 • Fb =1006 S S - 121 • • ' Fv .= 85.Cd " 6 , • Span = 14 5T := 6 Uld 40 Ts 8Q+ 50 Uld = 370 mmax _ Uld•Span Mmax = 9724 fb Mmax•12 fb =963 O.K. . , 8 • S 1 5.Uld.(- L0\ fv .2 • =55 A •'DOUG.F1R No. 2 Cd := 1.15 Cf .= 1.1' UBC TABLE 23-1-A-1 Fb := 875.Cd.Cf Fb = 1107 • Fv • = 95.Cd Fv = 109 3.511.25 S=74 '6 A:=3.5.1125 A=39 S 3.5.11.252 S=74 6 ' . Span := 10 - Tw := 5 Uld .= 40.Tw t 130 Uld =370 2 /vImax - 'Uld. . Span MM a X=4625 lb - Minax.12 fb =752 ' 8. S. 1.5.Uld.( - 1.0 \, 2 ' fv - fv =56 O.K. A O.K. Job No. 99262 11/11/1999 11 OF 19 ( • • ... • • " • • ••• • ' • A: • • • • • „ ‘.. ANDREWS ENGINEERING proAct: NHD 120-M By: Sandra Conklin 5 TYPE A (3)2x12 BM • 6 TYPE C 6X12 BEAM 7 TYPE F CHECK 5-1/8 X 13.5 GLULAM Span =10 Tw =6 Uld = 40; Tw 130 Mmax = PP n S a ' 2 1-; ukt. : 4. 8 Span =19.5 a • = 13 • a Uld; b — I P.b I 2, Ra - Span Ra =5073 Mmax • DOUG FIR No. 2 UBC TABLE 23-I-A-4 .5;Ra Uld Ib = Mmax;12 DOUG FIR No. 2 UBC TABLE 23-I-A-1 -Uld .= 40.1'w 130 • • • Mmax = 4625 fb : Mmax;12 S • 1.5;Uld;i 1.0) 1 , 2 A fv Mmax =9978 Ib = Mmax;12 fb =988 O.K. fv - 1.5.[Uld.( 1 .9) ÷ f-] 2 2 fv =61 O.K. Cd = 1.15 Fb =2200;1.15 Fb = 2530 Fv =165•115 Fv = 190 b =6.5 Uld = 5;50 3.5;40 80 , Uld =470 Mmax = 27382 11)=2111 A Cd•=1.15 A :=3.1.5.11.25 Fb 875; od Fb = 1006 • S 31.5;11.252 Fv •= 95; Cd 6 Fv Cd =1.15 . A=5.5.11.5 A=63 • Fb .= 875.Cd 5 5 / 5 2 Fb = 1006 S = S = 121 Fv = 85; Cd 6 P =2141 P = 2141 A =5.125.13,5 A =69 S 5.125;13.52 S=156 6 Rb = U1d;13 -t- P- Ra Rh =4037 fv = A Uld =370 fb =585 O.K. P =3000 P=300() fv =88 • Job No. 99262 11/11/1999 12 OF 19 A=51 S — 95 ANDREWS ENGINEERING. Project: NI-ID 120-M - By: Sandra Conklin 8 TYPE A DOUG FIR No. 2 Fb :;•- 875 A := 5.5 A =63. TABLE 23-I-A • I . 6X12 BEAM ; Fv:=85 ' s ..- 5 S = 121 6 Uld =650 10 TYPE A • 6X12 BEAM Span := 10 Tw .= 1:3 Uld :=50 Uld MmaX Mmax = 8125 fb Mmax,12 fb = 804 O.K. • S 1.5•U1d.( 1.0) 2 fv 62 O.K. A : 'DOUG FIR No. 2 Cd • =115 A =5.5,11.5 A=63 UBC TABLE 23-I-A-4 Fb := 875 Cd 2 5.5.11.5 Fb = 1006 S - S = 121 Fv := 85•Cd 6 Span := 8 Tw := 18 Uld :=40.Tw 7.50 Uld =1070 2 Uld•Span Mmax. 12 Mmax - Mmax — 8560 fb lb = 847 O.K. 15d( fl 1.0) = 76 O.K. A • 11 4X8 O.K. BY INSPECTION 12a TYPE B 4X12 BEAM Mm ax • DOUG FIR. No. 2 Cd 1.15 Cf 1.1 • • UBC TABLE 23-I-A-1 Fb := 850•Cd • Fb = 1075 Fv .=.75•Cd Fv = .86 • . Span =9.3 P =40.4 P.Span 4 Mmax = 4464 lb Mmax.12 • :- fv = A fb =726 O.K. ; A' =37 O.K. Job No. 99262 11/11/1999 • 13 OF 19 A =3.5.11.25 A=39 3.5.11.25 2 S = S =74 6 TYPE A DOUQFIRN0 . 2 Cf := 1.2 - .4X10 BEAM' . • UBC TABLE 23-1-A-1 Fb 875.Cf • Fb = 1050' Fv 95 Span 5 TW =20 :Uld:=50.TW I ':it.T1d =1000 Uld:.SOan ax MmaX 312J fb := Mm 12 fb:= 751 O.K. .8 : 'S 1.5;U1d.( .83) • ANDREWS ENGINEERING Project: NHD 120-M I By: Sandra Conklin • 14 DOUG FIR No. 2 Cf .= 1.2 A =2.1.5.7.25 A =22 .. TYPE • UBC TABLE 23-I-A-1 Fb :=875.Cf (2)2X8 BEAM 2 2.1.5.7.25 • S := .S = 26 Fv .= 95 . , 6 Fb = 1050 Span := Tw =1.33 Uld 50Tw P =50.8.1.33 P = 532 Mma.x := P.SPan Uld. SPan2 Mmax =2161 • tb Mmax.12 fb =987 0. 8 - .83 \ El fv = 2 2_ A • fv =37 O.K. Job No. 99262 11/11/1999 14 OF 19 1 \ ,1 t 'M. BAT/ t/•.4 1 U t' BEDROOM #4 - ,G •t" •' 1 (l -A" MASTER BEDROOM i • `:••••• t. • V. A' n" • SECOND FLOOR PLAN SCALE: 1/4" 1'- 0' sr r .•• _ BEDROOM *2 BAT/41 •i..) 't 11 M• W ".X,u (_. COPYRIGHT 1990 NORTHWEST HOME DESIGNING INC. • HALL! 4 .\ (.-t) . -1f . BEDROOM ♦3 ; Y P , •11 1: i ))a� 1 1 } •, k P1.1143 - 1 LZ 1 1 r..., .n._, 1... t..... ,., .„ ......... u.. d•.. .t.. 1.011 ....._ ,1.. :pi 1 • IL !, fir =i o • . - - �l 1 4 trt KITCHEN CABINETS_ SCALE 1/2 " -1' -0' I 40F 9 L... - RED DRAWN BY .• N. DESIGN 1�0 SHEET NUMBER 4 L C l DUMP: MP: 4 ii 1 _ ( FAMILY RM. j i i 1.111 ICJT. _ • 1 " z •i I / I 1 111 I1' 1 • (1) •• LIVING RM. ( e r n FOYER .71 I 4, . • 1_1 1 7 NOOK IY •1 � I . 90$ I I ( LGA PATIO ewe d• • IOgAlh 1 l l(l•I npl• NI UI 1•l f:. 111 I e.g .(0.to{Ff . 7 ' pl FIRST FLOOR PLAN • SCALE: ti'{ 1 -.0' E7 0EN 1• ;111 r lf'�rt• (1•.I. !.11 1 611 R IIWIIt$1 All Yrret• NN)51111N:11AIA1 W+1115 7 1 MI 113 •,11 1441'• 1.11114 twig. nn•tII s IAG • COPYRIGHT aF - c4k. ( ) mu UnAMr .`- nrPCnm110N O(YTNOIE 2 3 4 1 e 7 e •f Ali. h -)i ti' ken 00011 SCHEDULE 1•1rl • . I• GFIEOM 1101F.S. 1 1 'i'i,p..'11 t•1'7 5111• U17 S Q v1.Ytr :I: •.11i :111 - "� 20f 9 DRAWN BY DESIGN _ I 2 ;11 J. 1 •• 1.1 cc vim`- I F11a.IMG N0TFS: 11 •1t*EN.F.55•,K[l tOGt• •.s.n.t(n„Tn.11w.:/: •l lim':.`. +:n•Il. V6.1112•Iww•, WOO 11•: '.IlN• 5..4I fur( n(WN II(7•wi ANC Wry rnI .5.IN:J1 LW n•L.r 01..,1 CI. M • 1•11 Nt N.AIA(l .14• 111110 n 144 n..unw ..Im1I .L. • fY 1 w w •■• 1•( N.f 1fIS1•JWl Kr In 1 on* r p w•• 1. 19]{11 erinr• lX11r.I nil lr' fl•E noes 11•%'11I11N0111w Iwwrw..• 1..1..111 IS0w1111 .11.1.1 14':. '•w••*Y.: - •. .p' •rn11. Y•NwwlY ltl• Iw NIIwYl1. rn vvw.N/CN NI..una.11 - .inr' •• rr. 111 :1L.. •1140 a1. •110 W lW1l(Mw/rl1lI lSIAI1 0 ••.. • I.1 .II Mw• 1' Iww:( •••l y..• 11 IPA 1111-. 44••11 1., 1m •J•w 144 1'111 AS Nw .' 1111 1.1. 44 40 1(n 111111 LYf N•I4 l'Slwr.1 V' NH" f ;IYn.•mN.wlu 11 IY0•t I••••••• Y w.I•. In•^ rl••F'EP T N•IIi ZrS .wn sr•C.1.] 1n C.IN(lWY 10 •Mtl•v71', ••11,11 H ii ww4.1.0. 1• 41 .•4 4 : 4 nm: 1 , 1114111S••111 111111.1 •S1.(0S In I.er114 4 : III H_ 6 0 •• 0 Il: • .1 . �• I - Nolo. All st111clmat componoltts shown are tot rulerence only. Soo eng•ems calcvtaeons for a841(e5 FRAl11 OW pry et(...k.u. 74" ROOF FRAMING PLAN SCALE 1/4 -1' -0' l 5 .y,Yb x11.6 ? eI 1,11 d ._..........—..... �..- ��._ vaN*.•a-ac'r<a'+•.vu....�.w[. WHO KED DRAWN BY rE DESIGN 120 igt SHEET NUMBER 5 50F9 • • i 1- it • 1 UTILITY CABINETS it rnAW11G N011 : 1 : i „ ; 1 M !1 - ..r, • 2 i VANITIES SCALE 1. 2' -1• -O 1 011 Id AIM II:. 11114 10 ■' lirll I r111111..1i1 If tion•7' 4 4 111111 0 1- • 1t11 0111111 1 11211111011•.It111t.1 AIMNI 1 :10 11114.0 M..•11141nA,1 - 2.1112 7•2211 \I 11110.11110 P/111111101::1J0 A11 1 1 111A11 111' 11 1 11 N ■••:1:. J.. n01110 •.10114111 If I Ail 11AII Al l 11111Atli1 Al 1 41..:111 I1Y.11M 11) 1.114•1•1,11 ;111111 \It�•IIM II A 11011 G . .2 r1. S FLOOR FRAMING PLAN SCALE 44' 71' -O Note: Al structural components Shown aro for reimec0 on5r - Seri engineers cakdltmn5114. IN 51!40 t G .ED DRAWN BY . i DESIGN 120 SHEET NUMBER i 3 3 OF 9 IFOUM0A31011 W430.1: 4.113iXIINGI: 10 tit3L11.a. 1 kn. 4 alma titan u 40a. A.41 31 SUM IlEAIWA: I41 le .1.6EIP SI' AU_Vs000 4411:010A4.74 Willi 0L1012:11 T011151111- TFIFA11-14 AlL41644 (Our . In Or 42 4.t. 4. 4 ptpin !pi 4.3•34 4,44 24 101 PADS in* L.::„S 46311 0 00 elenor.I. 4 Alt ikISM (0 123 '.12121331 AaLv34S1 1 ATrataL l*M 21t.4 301101121.00K Al Al L10041 4■Ain414119.4A2133s ik SOlinnt0,14011114113:4A1 34333 - 41 . / 4141V wit 0 43044 tr..1%.41., SAA14241111_40011148.4 nl FLO011.1045TSW.0t21n111 : t;13W110) 11.ATLINAII Y At t. It Ena 8r1. nr '201 0111 OrAlrefi On nr 84.011*R nrrnta.r0r1r111,4 a ALI MALIN 1, IS 4.41.n.1 411- 114)111 :1 unn Arai :nut 04 PROVIDE %84na.11.1 sr • 2r AIXI SS 21 PRCIinnt:CJVIWI 14 R11111: 241/ / ( t St". llI5.. .4 ra n n1 ARIA Id t 1 -43 1,114 - 41.1 '.4 - I - 4 9 ) ••41t',11 • ••••• t • i(‘ ilk 1 I • (-It I -71 • • - -• 1 1 FOUNDATION F,RAPAIN.0 .PLAN .• SCALE 1/4"-1'-0* . •1. 4 1 .1 1 1, ' r ,A (...31 ••44 - ts,N tli .4104.1 14.0. r4 ,e • 1 :4 • I 4 0 • 1,11, •JAIIVM.I.111 VA1 4* *WM: CI &VC ANCI 1.114.11 1IA•of r 101,440113 1 • I I I 1 I 1 I hOt 4.44 . i a DRAWN 8Y i DESIGN 120 : - .1 - 1 1 • - • SHEET NUMBER 1 ..C x . . I iv Nor NV ' ' 11 1 I MINIM ii 111 " bA l 14. MEN t ' s mammon 4 1 1 9E1i ? mig S RiallI IMcMAIKINI IF NEB SEPA REO 4 .. ('— 4 $ r Sr ViNsV 0 ;;\dilA GRAVEL ASE SLOPE 3' coons. filER'GrVE104 #' CC)tril`71C;1 SAND " D P P ¢ . \ 0 F RE EIVED' CITY O TUKWILA DEC 9 19.9 PERM CENTER Q 9 N W 4 Z W Q r Q Z W H • � 0 ZZWQ W CD W ' Z LL (1 5c. V ®00 Z-'W I-. LU W z Q O\ Gr) L Uj U '^ '^ Z 1- W ui C4. = Z _ J J L' JCn O 0<0Z00 0I -- hui 1 5 ;! E 0 0 Z cvct – WWW° () co - Z ZZcc W I — o W W QQ� w0 =Q Jz 0 z < 1- 0w — ZF— <OWQ)<<00� —U) o ?rwTN N .v.*tPOa 1H8$TO BEAR ONPIRltir ASSUMED SIClbSEARINa CAPACITYTO BE 200Q P :sd ZALLWJCD INCONTACTWITH CONCRETE TO T lEAT'ETt 1ILCSBBi IIST'OBE4z1(7 DF M2ON4 , r4` POSTS :(4x ON sroit re coNC. PADS UNLESS NOTED OTHERWISE. 4 ALL POSTS TO BE ANCHORED AGAINST LATERALM "'. M& T. &SOLIOSCOCX AT ALL PONT LOADS FROM MOVE' -a SOLD :OcK OR BRIDGE AT MIDSPAN of ALLFLD':IR JOISTS WITH SPROICGIRSATER THAN 1V-0': 7: = COSTS SHOULD BE SUPPORTED !ATONALLY AT EACH ENO SUPPORT, SY SOU MOCKING OR PI/PANOTHeRAPP h1�( L At1.114131PLE JOISTS MUST BE BOTH GLIB AND NALED. S. PROW* MINIMUM 18'x 24' CRAWL ACCESS. 1IL PNQV DEC AWL SPACE VENTILATION PEA UBC. t 1Z.1$ S.F. z 1/150. t.(» S.F. ven - AREA REQ•D.) li "—''. 60E uoTp . ate • (b4' � -� �' dL�= ) s✓� / y. PP44 7;7, KiAroP K w iiW of -LI TS PERMIT WED FOR. CI-IAN1CAL ECTR G UMD;NC S PIP iN.G OF TOM ING DIVISION "N A' S o%1 0 p— CH`E pcE D DRAW* BY - 1 .K: DE S I DN. 120 M SHEET NUMBER 1 . WINDOW SCHEDULE , 1 /o SLASH MARKS POINT T HOLD `V'VN IONS. SHEAR WALL SCHEDU E ON S ' EET 1 A ACHE REQUIREMENTS. SEE ST CO UMN OF S HEDU APPLICABLE DETAIL P OVIDE ON SHE T(S). DINING LIVING RM. '- 1 5L % 3 9 %ltr . ICI- 0" '•.. SEE ) FOR E FOR i NOOK FAMILY RM. PATIO Itov CE'ILWG ou GARAGE USE S'S' TYPE "X 'GN18 ON ALL 'OAP AND 8TnUCT11RAI.WW.LS. 2 LAYERS 5, TYPE °'X'' ON CEjLINQS. ' � :F I. J- C- foIoAU odTL� yN,,LL PAYE SriaR:.4 -(E toad. S rf4 'r0 4A RAM6 .6M ?a RCo I WI•fl 4 f"I K c�2CUl DEN *7,0°c>14. *7,0°c>14. 4.! 6r/ L 5'-G" I ! I�¢A $ . Z 41 4 *W. ` W. r . @Ar. P ARAG 651 SO. FT. r, MASS AMA 430 $Q. FT* e.18 Copyright 1990 Northwest Home Designing Inc. �3O SCHEDULE ° SIZE E I NAME DESCRIPTION DTY. NOTE } 1 ' " 3�Xr� k� tares $41126 Uti; 1 i 2 ZjX>be( ► awv �LoybryZ . ' j '' ' 4 'z' (•X It 4 0 6- .Xf.9Yl II .IL 11 3 e, el-Pas 2 41 UP h 1 4t,4046# " t:•010:47.71 I. 6'IC4 *41 Q F . AN 1 NOflt Al! bedroom wUsd'w® 11* had OW e>p`d r 01 LI >I . II MK clear *SOWN W. Ibe * al si `4'- Verify with *Wow Mfg. wlrs'ie crdsr g window* ME NAM DESORPTION I OTT. NOTES t 4:::::: . AL I� Z�X � '' 1 1 L, 2`x j II tiI,.L 11 II 4-• ' 6 -1 7 ...'i. &. 0 ! ®X` 11 11 12111111111 111 4.0 ' 11 II I 1 e)(4° i� = hates " (" , g Gox 3® t %i'— s • 1. ALL WORK TO BEA CONPORI11ANCE WITH UBC!. ®' 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDE. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. • 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATER PROOF TO MINIMUM 70 ABOVE DRAIN INLET. 6. SHOWER TO BE LIMITED TO MAXIMUM 3 G.P.M. FLOW. 7. ALL GLAZING WITHIN 70` ABOVE DRAIN INLET TO BE SAFETY GLASS. • 8. ALL GLAZING WITHIN 24" OF A DOOR OR WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS. 8. ALL SKYLIGHTS TO BE PER UBC 10. SMOKE DETECTORS SHALL BE 110 VOLT. INTERCONNECTED W /BATTERY BACK -UP. of IVED uA DEC CITY 3R 19 .9 PERMIT CENTER` FLOOR .AREA: U�PP'ER � '5 S'Q. TC. v t R L W ER FLG ��Q1'14 F ' ®Wr - �T � ��? � ..nfl MUCKED DRAWN! BY KW SHEET itUMBP kAti.driell/r E• UTILITY CABINET 1 '51 EIt 5R-1 I A FRAMING NOTES: yArsilms_ SCALE 1/2*-1!--O" C4 1. ALL HEADERS TO Be OF #2 UNLESS NOTED OTHERWISE. 2. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 3. SOLID BLOCK OR BRIDGE AT MID-SPAN OF ALL FLOOR JOISTS wrrH SPANS GREATER THAN 10c0. 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT8Y SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. • "..:7-1= • •. Oft RAI 0 601 oirm12- ■401-) LIZI 2 .1 I L J = STRUCTURAL NOTE. SEE ATTACHED SHEET Si FOR STRUCTURAL NOTES. tq� 453 : SCALE 04It;) z)(1.,1m9p-,.& OR q 1-1 ib F ,.051.4 gior 0%All . - a SEC ND FLOOR FRAN PLAN zba X k Note: All structural oompor ants . shawl are for referenc e ony engineers calculations for sizes. RECEIVED CITY OF TUKWILA fl E. C. PERMIT CENTEP 1 CHECKED DRAWN IT" 1 DES 1 GN 120 M SHEET NUMBER 3 3 OF 9 DRAWN Of X.w. 341 SECCND U COPYRIGHT 1 9'90 NORTHWEST HOME DESIGNING INC. SCALE: 1/4* 1" 0" FLOOR PLAN 0 •13rF4'r --,- ST ! SCALE 1/2 "- 1'-O" see 4 1 KITCHEN CABINETS N. RE TUKWILA CITY � DEC 3 199 PERMIT CENTER • 0 as co cq cia z M MI so co 0 cN I III se g ins 77r ® e Wsd C , o C1 • D'E.S f`G N 124' 4G`F 9 SHIEET MASER) 4 • ROOFFRAMING.NOTES: gxeas 1. ALL .HEADERSTO 19t uLESS:NOTED 4THERWF 2. ALL-TRUSSES: SHALL CARRY MANUFACTURERS STAL4P. SHALLHAVEDESIGN.OETAILS AND SpeCIFICATIONSON SITE FOR FRAME INSPECTION. SHALL BE INSTALLED AND BRACED' PER MANUFACTTJRER'S SPECIFICATIONS. 3. NO TRUSS SHALL BEFIELO.MODIFIED W TI4OUr 11110R`CONSENrOF THE'1 J5 ENGINEER AND THE BUILDING DEPARTMEN f' 4. PROVIDE:ATTIC ACCESS MINIMUM 22 30' WITH MINIMUM 30" HEADROOM 5. PROVIDE ATTIC.VENIILATION'.PER UGC'1505.3. (1/150 r ATTICMAREA) TaBE DISTRIBUTED.EOUALLY BETWEEN EAVE AND filOGir . • 6. RIOCIEAND VALLEY RAFTERS SHALL BE THE SAME DEPTH AS THE CUT END OF RAFTER, 7.ALL'MULTIPLE RAFTERS MUST BE BOTH GLUED AND NAILED. ALL /WANG TO COMPLY WITH UDC Nola: All str otu shown are for refarenoe only. Sae engineers calculations for all sizes. O F-.. F "R A N PFL A L �r.reasr� r.�.�ri a�.rM►r-r�i' SCALE 1/4' 1' -dO 1 aseimieetemerstrimotwilieeneereeleileoriolleleer RECE VED CITY OF TUKWILA hi° , C 1 1999 PERMIT CENTEP 9 co (Y) r® 0, 0 le u cl z 8 k2 g 0 co cs4 i 1 NM= NOM AMA VW_ 11M11._ WNW Inn RNLI 11 11 , • ^ 4 x 4 W11.1170W TRIM Z1,3 CAAMPEIZEP SiLL 514 se, sTm. wiwpow tNP. KLiZ. 1 214n, Lte. LO4e 14T. lot.r. Toe 4/.4 LogWeit to - rgIM AS- :\ 02 ir; KL.R. Ll Zi' SILL 5/4 ), Iglivt 'o453 LEFT ELEVATI SOV CCX.L)1.r14,1 cakt:4 PoRCIrt T ELEVATI 'ME VIM14.....t. WM. COVEI MT'L. 6u ovEr 5/4 8 Ept..."+k, Amu arum 544AKAs RECEIVED CITY OF TUKWILA 0 EC 3 0 1999 PERMIT CENTER /4x4 k Ax x 4 ..a -s.ai.■ • q5 --- GQNC.47Ed 4 rialto +LA.N. coiNet . "'Kim at• leeeik BACK ELEVATION SCALE: 1d4 1'- d" ,.� MI a MIN .�. — r , / 1►A II I I I # , :■ + RIM .® �: A NA'® ■�■ AIA�A� ■ _ ■ ■ ®, �■ a 1111111■11•1111111i 111111— 9"A Ms iNor - aim a ;III; B�A�A — e w II MOM MUM ® ,� , a' 1 • 'R Amm k ■ ! 1! AI a n f � Oi ■ �1 .. 1' 1h 111 j e Mkt ® I !tEE e . .. 111 _ ..' — s e ® �. r NM 1111111111.. MIlift 111111 N ■ I I MIS 1 ..... uU 1 2Nn. Y'L e. Toro M. Z ► `to.. t.04e I61'. gt..tt. Toe R. 14T. OLIO. LINE. 147. CLIP, TOP ie Y 19 PERMIT CENTEr DRAWN BY D'SB 120 `SHEET NUMBER 7 wD .xU.- „ 2x/0 .4.1p.5 llv ak- 1I bI 1-1. e 12' - I'I I oca L. x se a I_I_I_I_i111I_I'!�I- I_I_I___I le, '0/ Ir..AcK ACtr I ; 1 SHEET NUMBER 8 CFI EtKE D DESJG 120 1 1 1 13 'SCALE 3/117,1 e- 11 j i 1 I%e 24 d c. i �I� + � AuLD'c, r4( 53 STAIR NOTES: STRINGERS TO BE FIREBLOCKED AT BOTH TOP AND BOTTOM OTTOM. ALL USABLE SPACE UNDER STAIRS 10 BE 1 HOUR CONSTRUCTION. LAMIMUM RISE 10 BE r. MINIMUM RUN 10 BE 9 . MINIMUM HEAD HEIGHT TO BE 8' -I1 ", MINIMUM STAIR WIDTH 10 BE W. PROVIDE CONTINUOUS HAND RAIL 34' 103r OFF TREAD NO61P4 AND MUST EXTEND BE\ )ND BOTTOM TREAD. . PROVIDE GUARD RAILS AT LANDINGS MINMUMW HIGH 141111 NDf MORE TITAN 4" C66AR SPACrNEi 6 1,0VVE.R5 �jIMFI 1426 r . • 12 8 1 4I I o l G 1-,>44 ,c4e4 gig Imo-. nr N . t . cgirdvw RECEIVED cm( OF TUKWILA ;' 3 s 1999 PERMIT CENTEP tit M n g o 0 a ire 8 O 0 0 Oa i i V �u>> I Z x b Joi7r, 1 1. 1' t° G 41e GItu 4.4ErO DETAIL rd ,frVp o i&P oc: ---- 05m." !c.1+9 X4 .914 ar cuo vA po DETAIL 4' I 3" .t I t r 4 7 (T`f ) 2x(, 4:irt-tv6 b tz 1 iawutX�7lnw Zr Imo p1 dT6 s l 17f1�) , 2Ii1 - r P.' 1 Ir.KAA,OTI('N 2p 4 14,K1 4i.t �S'�t:ONG 4 Lae va t y teudru r 2- 1e 4 . $.L)ei1-I 0 p4Y60- r >x'i g►pir44.. 1141; - 2x r. T b "VcA Fro o a t P R A s� - 04 esarz 4 iohrT -1 /ewwP -- +Gt lx*F It VAf' DETAIL g• Iq 104i01 41,710N I i'sn -T 1 /2' •j1406►7u1Nee --- i4cab .647, 444 ---� 14.0 !Wogs P.'ATE JOIt'Th iJoc. rZT & Je T r -- It 1.1 1►Y>ULA t i O I-I • yrt.`1 Cl A aw4t.44C e 6c -T', 9'Or: YIO% r Z" p4zo►'1 I O #4 CWc 4u fiLA •r 'c, r r� 9 - 00 4 5 ,3 RECEIVED CITY OF TU \. LA DEC 3 0 1999 pERMIT CENTER oN co 41e 0 ,O Zr 0 titt 0 O w 0. Z 0 co CNECXED DAWN ItY DESIGN 120 M EXTERIOR SHTG (1) SIDE SIMPSON STHD14RJ HOLDOWN W/ (39) 16d SINKER NAILS ABOVE WALL BOT PL FNDTN FTG & WALL REINF. MIN PER LOCAL BLDG CODE PROVIDE DBL STUDS @ HOEDOWNS, LOCATE HOLDOWNS AT SHEAR WALL EDGES OR AS CLOSE TO EDGES AS FRAMING PERMITS, NAIL STUDS TOGETHER WITH 16d @ 6° O,C. PANEL EDGE NAIL SPCG PER SHEAR WALL SCHEDULE NAIL SHTG TO TOP PLTS SIM TO WALL EDGE NAILING FLR SHTG FLR JST PARALLEL DR PERP. TO WALL (1) #4 BAR MIN 12' @ STRAP 1/2' DIA. A.B'S. SEE SHEAR WALL SCHEDULE FOR MAX, SPCG, @ SHEAR WALL, EMBED ALL A.B,'S. MIN' 7° INTO FNDTN. PER UBC 1606.6 S rn rn r r SHEAR WALL INTERMEDIATE STUDS! NAIL SPCG 12' D.C. FOR 16' 0,C, STUD SPCG & 6' 0.C, FOR 24' 0,C. SPCG. SAME SIZE NAILS AS EDGE NAILS, INTERIOR PANEL EDGES. PROVIDE DBL STUDS', NAIL STUDS TOGETHER WITH 16d @ 6' O,C. EXTERIOR SHTG (1) SIDE SIMPSON MST__ HOLDOWN W/ (42) 16d NAILS @ MST37, (46) 16d NAILS @ MST48, (56) 16d NAILS @ MST60 & MST72, LOCATE STRAP UNDER OR OVER SHTG. WRAP AROUND BEAM @ HORIZ PANEL EDGES. PROVIDE 2X4 OR 2X6' "I • FLAT. NAIL WITH PANE EDGE NAILING. PROVIDE DBL STUDS ABOVE AND BELOW FLOOR AT HOLDOWN STRAPS. LOCATE HOLDOWNS AT SHEAR WALL EDGES OR AS CLOSE TO EDGES AS FRAMING PERMITS. NAIL STUDS AT UPPER FLOOR TOGETHER WITH 16d @ 6' D.C. PANEL EDGE NAIL SPCG PER SHEAR WALL SCHEDULE NAIL SHTG TO TOP PLTS SIM TO WALL EDGE NAILING SOLE PL NAILING. SEE SHEAR WALL SCHEDULE FLR SHTG FLR JST PARALLEL OR PERP. TO WALL c7q q 5$ )SEE STR NOTES: DETAIL R1 ATTACHED FOR TYPICAL VALLEY DETAILS. PROVIDE ROOF SHEATHING ON TRUSSES AND BELOW ALL OVERFRAMING. NAIL INIMUM PER CODE UNLESS NOTED OTHERWISE THESE NOTES. •INSTALL HURRICANE CLIPS AT EVERY TRUSS AND RAFTER SUPPORT. EXTEND GARAGE DOOR HEADER TO CORNERS OF GARAGE AND CONNECT SHEAR WALL SHTG TO HDR ENDS WITH 8d @3" O.0 AT EDGES AND IN FIELD. CONNECT BOT CHORD OF GIRDER TRUSS TO TOP PLATES OF ADJACENT WALL WITH SIMPSON MTS2O TWIST STRAP. CONNECT ROOF SHTG TO TOP CHORD OF GIRDER TRUSS WITH 8d @6"O.C. PROVIDE DBL 2X6 OR TRIPPLE 2X4 STUDS TO SUPT GIRDER TRUSSES. I PROVIDE SOLID 2X BLKG AT 4 RAFTER SPACES THIS LINE. CONNECT ROOF SHTG TO 'LKG WITH 8d © 6" O.C. CONNECT BOT OF BLKG TOGETHER WITH SIMPSON CS20 -R COIL 8d @ 6" O.C. CONNECT BOT OF BLKG TOGETHER WITH SIMPSON CS20 -R COIL STRAP. EXTEND STRAP 24" ONTO ADJACENT WALL TOP PLATE AND CONNECT. ›•PROVIDE DBL 2X6 OR TRIPPLE 2X4 TO SUPPORT ALL GIRDER TRUSSES. CONNECT DISCONTINUITIES IN JOISTS THESE 2 LINES WITH SIMPSON LSTA36 STRAP. CONNECT FLR SHTG TO JOIST THIS LINE WITH 8d @ 4" O.C. 3.STRAP BEAM END TO BEAMS WITH SIMPSON LSTA36 STRAP THIS LINE. 1? STRAP SPLICES IN WALL TOP PLATES THIS LINE SPLICES IN WALL TOP PLATES THIS LINE OF SHEAR WALL 2 WITH LSTA36 STRAP. ONNECT SHORT TRUSSES TO 2ND FLOOR WALL WITH METAL HANGER OFF 2X6 LEDGER. CONNECT LEDGER TO WALL WITH (2) 16d NAILS EVERY STUD. 1>PROVIDE SOLID 2X BLKG BETWEEN JOISTS THIS LINE OVER LIVING ROOM AND FOR ENGTH OF STAIRWELL. CONNECT FLOOR SHTG TO BLKG WITH 8d @6" O.C. CONNECT BOT OF BLKG TOGETHER WITH SIMPSON CS20 -R COIL STRAP. EXTEND STRAP OVER ENTRYWAY TOP PLATES 24" AND CONNECT. 1•I, MINIMUM GRADE OF WOOD ASSUMED FOR BEAMS, (VISUALLY GRADED PER WCLIB, PA): DOUG FIR NO. 2 OR BETTER, JOISTS AND RAFTERS HEM FIR NO. 2 OR BETTER UNLESS NOTED OTHERWISE ON REDUCED FRAMING PLANS. 2ND LEVEL SHEAR WALL INTERMEDIATE STUDS NAIL SPCG 12' Q.C. FOR 16' D.C. STUD SPCG & 6' O.C. FOR 24' D.C. SPCG. SAME SIZE NAILS AS EDGE NAILS, INTERIOR PANEL EDGES. PR ❑VIDE DEL STUDS, NAIL STUDS TOGETHER WITH 16d @ 6' O.C. @ HDRIZ PANEL EDGES PROVIDE 2X4 OR 2X6 FLAT. NAIL WITH PANEL EDGE NAILING. SHEAR WALL SCHEDULE ( SEE ATTACHED REDUCED FLOOR PLANS FOR SHEAR WALL LOCATIONS) Shear Sheathing Panel Edge Holdown Sole Plate Nailing Applicable Detail(s) Wall (See Ftnt 1) Nailing (See Ftnts. 3 & 4) Anchor Boit Spacing (See Ftnt. 2) E 7/16" OSB or 15/32" PLWD (1) Side Ei: 7/16" OSB or 15/32" PLWD (1) Side EI :: 7/16" OSB or 15/32" PLWD (1) Side 8d @ 4" o.c. 10d @3 "o.c. 10d @3 "o.c. FOOTNOTES TO SHEAR WALL SCHEDULE: MST37 STRAP (2) 16d @ 6" o.c. STHDI4RJ OR HD5A STHD14 OR HD6A (1). EXTERIOR SHEATHING ON EXTERIOR WALLS NOT INDICATED ABOVE SHALL BE 15/32" CDX PLWD, OR 7/16" OSB APA RATED SIDING. EXTERIOR WALLS NOT ON SCHEDULE SHALL HAVE MINIMUM PANEL EDGE NAILING OF 6d @ 6" O.C. NAILING AND STAPLING 12" N FIELD EXCEPT 6" O.C. FOR 24" STUD SPACING. (2). MINIMUM 2 ANCHOR BOLT PER WALL. 12" MIN FROM ENDS. PROVIDE 2" X 2" X 3/16" SQUARE WASHERS ON ALL ANCHOR BOLTS. (3). ALL HARDWARE SHALL BE SIMPSON BRAND OR EQUAL. (4). LOCATE CRAWL SPACE VENTS CLEAR OF HOLDOWN LOCATIONS BY 6" MIN. USIN THESE STRUCTURAL DOCUME GENERAL PROPER EXECUTION OF THE ENCLOSED DOCUMENTS REQUIRES THAT THE FRAMING AND CONCRETE CONTRACTOR STUDY THE DOCUMENTS PRIOR TO PURCHASING MATERIALS AND INCORPORATE THE ENCLOSED REQUIREMENTS DURING, NOT AFTER, CONSTRUCTION. CONTACT ANDREWS ENGINEERING IF THERE ARE ANY QUESTIONS ABOUT THE DOCUMENTS. DO NOT POUR CONCRETE PRIOR TO FOUNDATION INSPECTION BY LOCAL BUILDING INSPECTOR. DO NOT COVER WALL SHEATHING PRIOR TO FRAMING INSPECTION BY LOCAL BUILDING INSPECTOR. THESE S DOCUMENT SHEETS ARE TO BE USED IN CONJUNCTION WITH THE HOUSE PLANS REFERENCED ON THE COVER . THE " ENGINEERED" OPTION HAS BEEN USED INSTEAD OF THE "PERSCRIPTIVE METHOD' TO CREATE A LATERAL FORCE RESISTANT SYSTEM IN CONFORMANCE WITH CURRENT BUILDING CODE REQUIREMENTS. THUS " PERSCRIPTIVE METHOD' REQUIREMENTS DO NOT APPLY. ALL METHODS AND WORKMANSHIP SHALL BE PER THE UNIFORM BUILDING CODE 1997 EDITION WOOD AND CONCRETE CHAPTERS AS AMENDED AND ADOPTED BY THE LOCAL JURISDICTION. SHEAR WAL REQ UIREMENTS - SHEAR WALL SCHEDULE NOTE THE CIRCLED NUMBERS ON THE ATTACHED ARCHITECTURAL FLOOR PLAN(S) . THESE CIRCLED NUMBERS CORRESPOND TO THE CIRCLED NUMBERS ON THE SHEAR WALL SCHEDULE. THE REQUIREMENTS FOR EACH SHEAR WALL ARE INDICATED IN THE COLUMNS NEXT TO THE CIRCLED NUMBER ON THE SHEAR WALL SCHEDULE. THE INFORMATION PROVIDED INCLUDES REQUIRED WALL SHEATHING, WALL SHEATHING PANEL EDGE NAILING, ANCHOR BOLT AND OR SOLE PLATE NAILING, HOLDOWN TYPE AT WALL EDGES, AND THE APPLICABLE DETAIL FOR THAT WALL. THE DETAILS ARE INCLUDED IN THESE S SHEETS. EACH DETAIL ILLUSTRATES THE ITEMS IN THE SHEAR WALL SCHEDULE. THE SLASH MARKS AT THE ENDS OF THE SHEAR WALLS ON THE REDUCED ARCHITECTURAL FLOOR PLANS REPRESENT THE HOLDOWN LOCATIONS. ADDING UP THE NUMBER OF SLASH MARKS WILL GIVE THE TOTAL NUMBER OF HOLDOWNS REQUIRED. FRAMING REQUIREMENTS - STRUCTURAL NOTES IN ADDITION TO THE SHEAR WALL REQUIREMENTS AND CONVENTIONAL FRAMING REQUIREMENTS, IT IS NECESSARY TO INCORPORATE THE REQUIREMENTS GIVEN IN THE ATTACHED STRUCTURAL NOTES, IN ORDER TO COMPLETE THE LATERAL RESTRAINT SYSTEM FOR THE STRUCTURE. NOTE THE NUMBERS IN TRIANGLES ON THE ATTACHED FRAMING PLAN(S). THESE NUMBERS CORRESPOND TO THE NUMBERS IN TRIANGLES ON THE STRUCTURAL NOTES SHEET(S). THE LOCATION OF THE NOTE ON THE FRAMING PLAN(S) INDICATES WHERE THE REQUIREMENTS FOR THAT NOTE APPLY. CERTAIN NOTES INDICATE REQUIREMENTS THAT ARE UNIVERSAL SUCH AS CONNECTING EVERY TRUSS TO SUPPORTS WITH A HURRICANE CLIP. GENERALLY THE NOTES INCLUDE STRAPPING AND BLOCKING REQUIREMENTS. DETAILS CALLED OUT WITHIN THE NOTES ARE ATTACHED AT THE END OF THE DOCUMENT. SEE FRAMING PLANS FOR BEAM SIZES. STRUCTURAL DOCUMENTS - USING 1997 UBC "v L✓ ANDREWS ENGINEERING - Structural ` IVY Engineering 4924 109 St. S.W. Suite A Lakewood, WA 98499 (253) 584 -3475 SEE DET SW4 A.B. @ 1' -0" O.C. SEE DET 04 OR S2 A.B. @ 1' -0" O.C. SEE DET S11 OR S13 16XX 19 AVE. S. NHD #120 -M URIEN, WA Projec No. 99262 meCEJVED OF TUKWILA =t 5k 1999 .ENTER HOLDOWN BELTING SCHEDULE ,A' HOLDOWN BRACKET , B, BOLTS INTO STUDS 'C' BOLT INTO FOUNDATION 'D, BOLT EMBEMDENT HD2A <2) 5/8' DIA, <1) 5/8' DIA, 16' HD5A <2) 3/4' DIA, (1) 5/8' DIA, 20' HD6A <2) 7/8' DIA. C1) 7/8' DIA, 20' HDBA C3) 7/8' DIA, <1) 7/8' DIA. 20' HD10A <4) 7/8' DIA <1) 7/8 "DIA, 24' HOLDOWN BOLTING SCHEDULE 'A' HOLDOWN BRACKET •B BOLTS INTO STUDS BOLT INTO FOUNDATION 'D' BOLT EMBEMDENT HD2A <2) 5/8' DM. <1) 5/8' DIA, 16' HD5A (2) 3/4 DIA, (1) 5/8' DIA. 20' HD6A 42) 7/8' DIA, (1) 7/8' DIA, 20' HDBA (3) 7/8' DIA. (1) 7/8' DIA, 20' HD10A (4) 7/8' DIA' (1) 7 /8'DIA, 24' zz z d m z ' HOLDOWN BRACKET BOLTS THRU STUDS EXTERIOR SHTG (1) SIDE, NO PANEL EDGES FROM WALL BOT PL TO FNDTN, RIM JST— 'C HOLDOWN BOLT IN FNDTN ALLTHREAD W/ 90 DEG, HOOK, FNDTN FTG & WALL REINF, MIN PER LOCAL BLDG CODE 'A' HOLDOWN BRACKET BOLTS THRU STUDS EXTERIOR SHTG C1) SIDE 'C' HOLDOWN BOLT IN FNDTN ALLTHREAD W/ 90 DEG. HOOK OR SIMPSON SSTB BOLT FNDTN FTG WALL REINF, MIN PER LOCAL BLDG CODE PROVIDE DBL STUDS 2 HOLDOWNS. LOCATE HOLDOWNS AT SHEAR WALL EDGES OR AS CLOSE TO EDGES AS FRAMING PERMITS, NAIL STUDS TOGETHER WITH 16d @ 6' O.C. PANEL EDGE NAIL SPCG PER SHEAR WALL SCHEDULE NAIL SHTG TO TOP PLTS SIM TO WALL EDGE NAILING FLR SHTG FLR JST PARALLEL OR PERP, TO WALL PROVIDE DBL STUDS 2 HOLDOWNS, LOCATE HOLDOWNS AT SHEAR WALL EDGES OR AS CLOSE TO EDGES AS FRAMING PERMITS, NAIL STUDS TOGETHER WITH 1Qd 2 6' D,C, PANEL EDGE NAIL SPCG PER SHEAR WALL SCHEDULE NAIL SHTG TO TOP PLTS SIM TO WALL EDGE NAILING INTERMEDIATE STUD& NAIL SPCG 12' D,C, FOR 16' O,C, STUD SPCG & 6' ❑.C, FOR 24' D.C. SPCG, SAME SIZE NAILS AS EDGE NAILS. INTERIOR PANEL EDGES! PROVIDE DBL STUDS, NAIL STUDS TOGETHER WITH 16d @ 6' 0,C, I +i 1 +i 1 Ii + wm + - + -i+l. _ k + -- '+1:' la I I +T 1 SHEAR WALL - -4 u 1/2' DIA A.B: S— SEE SHEAR WALL SCHEDULE FOR MAX SPCG. 6 SHEAR WALL. EMBED ALL A,B.'S MIN 7' INTO FNDTN. PER UBC 1806,6 SHEAR WALL 1/2' DIA A,B,'S SEE SHEAR WALL SCHEDULE FOR MAX SPCG. 2 SHEAR WALL, EMBED ALL A,B,'S MIN 7' INTO FNDTN. PER UBC 1806,6 INTERMEDIATE STUDS. NAIL SPCG 12' ❑,C, FOR 16' O.C. STUD SPCG & 6' ❑,C, FOR 24' D,C, SPCG, SAME SIZE NAILS AS EDGE NAILS, INTERIOR PANEL EDGES PROVIDE DBL STUDS, NAIL STUDS TOGETHER WITH 19d 2 6' ❑,C, 2 HORIZ PANEL EDGES PROVIDE 2x4 or 2x6 FLAT. NAIL WITH PANEL EDGE NAILING. -- -II - -- u 2 HORIZ PANEL EDGES PROVIDE 2x4 or 2x6 FLAT, NAIL WITH PANEL EDGE NAILING, EXTERIOR SHTG (1) SIDE SIMPSON - STHDI4 H❑LDDWN W/ (38) 16d SINKEI2&� FNDTN FTG & WALL REINF. MIN PER LOCAL BLDG CODE PROVIDE DBL STUDS @ HOLDEN/NS. LOCATE HOLDOWNS AT SHEAR WALL EDGES OR AS CLOSE TO EDGES AS FRAMING PERMITS, NAIL STUDS TOGETHER WITH 16d 2 6' MC, --� PANEL EDGE NAIL SPCG PER SHEAR WALL SCHEDULE NAIL SHTG TO TOP PLTS SIM TO WALL EDGE NAILNG (1) #4 • BAR MIN 12' @ STRAP SHEAR WALL INTERMEDIATE STUDS! NAIL SPCG 12' D.C. FOR 16' D.C, STUD SPCG & 6' D,C, FOR 24' D,C, SPCG. SAME SIZE NAILS AS EDGE NAILS, LUNN, CLINT, 2X TO LOWER ROOF MEMBERS WITH (2) 16d NAILS, CONN UPPER SHTG OR SLATS TO 2X W/ 8d C 6' 0,C, 1/2' DIA, A.B,'S. SEE SHEAR WALL SCHEDULE FOR MAX, SPCG. 2 SHEAR WALL EMBED ALL 'A,B: S MIN 7' 'INTO 'FNDTN, PER UBC 1806,6 - INTERIOR PANEL EDGES. PROVIDE DBL STUDS, NAIL STUDS TOGETHER WITH 16d 2 6' D,C, STRUCTURAL DOCUMENTS - USING 1997 UBC ANDREWS ENGINEERING - Structural Engineering 4924 109 St. S.W. Suite A Lakewood, WA 98499 (253) 4 -3475 1 2 HORIZ PANEL EDGES PROVIDE 2X4 OR 2X6 FLAT. NAIL WITH PANEL EDGE NAILING, RECEIVED CITY OF TUKWILA EC 0 199F1 PERMIT CENTER NHD #120-M URIEN, WA Project No. 99262 S� 2 1}..4 General: • Construction shall comply with the Uniform Building Codes (UBC), latest edition adopted and ammended. • Do not scale drawings. (Use dimensions) Refer to Interior elevations for cabinet and counter lengths, dimensions, counter top materials and detail reference. Verify all existing dimensions before installation. • Design Criteria: (assumed) Dead Toad Actual Floor live load 40 osI Deck live load 80 psf Stair live load 200 psf Roof five load (Snow ) 25 of • Wind and earthquake: These loads vary depending on site location. Check with local structural engineer to verify compliance with lateral loads. • Assumed allowable soil pressure 2000 pal • Insulated double glazed glass at all exterior glass areas and tempered glass in all sliding glass doors and windows less than 10" above floor. (Check local codes for additional glazing requirements and also manufacturers specifications) Verify all rough opening window sizes with window manufacturer. • Kitchen range and bathroom exhaust fans shall be vented to the outside via metal ducts unless otherwise approved by the building official. Clothes dryer shall be exhausted to the outside it in any area that is habit able or containing other fuel burning appliances. • Every dwelling unit shell be provided with smoke detectors conforming to the latest edition of the UBC. Detectors shall be mounted on the ceiling or wall at a point centrally located in the corridor or area giving access to rooms used for sleeping purposes. When sleeping rooms are on an upper level, the detector shall be placed et the center of the ceiling directly above the stairway. AU detectors shall be located In accordance with approved manufacturers Instructions. When activated, the detector shall provide an alarm in the dwelling unit. • Stairways: Maximum rise 8" minimum run 9", Minimum headroom V -0 ", minimum width 38" handrail to have ends returned and placed minimum 34 ", Maximum 38" above tread nosing, unless designated for the disabled, the handgrip portion of handrail shall be not less than 1 1M' nor more than 2' in cross section dimension or the shape corners. Handrail projecting from a wall shall have a space of not less than 1 1/2" between the well and the handrail. Install fire blocking at top and bottom of stair run. Useable space under stairs to be surfaced with 5/8" Type 'X' GWB, tape and finish gypsum wallboard. One hour construction. • Showers: Showers shall be equipped with flow control devices to limit total flow to a maximum of 3 gpm per shower heed. WSEC. Showers to have 6' 0" high minimum surround with water repellent GWB e t ta41 backing. es b ckl It enclosures P n . A e Ica 10 be Safety Yg lass • r A t' trio Ventilation: . free ventilating r I s than 1/150 of the area f the net a a ea shall be not lea a t e e o e space ventilated, except that the area may be 1/300, provided at least 50 percent of the required n ve 111 the upper i space i o alto provided ventilator a portion of the g are is prov dad' by vent toe located i pp p n t be ventilated at least feet above eaves or cornice vents with the balance of the required ventilation provided by eaves or cornice vents. Rafters spaces enclosed by callings directly applied to underside of rafters shall be sized to allow a minimum 1 inch clear vented air space above the insulation, Attics with a maximum vertical clear height of less than 30" need not be provided with access opening. Per UBC. • Exterior Decks: When decks, porches, etc., are more than 30" above grade, provide guardrail not less than 36" high with intermediate members not More than 4' apart ( to withstand a horizontal force of 20 lbs. per linear foot ). Provide minimum 18" crawl space under wood. Foundations: • `'ootings to bear on solid undisturbed earth. ( Assumed soil bearing capacity to be 2,000 psf ). • Footings shall be placed at a depth to conform to local codas. • Cnncrele shall attain a minimum 28 day strength fc =2500 psi and mix shall contain not less than 5 sacks of cement per cubic yard. • Reinforcing steel shall conform to ASTM speelfication. (elide 40. fy =40,000 psi Design 1b) 18,000 psi. Concrete protection (covet) for reinforcing shall be as follows: Footings and other unformed surfaces, earth surfaces Formed surfaces in direct contact with earth Surfaces exposed to weather Slabs and walls (Interior face) Concrete deposited against earth Formed concrete against earth Exterior faces of walls Interior faces of walls To top of slabs•on•grade Light Framing- No. 2 and better Studs- No. 2 and better (Light Framing) Joists and Planks. No. 1 and better Beerns and Stringers. No. 2 and better Posts and Timbers. No. 2 and better 3" 2" 1 1/2" 3/4" • Reinforcement shall be accurately placed and adequately supported by concrete, metal, or other approved chairs, spacers, or ties, and secured against displacement during concrete or grout placement. Tack welding not allowed. Except where shown otherwise on structural drawings, reinfo,cement in concrete shalt have concrete cover as follows: 2" 2' 3/4" 3/4" Wood: • Sawn lumber calculations are based on Douglas Fir- Larch, except as shown otherwise on drawings, graded in accordance with Standard Grading Rules of WWPA or Rule No. 16 of WCLB, as follows: • All 2" lumber shall oe seasoned to 19% maximum moisture content. All wond in contact with concrete, masonry, or soil shall be pressure treated. • Glued-laminated members shall be Douglas Fir-Larch or equal, conforming with ANSI /AITC. Grade combination "22F" unless otherwise specified on drawings. • All plywood shall be identified by grade mark of an approved inspection agency and shall be Standard C•D Flat interior with ext. glue unless otherwise specified on drawings. Plywood exposed to weather shall he (minimum ) CC Exterior. Framing Members: • It may become necessary to Increase depth of framing tnembers to accommodate thicker insulation materials than that shown on drawings. • Top plates shall be doubled on all stud walls. Cripples under headers shall be co tinuoes to sole plate. Block all stud walls as required for sheathing Blocking, 2' wide of equal depth of the n mbers, shalt he provided between all joists and rafters at their supports, utrless members are nailed to a rim joist. • Beams, girders, and joists supporting trearing wails nr other concentrated loads, shall not be notched—Joists, except as above, may be notched no deeper than 1/4 the depth, at ;op edge only, provides; such notch is located within 1/8 to 1/4 of span from face of support. Sawcuts for notches shall not overrun depth of notch. Holes in joists, beams, and girders shall not be larger ir, diameter than :/10 the depth of member and shall be located within center half of the span. f.Il holes shall be centered within depth of member. Hoses and notches in studs shall be located within 1/3 of height from either lop or bottom hut not closer than 8" from plates, Holes and notches In studs shall net ox:eed 1' in diameter or depth. Studs in exterior walls shall not be notched. • Joists, rafters, and decking shell not be cut and headed or displaced to provide for openings in roofs or floors, except as detailed on drawings. • Install all horizontal members with crown up. • All members in bearing shall be accurately cut and aligned so that full bearing is provided without use of shims. Bearing posts shall have lull blocking or support under. All rafters shall be notched for full bearing at all supports. All joists shall have a minimum of 1 112" bearing on wood or metal supports. Lapping joints shall have 6" laps centered over interior supports. • Ledgers and stud wall foundation sill plates shall be bolted to concrete with anchor bolts of size and minimum spicing as shown on drawings. At least two bolts shall be'rovided for each piece with one bolt within 12' of each end. • All plywood wall sheathing shall be applied as follows: Center vertical joints over studs and center horizontal joint over 2' blocking or plate. Nail top of panels to double top plate, and nail bottom of panels to anchored sill plate. Apply gypsum board so that end joints of adjacent courses do not occur over the same stud. • Plywood sub floor and roof sheathing: Install with face grain at right angles to supports, continuous over two (2) or more spans. Allow minimum space 1 /18•inch between end joints and 1/8-inch at edge joints for expansion and contraction of panels. underlayment: • Underlayment shall be installed in accordance with this code and as recommended by manufacturer. Lay underlayment on 16 Rosin sized sheathing paper. Particleboard floor than 1 et -inch in C Standard. l n shall be not a underlaymenl shall conform to UBC da . Under ayme 1 I less 1 0 Ihickness and shall be \ identified by grade mark of an approved inspection agency. • 1/4• to 1/2" thick: 6d common or 1 1/2" Ring shank nails 8" o/c le edges and 8"o /c each way in field. • 5 /8" to 3/4" thick: 8d common or 1 1/2' Ring shank nails 6' o/c © edges and 8'o /c each way in field. Nailing: fi • Minimum nailing requirements for standard connections unless specifically shown or noted otherwise. Automatic nailing or stapling devices shall not be used without prior approval of method and fastener by owner. Item No. or o/c Qt nails Size of nail box or common )(aisle Toe nail to plates, sill or girder To parallel alternate joists At laps over bearing, face nail End nail to plates Or toe nail 2 each. side Too Pl.afe Spike together Laps & Intersections, lace nail plockiOQ To plate or toe nail To Joists each side or toe nail 2 2 4 4 3 3 3 2 4 16 "o /c to rido ins Toe nail to joists, each end 2 Studs Corner, angle, or multiple 24" o/c 2" x laminated beams or lintel Spike together 16" o/c Dbl. joists or.headers Spike together, along each. edge 18" o/c Plywood sheathing and sub-floor nailing AI edges of each sheet 3/8" thk 1/2" & 5/8" thk 8d 18d 16d 16d 8d 16d 16d 16d 8d 16d Item No. or o/c of nails Size of nail box or common 8d 8d 6' o/c max. 10d 8" o/c max. At interior of each sheet space nails 10" o/c for 3/8' and l /I" thick plywood • Sheathing shall be nailed as follows., except where shown otherwise: • Root plywood: 8d common at 6" o/c at all supported edges and at 12" o/c at interior supports. • Floor plywood: 8d common at R" oic at all supported edges and at 10" o/c at inferior 10" o/c at all interior studs. • Wall plywood sheathing direct to framing: tOd common at 6" c/c all panel edges and at l0" o/c al all interior studs. • Anchor all studs at door openings, ends, and comers of walls which are sheathed with plywood and /or gypsum board to bottom plate with 2 Simpson A.35 framing anchors. All manufactured connection hardware shall be as designated on drawings and installed and lull nailed in conformance to manufacturer's instructions and applicable ICBO approvw, Trusses: • Prefabricated wood trusses shalt be designed by the manufacturer for the spans and conditions shown on the plans. A loading shall be as follows: Top chord Loads 25 psf Top chord dead loads 15 psf Bottom chord dead Toad 10 psf Total Lnad 50 psf (exceptions: Tile roof load to be 55 psf) • Wood trusses Shall utilize approved connector plates (gangnalt or equal) furnish shop drawings and design calculations (complete with stress diagrams) for approval prior to fsbricatlon. Submitted documents shall bear the stamp of a registered professional engineer provide for shapes, bearing points, hip framing, etc., shown on the drawings. Provide for all temporary and permanent truss bracing and bridging. Truss shall carry manufacturers stamp. Contractor shall have design details and drawings on site for frame inspection. No truss shall be field modified without prior approval of the building department. Gypsum Wallboard: • Provide gypsum wallboard of type and thickness Indicated on drawings. Gypsum board work and materials shall meet all requirements of ANSI, for the "Application and finishing of wallboard." Joint compound system mixed, applied, and finished in compliance with manufacturer's printed directions; to be invisible after finished, Including all metal corner beads & trim. • Gypsum wallboard on stud walls: cooler nails at 7' 0/0 all studs, plates, and blocking use 5d nails with 1/2" wallboard and 8d nails with 5/8" unless otherwise shown on drawings. Building Felt: • Cover surfaces behind siding, shingles, and where indicated on drawings with asphalt-saturated, non-perforated, felt without wrinkles or buckles. Lap horizontal joints 3', 8' at vertical joints, and carry into openings, up walls 12 and down sides 8' minimum. t.ocate end laps at feast 18" from internal and external corners. 5. Miscellaneous This Agreement is governed by the laws of the state of Washington. Neither NHD nor anyone else who has been involved in the creation, production, or delivery of this product shall', be liable for any direct, in direct consequential, or incidental damages. Violation of the terms of this agreement subject to a ten thousand'(31C dollar penalty. Should you have any questions concerning this agreement, or if you desire to contact Northwest Home Designing, Inc. for any reason, please contact in writing: NHD Marketing Division, 4928 109th St. S.W., Lakewood, WA. Fax (253) 588 - 0807 or call (253) 584.6309. NHD Co„ traction Document License 1. Grant of License In consideration of payment of the building rg ! ee which is a p art of the price you paid for this product, Northwest Horne Designing, Inc., as Licensor, grants you, the Licensee, a nonexclusive right to use end to construct one structure from these documents. NHD reserves all rights not expressly granted to Licensee. 2. Ownership of technical drawing NHD retains title, 17 USC and ownership of the construction documents and all subsequent copies of the works regardless of the form of the original and other copies. This is not a sale of the original documents whatsoever. 3. Copy restrictions These technical drawings and the accompanying materials are copyrighted. Unauthorized copying of these documents is expressly forbidden. You rrray be held legally responsible for any copyright infringement that is caused or encouraged by your failure to abide by the terms of this agreement. 4. Transfer restrictions These technical drawings are licensed only to you, and may not be transferred to anyone without prior written consent of Northwest Home Designing, Inc. In no event may you transfer, assign, rent, lease, sell cr otherwise dispose of these construction documents. Important Notice: HOME PLANS Online WWW RECEWED CITY OF TUKWI 0E17 3 't ,9'. PERMIT CENT' The plan you are receiving is designed to be sold throughout many jurisdictions. Building codes are subject to change and varying interpretation. The purchaser must ensure that the plans comply with all local building codes, and are suitable for specific site requirements including structural engineering. Before beginning construction purchasers must have plans reviewed by a licensed structural engineer to provide analysis, calculations, stamp and signature on the drawings. Modifications may be necessary for compliance with your local and state regulations and codes. NHD, Inc., makes no warranties, either expressed or implied, regarding these plans. G • v Zo !111111 t co n 0• Li Q ? 0 pea 0 t,/') 0 at 0 r-- Go N CHECKED SHEET NUMBER 1 OF ak ■ Pe Cg'21 G\7)1`') _Z Gt 1 DRAWN BY J DESIGN Detail