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Home My WebLink AboutPermit D02-127 - PONCIN RESIDENCE - NEW SINGLE FAMILY RESIDENCE• PONCIN RESIDENCE 12222 44 AV S D02 -127 "M, [ - ._ . a( d - li , ig.. Ci ty of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , DEVELOPMENT PERMIT z , 1� Parcel No.: 0179000480 Permit Number: D02 -127 \.. w cc CONSTRUCTION OF A NEW 1,818 SQ FT SINGLE FAMILY RESIDENCE, 480 SQ FT ATTACHED GARAGE AND 160 SQ FT U N. UNCOVERED DECK AREA. rz = F.- PUBLIC WORKS ACTIVITIES INCLUDE: Wter Meter, Storm Drainage erosion prevention, allentown water Z service fees, land altering 1 . Value of Construction: $177,589.20 Fees Collected: $2,929.41 . i • Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: V Occupancy per UBC: 7 } Public Works Activities: . j Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N N S tart Time: End Time: j " '' , Hauling: ,• ,r; Land Altering: Y Volumes: Cut 111 c.y. Fill 111 c.y. r, ° � ∎ 1, o Landscape Irrigation: N ( �,• : " r M z Moving Oversize Load: N Start Time End Time , ";A ;), ".' Sanitary Side Sewer: Y f Sewer Main Extension: N Private: Public: ;, -L 1.; : °:It Sto Drainage: Y ii 3 ■ Street Use: Y ,,olz,v, >`TA Water Main Extension: N Private: Public: r "m� " Water Meter: yEa , , y # Channelization / Striping: i L doc: Devperm D02 -127 Printed: 07 -22 -2002 ; ,..,..,,,,.u. ¢ . Ww: .,.,,yk�.,.,s,ai..�• »,.r,c,n.»««e +rra+YawxrtMrllPi ' ra r., , • • + ti Cit y of Tukwila Tm Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: ofZal�i ' ri �•-� Date: Z Z rt hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and n' ordinances governing this work will be complied with, whether specified herein or not. —J 0 U) 0 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws w = ; regulating construction or the performance of work. I am authorized to sign and obtain this development permit. —i F ! I N Signature: , ��.. Dater 1-% w O Print Name: / � p ;'; G lc) d w 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 Z H. I suspended or abandoned for a period of 180 days from the last inspection. Z O • 2 U 0 : in O= O F-- i I w • ro � LLI N z • • \. doc: Devperm D02 -127 Printed: 07 -22 -2002 . z .. ... _.::...__.........,.... ......_.." _,,.._......_....._..,. » ....... .......w.... _.,.... �.,�.,,..�.. ! ..,,..�... ,... .,,.... as . „� . x,;�..w„�n., „rt4N.1. W f 4 � City of T ukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . PERMIT CONDITIONS i Z Parcel No.: 0179000480 Permit Number: D02 - 127 • r ' w c � Address: 12222 44 AV S TUKW Status: ISSUED QQ Suite No: Applied Date: 05/09/2002 U O Tenant: PONCIN RESIDENCE Issue Date: 07/22/2002 W w i J 1- 1: ** *PUBLIC WORKS DEPARTMENT * ** ! u_ 2: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours W 0 in advance. 3: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to LL, Q the Inspector for N = prior approval. i~ w 4: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be Z underground from the point of i— 0 connection on the pole to the house. w w 5: Any material spilled onto any street shall be cleaned up immediately. 2 6: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. O N ' 7: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and pi- prior to the Final Inspection. = U 8: The Land Altering Permit Fee is based upon an estimated 111 cubic yards of cut and 111 cubic yards of fill. If the final quantity LL 0 exceeds this amount, the Z j developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. w co 9: ** *BUILDING DEPARTMENT * ** N H 10: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. O 11: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296 - 4722). 12: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 13: All mechanical work shall be under separate permit issued by the City of Tukwila. 14: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be I maintained and available until final inspection approval is granted. 15: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 16: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification '. rs _ > showing the fire performance rating thereof. 17: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as fF amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 18: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for rE f ,; special inspection. kk, 19: All wood to remain in placed concrete shall be treated wood. Y`� 20: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a ? >Y" ' permit for, or an approval ` As ° doc: Conditions D02 -127 Printed: 07 -22 -2002 *' ; ` Y ; � M "M'.WVnAMhaYMrs•r', nor . ...vr. :. nw. ns: w. m2ri'4?Itfef3li+; miseliia % I J . +? ' .rS - .,I ■ .-- _ _- , - , . 1." - .. 4 04%A. k flt, 54141 1 & City of 1ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate Z or cancel the provisions of this code shall be valid. \,.. ' 1 z' 1 . 21: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. re 22: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code 6 m and the Washington State U O i Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. , 0) 1 23: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. W = 24: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). N 1 25: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). ' uj 0 26: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or F- more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. LL ?. Covered material must be (.0 d stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and _ following storms. z F- 27: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All Z O disturbed areas of the site shall be permanently stabilized prior to final construction approval. 28: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be o N a maximum of 15 %. Turning radii H w shall be a minimum of 5'. w 29: The water meter box shall be located within City right -of -way at the property line. i v ti� 111 Z V co I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances 0 H , governing this work will be complied with, whether specified herein or not. z The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: L6-7z2,24____,) Date: ,2 /.);' l»' -_. , Print Name: /1 ck 1 h L J,( ' •.' s fey... 1 de l 0 11� s I Y �1 1 doc: Conditions D02 -127 Printed: 07 -22 -2002 • , ..--' , - -� -Cr- - ---"c' City of T kwila �60.� Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 WATER METER INFORMATION 1 z Parcel No.: 0179000480 Permit Number: D02-127 Address: 12222 44 AV S TUKW Issue Date: 07/22/2002 1„ , 1 Suite No: Permit Expires On: 01/18/2003 rt g 1 DESCRIPTION OF WORK: U O CONSTRUCTION OF A NEW 1,818 SQ FT SINGLE FAMILY RESIDENCE, 480 SQ FT ATTACHED GARAGE AND 160 SQ FT co 0 ' UNCOVERED DECK AREA. w w LLI PUBLIC WORKS ACTIVITIES INCLUDE: Wter Meter, Storm Drainage erosion prevention, allentown water to 1— service fees, land altering 0 ul g J . YIN Meter #1 Meter #2 Meter #3 LL j F= Water Meter Size: 75 0 0 ? F' Quantity: 1 0 0 Z O Water Meter Type: PERM n Work Order Number: 5204h02 0 to Connection Fee: Y $60.00 $0.00 $0.00 0 H: Install Deposit: Y $250.00 $0.00 $0.00 = W • Additional Install Deposit: $0.00 $0.00 $0.00 .H U ' Plan Check: Y $10.00 $0.00 $0.00 LL' Z Inspection Fee: Y $15.00 $0.00 $0.00 tii Turn On Fee: Y $25.00 $0.00 $0.00 0 Special Assessment: $0.00 $0.00 $0.00 ~ O H; Other Fee: $0.00 $0.00 $0.00 Z . Total Fee: $360.00 $0.00 $0.00 Total Water Fees: $360.00 • J ri 't,' 1 ;t; z r ? 'i,, '- k '.; y�{ f l 1 r 4 q � �j;�)C t't i f i R,1. doc: Miscperm D02 -127 Printed: 07 -25 -2002 r,,,A7-1.! ,.. ti i ( en"...!? , 9,, )s , CITY OF TU (WILA .FOR STAFF USE ONLY 4 5 �0 Permit Center Project .tuber: � 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 DoCaLINP2e7 f808 (206) 431 -3670 Permit Number: Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: N O r C , P O tic 1 I i� ( d • em ce V alu e of s uctI n: `�� -� C I rd&ess: ( 4 , . � � r w C4 State /Zip: Tax rcel Nmber: "f'T rL F} r � l�-� Pa o � u 0 005 9gd 1 Property Owner: l 1 ^ ,� L D pQ C; hone: f �'�� (•o ( o) 1- t 6 - '5 9 l $ Street Address: City Sta Zi % Fax #: Imo c_Iq 1 DA � St,J - (- LX - a:4 (=,•.s (--JA. Contractor: LI n n� &- C.--r i o ) one: a r ', Street Addr ss - City State /Zip: x #: k3.1_ T S9 I 1 I ‘4.. S ' . f3 oa, Ls L JA . 9 el (r4 � acie) 2-t �- Scl � Z Architect: P one: Str dress: C s �ta A Fax #: 1a�r eet Ad W�� isa�- st�- s�� Engineer: s O lN.., Phor:, a5) 41 l ---(0 60 Street Address: City State /Zip: Fax ( #: Z ate1O E I-R • S .Q. 101 Qb \ -Lull IA = z Contact Person: ��tt�� n y: 'a N " law 1 ---D V�O ( c_A ru Phon ,c 10) 10 - F 9 1 Q e Q 6 Street Address: - City State /Zip: Fax • la) 49 ► ;t o 5t„j, &v.-4 w, w6 . °r .61 Li 6, 24(0 -6'9 g 0 Description of work to be done: W C c L cam- S., IQ , 1 L -;,Ak: LA c�-.o k d. u_ Type of work: Jew Single-Family Residence W O g y El - Single- Family Residence � 1:71 Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* Q ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) N = ❑ Deck(s) - Covered & Uncovered El Residential Residential Reroof t- W Is this site served by: Sewer El Septic (King County Health Dept. approval required - 296 -4722) ? H I- O Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) W 1— sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck ? D Proposed New Square Footage: 1 A I r3 sq. ft. Dwelling sq. ft. Covered Deck(s) 0 N W O sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 1 b O sq. ft. Uncovered Deck �= W W Floor Area Ratio: (total floor area of all structures divided by the area of the lot) i tt To I- 0 u - 0 *For an Accessory dwelling, provide the following: O Z Lot area Floor area of principal dwelling Floor area of accessory dwelling U u) * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. 0 I-- Z APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVILPLAN REVIEW OF THE FOLLOWING ' (Addltional reviews shall be determined 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 _ �n Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- f viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. .'..� subject , P Y com PY f ., ; � . :■ : .,. 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 ''' q Y PP g ( ) PP ism `' be extended more than once. Date application accept • Date application ex fires: A licati • initials 1 PP P PP PP ) 1�.. S d Z / 2 �- i f il PLEASE SIGN BACK OI FORM [ + ll SFPERMIT.DOC 2/13/97 I !. ........ =: „ , . -n4 4s,+x .*V!Xf" lnr4t nnm,,...- ,..,..,....,.,....___ .. .. ,.. . ..,, ,.•M.: .....M... ,.. , .m <,,-,.,.......... _......„ _ ... . _`I . - . - . T - - 4 •` ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDtN* �SITE.PL4NS AND UTILITY PLANS AR TO BE TO `"' .. • a,; N/A SUBMITTED • ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. in ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- ~ 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) in ❑ 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), z show proposed and existing power, water and sewer lines, existing storm drainage system, Q downspouts and foundation drains, and where drains tie -in. `. I w 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 0 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. N 0 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. w = ■ 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the N I- shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). w 0 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the 2 high water mark. 5 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form U- H -9). = ci 1-- W ❑ ❑ Foundation plan and details z ❑ ❑ Floor plan z 0 ❑ ❑ Roof plan g uj ❑ ❑ Building elevations (all views) D 0 ❑ ❑ Building height o 1— Cl ❑ Building cross - section 1 0 ❑ ❑ Structural framing plans and details necessary to completely describe construction u- o ❑ 71 Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available Lii N o at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. F- � in El Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ` ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 1. ., ... t i $ulld!ng /Authorized Agent the. applicant is other than the -owner ; registered ' architect /engineer, •or contractor ;licel7sed'. lt; , t, by the State: of Washington, , r a notarize .letter-from the property owner'authorizing the agent to submit this permit application and ter :obtain the permit will be, required as. part ofthis submittal. . s,P I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF i PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ' , BUILDING OWNER 'OR AUTHORIZED AGENT: , . *iiii Signature: ✓ _ Date: 1. F, Print name: Phone: . : 4 4 Fax #: Address: City/State/Zip: 0 .: 'i .,-. ,- . -.•.;. a . ' Pi ';gip`. SFPERMIT.DOC 2/13/97 t ✓ ter '� x 1, .:K a \'W4.. „ :. • .... ... :'f NlSWkYRNCfCiq 'snbnwrn+y+.rwww... ,. .... i... ... ...... .Y.............rn.wF+.+yn.e^r�tR ..MeMl't� _ , . `\ , z \r • ,F-z re _J0 I 00 1. co c I • INSPECTION RECORD ' • ' w = • R a copy with permit r �`?, 10- co u . INSPECTION NO. PERM./ 0 CITY OF TUKWILA BUILDING DIVISION IM al • 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Q Proj c Type of Inspection: w d /1/C//ti A /'1 L LYn AN I- w . Address: G� ' /� Date Called., / 7 �� Z I s/. -?�.9e r . / 2 "" 4 " Z O pecia Instructions: Date Wanted: .Ca.m) Z I— „�(� /cx Q o ? . p.m. ? Q La _l71g� 64.../6.1 1 Request / erg V co _ Pho No: 0I— ee �- /..�a�- - stile �,0b) .V 1/� - s .) fg W W droved per applicable codes. El Corrections required prior to approval. LL Q . COMMENTS: U u) P _ 0 �'gwl1 1,c - C c�r�r PL� -�Co C tro 0/4 Q z pp :t: tr �, ,�r - l eemu - r �1 � . cf ot-yA — --V 0 \ 1 - �'t) t V,4 • . KA ' , `!: , • .15:•3, "` Inspectors Date: D 0 .. $47.00 REINSPECTION FEE REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Y Receipt No.: Date: ' ei;: " f el . _ Y. . „ ... ,. .. .. sa, . ., .- ./..446 , . +.4: 3 F„ , < .; 4-1,a 1 . . , . ,- . - i. - C r '0 . ••\ , 1 . • ._. ) Z < • \,. 1— Z W . re 2 ' Jo) ....i 0 0 0 •,—, 4 u) 0 INSPECTION RECORD : w w INSP CFI O w i Retain a copy with permit . --4 F ( E:4 0 - 6 - 1": -1 4 N7 3 . 1 - 3 6 7 - . ( , . ''' : 111 CITY OF TUKWILA BUILDING DIVISION '.• 'h 2 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 g :3 Pro' : Type of Inspection: -.: '1)C,(' n --) lc-e5 IC ("/ ? C C (... 13 /Gee) Fr/lcc-t ., -.• i U. St I 1 4 ' ' '. Address: .+:' Date Called: u 1 al 1 i 2 vci Ati-e s 11/;&/6, 4 ), 4, . i Z 1.- Special Instructions: Date Wanted: 4)4. I— 0 Z I-- / / iD / 40, CP•r • , ? LU al . Requester 7 „.._: ; 2 m . 1kA- it;r7( 1 n 0 u) , , . .• t 0 i C 0 - I ---„,.. Phone o: , ( CI .. , ier' , -, •-`, , c,W) ', (Li 1-- g .,_.,.__ ' Approved per applicable codes. F12 Corrections required prior to approval. COMMENTS: Ill i . .,, 1 , , t 4 rz I ..,, 4 0 0.1- 1V, 4 ' 117 .1 r4 ,,,,- ' - F7N. I 1 • ' . ' 4 ',..- , Y . )/l0' Ze...- ' C / 'T )72 1,■e_.4?■ r ..• I GI 4 > 1/147 o l9.) ,.--- ( J P.-.. ,ei / 4 .J.. , ` /' - 114414,0 ,_ /27 -4• ■ ,. fr..7 i ° L ) 464 e r2h. P./4 e-' .; g 61/° ( , 71L-- / .1., I /Ai 1 /4 . A., zed L7 c 4 ,,--, 74, /2,c,e0., A -,- m I - 7 2 ; t % , . ' pi s c.-- / 4. ; i ' : \ ' ; : ' '? ' " '' : P I 4 3 ' ■ 1 't -72 :e, -14 51 . .... I ,. ' ' )1 '14 ;,,... ... ' Inspector: Date: /I N-' 2 e ',Y, RigArg '1 1040tA El $47.00 REINSPECTION FE - REQUIRED. Prior to inspection, fee must be '9 '' l'," Vk• 141 . ,..- ...•-, paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 ,vartld7p,fq,,,f., •, .1.1:“ L" •'""n". ‘ . 114:::a 11 1"1111.1"1111111=11"46105235kteMtegillistle=tiMaimimumasomm■am.—;*:. ,,, 4% 4, .. %,"1 s'll,.1'4.,44..."Ar,..1''.'t, ■,,(,;,:,„,,, 1 ' �� . ti•., :` • ' Z ■,. ,H W CL dd 2 —.1 U •., - co o I NSPECTION RECOR w = Retain a copy with permit 1i 0? / N INSPECTION NO. PERMIT NO. w O CITY OF TUKWILA BUILDING DIVISION 2 QQ I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 LL Q Project__ Type of Inspection: rOnC►n s,6ted(•e. Win? =d I. Address: Date Called: r laa Ye( Ave S ////t//0_2 Z 1.- Special Instructions: Date Wanted: 1 < �. : Z 0 p-Qrtni+- in bacK ih / / / /5 t od p.m. W Lu I 9q 7 ( C( — , ao r vn i oc le e d Requester: 0 Phone No: (0 N 46)4 4 /6- 59i W L a , El Approved per applicable codes. El Corrections required prior to approval. tL ~O COMMENTS: tjj Z c n pygi, 11) esi m v,t94 , / 0 f / -'..: .t ,r 1 Y, 'y µ . % ; c J: ' . , ;':: , ;';;,r = t"e •. '; v vY,f,.r^4 " i • . K s I nspe for Date: l : El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1/4 (f;gl ! paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. " f, Receipt No Date:.,. , : r . trn +, 41itx b.9iSt st i !. t ' - r • - Z �^ � i- W . ,,,,........ Q 0O D INSPECTION RECORD `. ' I CO = Retain a copy with permit 1 • .3 --/? o —1 1— INSPECTION NO. A NI/ r .; CITY OF TUKWILA BUILDING DIVISION W I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J I . Pro' Type of nsp on• IL Q � 1,� " -; PP 414/4 " � = a Address: Date Called: H W ,_ Special Instructions: Date W nted: a,m, F- O ,_ rte- 0; : W W Request r: 2 n D 0 U Phone No: O N a 6' -2 y‘-- .5'9 o WW A pproved per applicable codes. Corrections required prior to approval. • F" u. COMMENTS: Z 0— F- H Z ... %z - ' I . y . , Il `riii y `t �. .:ry • ,: � �,t'�r , "oA' Inspector: () Date: } l 7 j' $47.00 REINSPECTION FEE REQUIRED Prior to inspection fee must be ,;�� . No.: .k. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ''" .. Receipt No Date: .I' r l :� , -,,,..„, , v..; , , , ,,- ...,I.P l+o ..15Lw1. .G I .. , ! ��' r .t .� .t:, ,J; .r f • .s J. q \..,?. t� ✓... ta'.Nr•. 1", '".. s. .. ` ", , ,,,ef, ,,, i . Sa...., .;,.).4Ri : , e,ls,,,, i9G4t•'31, ....••3..i,;..a.Pn;; , , I -, ..4. 1 -. . ft s. \ . 1 . . . ... ) l Z < . • \ , • 1 111 CL .c 6 5 . , _I c.) ''-' ' , INSPECTION RECORD • 0 5 u) 0 U) UJ . .) Retain a copy with permit P • - 7 - w i , INSPECTION NO. PE• . IT NO. - I — P / : , ", . CITY OF TUKWILA BUILDING DIVISION '' • i I uj u) u o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431-3670 2 • 1:. Proje Type op g :I /9 0/// /A i fig 5//2/2"; ,V' //VS,0, • ./10` .) , u_ a w D — CI Address: ,..., Date Calle5,:" 1 ^ 2g 9 1-/ -.> 1 ..s. , Special Instructions: Date Wanted: 'a — c7 2 0 — .0e2. Pm. I— 0 Z I— Requester: LU uj A411-- , 2 D D Ci . Phone No: N, 0 V) 6).0 X - — 5-9/7 1 . 0 — CI I- - Ill u j , ', Approved per applicable codes. 0 Corrections required prior to approval. 1 1 0 I- 1 . COMMENTS: , L I 0 Z , tii , . (0 0 ; I= 1 0 - , 3 , i , Edi ra ■ ft..z*r>in,,4; V,t ■ '' - ' .,.. Inspect r: , Date: - t , -44,..A: 1 .........A_.- . _ . . Ir • AIIIV' .----- i ir $47 00 REINSPECTIO EE REQUIRED. Prior o inspection, fee must be Irit,FAill • - p.' • at t300 Southcente Blvd., Suite 100. Ca to schedule reinspection. i'IP',9A , . Re - ipt No.: Date: 1jjv ' . '; > ,., '..: ''' - ' '-'. '',/"`, " ■'t ;,' A V*;`P'"' ' '':%;$‘`;;* * ''' '.= "''*' '...',. ,„ , .. , _ , , ,, , N v' - , ......x..iv..-- '' "'AA AAA ‘tall4a, ■134:41, ;L.', r.f. 0.Att,..4•4q.,,,,041-,(2."„.,14,„ ..,. ,•,,,i,, . l.4.1...' . ... \ 1 .. ' . ) ' Z < • \t, • I I ,i- Z tu ix 2 , , 4 ‘s, , ', i , , 1 6 m —J 0 1 00 ,. • ; 0 0 • ' •••‘';',:',:, : INSP CTION RECORD . u) w , ....c n , : • --- ,ra u j o tu i Retain a copy with permit Fb; /al% , • INSPECTION NO. PERMIT NO. , U) IL '',.... , ' ' CITY OF TUKWILA BUILDING DIVISION 1 A A 1 ,i *': 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( I. 431-3670 - Proieci. 0,..) Type of Inspection: i ‘`‘ i /r' 5 , ///1 I 4 M r,"' '''- , w , 1 a ,v , Address: " '. la . gYAU Date Callg.4: Z 1— 'If Special Instructions: .. , Date Wanted: ,Ca.rnD Z I-- 'L -' '. ' . , . /9 ---•0 11J c... p.m. 1 , ILI Requestgr: 641e- i D CI 0 P, t■40.....) c2v o, ,.... ti 0 Y2 i I 0 ;,..-.1..; , Ej A p p r o v e d per applicable codes. laCorrections required prior to approval. • I I— ;....- r - ,. . * :' ' COMMENTS: Z ' l ' • ' 1 . ' ' , 0 + ■ r. c ( I k j o l'' , 1 1 z \ f r ' r i ° VI I , r 0 Wl &P ' 10 .for-k- Or • -; orit c cv42. V , . I • , , z,....', •.- ., , .,,,..,.‘.. . • - • ...1.-74,..,,,,:,;. ;'. • . .-,--2,,Aa•:3., . 1. ',..'' . . 1 10 0 I! .:-...,,-,,tr.t, 4, ;. InspectoF: . A j u.... Date: /, LI— ! : . i , v ,,,,,,A.....4 , ,, ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1, tt!,;0*,'AiLk 1411104e,V.', " paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ...iitalLq,,,Lii41 • ,:: 1 WM Receipt No.: Date: ./ ,k • r;Z:1;V-7 • • .......qj r ...Z.11,44.2.2...., -.4:4 ' • I' ' ' - ' .. '*-1.4-1 .-2.-:-- '' - '' ' '1'.' '- . k.'- - . V ... ■ tv..,-.. , :o:Z4.4 , 4.4/1:141.1:6,1.11 , ' , : , ..... , ■. T, i,S■1: Wtit • • * , • . ' -' , __ . - ..\ . - - ,... • z < . 1,, w W 2 : .... V , _ .. ( ., • ' Z < . . 1 1 \ • ,F. Z 6 61.. 5 —1 0 i / t ' ' 1 ,s' 1 i .,,2 . ...l . ','...- ' INSFECTIONAECORD • . :.: i • b '0 , p — Ap 'ci w I _.. ,_. co LL. ...,,, .,. _ . 1 ii..1 - - . Retain a copy with permit 1 . 0 .-:'.' -.. '. INSPECTION NO. PER 40/ O. W ',..,.:::: -, . :‘ ' '2: ' W - A... \ I • . 1 1 ...,..i ) i i . .:: ... . 0{ y".4u CA I 0,r■ — -- )rA nor 4c1 - I 1.■ 5 %) le.t.i 1 tiv-■. i 1 , Pk.; .;-::•,'..,:;i - ,'. C 0 0 v o-\ ).4a \4) 'VI' - e Ne t A y 1 5 cd •() c'4 s9 V 1 0 .1" 'i \ VV ‘, SC) 1 ci Tr, ;tr'c' s -ov . X ( k ()r i :6;p:4,4i0l, Inspector: r -------0/JAY- Date: ilm IN, T. 19-02 ., • .goitgiTri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be .,,'''---t 44, c -k-r.., , [8:.* paid at Southcenter Blvd., Suite 100. Call to schedule reinspection. 1.4. , Receipt No.: Date: , 1.1,117 =.7d IC _ 7 „...,..,.."...........„ • . , . -.. ., , • .... ,,.: , ,,,,,,,. , ,t . ,4,-..,... .1..,:...,i;,,......;..y,.$;:c.. , , • k • 111 / •,.." ..."...e • , •••• • ■ ( N '. \ (.. ' Z 1 < . \ • ' 1 1 Z ILI re 2 • ----• , - , , , , , , , / • , 1 __I c) 0 0 co 0 . ,,,, , l ■ ( , ; ; , IA r , , . , ,; 1 1 , ';','I , ; . 'PC'e CO W WI ' , , , INSPECTION NO. INSPECTION RECORD c) -) .4? -, Retain a copy with permit 41)() ' - • 1 / PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I ' W 0 2 ?_- 0.. _ 5 ,... ;',, 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 (0 D a ..... Piqject: ' Type of jrispection: m I-- IJ- VO ‘ Ct A ra44 defice r- rLtpt.,0 m z 1 _ ,:e :. Address: Date called: r.-,:... I— 0 t PQ 1 -1 4 -1 1 )41 - r• C. ?//3/6 i , Z F.- Special instructions: Date wanted: ill W . .„.: .... 9, C O' D c3 • , . , ,- " -. 1. ..c r . I ) i Z . • ■ I ii— ,1•• Z cel : 6 = MIN _.,____ , INSPECTION RECORD 6■ / 41 ij' , 0 0 0 I1J t i LLJ I a Retain a copy with permit -J • i' , ' - TION NO, • PERM 0. iv]) i- ! W LL CITY OF TUKWILA BUILDING DIVISION u j 0 1 . ' 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 i 2 :i , • Prej- t: , Type of Ins ection• __,,,, . • 4 4 r/ . . . , or • . /7 64 '‘. • -., Vi'Pe.-5: Date Call d: --- /c7 — pedal Instructions: Date anted: "--/?—, P.m. I I— 0 Z I— Req estey: : Ill w 1 2 D )47/14-Z42) 1 1 D Ci 1 Phone No: i o co .... . - ‹I.-70 0 I/6 -5-f/d.' i 0 - 0 1-- ! ' ;;:. bApproved per applicable codes. GiCorrections required prior to approval. 1-. 1.;.:,: COMMENTS: , 1 4- z i iii CO 1:6 3 ,,, 0, C I i P I 'f,.: • - A , • o I i ,:•:,, .,. IA (...1_,6) . cS 411 : z 1 ::'...- •.A. (i t 41) .4' (%■- i ,•4:1: .. ; ..--• - i i .;''' ''''''' .• ( --- -- i/N i. 1C)-01,- "Aar; zahg d.,u,‘ I . !-...-.: - 6 / e, 1 r 0 co k('-'\_ cN tA T I ,,:-.• , .-c. ( 0 it Nek.1--LA--P e ----4111\4( _ .., . cl._ cAike, j,Q c)- - d i jz7c3N 0 - NV ' , .,, %- :(1.121 ai ) ----- A--- ., &;.,` 2.. ..,SE/q--p (9-A)CpO ... ... ector: , Date: S '..- 1 1 ^ /CA A ) Cft R — I -. 2. ...0a.- ,..z130. , . A ri 1 1 , 4f.00 REINSPECTI FEE REQUIRED. Pr r to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , k:0,0, kW1g11401.1 z'''.,'''''r41 • Receipt No ' Date: i rz.k0 j i , \'. . . . , . , .p..• ,, - t: '''',;..s':.: . '' s l -:''' ''' "' ' ' " ': - ' ' - '" '' ''.".'''';': ' '• '''''' '''-' • ' - - ,L.........;:.,..,.:.. . , . . ; s . `~ . . , . .. . � . ` • .'^ , - . re 2 e :,.. : . INSPECTION RECORD poiln i ( eta, a copy with permit -AP i w 0 Z p- i I- 0 ,.;:.::.. -: Special Instructions: Date Wanted: a.m. I ILI Liu 0 I- Phone a.. n (,,--a.c.-( e k6 ie / i 0 . . ' paid a t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ''''eq, ' lk • "..1.1/ 7 ..,.." - I. I - ',. 4./ 4 .. \ ... • . Z ■ 1 \ 4— Z re LLI -, - — - -- _ ' - - --' ' — C -• . • Z ,F- Z ILI CL 2 1 6 D , 4 —J 0 [ 0 0 1 CO CI INSPECTION RECORD MISI ,, W ILI .Y. Retain a copy with permit ... s - u., I —J I— INSPECTION NO. PE ; ' . \C w 0 U) u_ / ': , CITY OF TUKWILA BUILDING DIVISION ; f 411. 1 I j 2 i 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 ( '6)431-3670 1 g 7j 1 P Tyjace Inspectioc: 1 1 u_ -.- Or)c. 1 vi (- PeSICICii CL Jrrar t:Ja- t 1 NC^ l (n ) w D . I a Address: l .,D / I— ILI pa-2-D- Lfr( Ay 5 Date Cey , 0 I . . ,._ • Special Instructions: Date Wtntell CT. 1 a.m. i. I— 0 5 I OQ i Requeste4 . III al . 2 n HO v- n( d 1 I Phone:1)6 _ L49 ....s 9 le 1 ... 0 _ ... , UJ iii > . . 2 0 in Approved per applicable codes. El Corrections required prior to approVal. I— I COMMENTS: , ; • " Z 4 1 LLI j 0 , 0 1. P I - 0 Z , 1 , ! ,.. -., , . . - ,• -e. , 1 1 -- ,= ,... .. F...___ n 1 i' •,NA 1, 11 0 ', 1 , ,a ! A , I . , 1 -. L . 'i • ,P',4 . 1 ,t:''',i1N r- ,.,1 1 c1;41 ctor: Date: il..4.1V0,1 \ A $ .00 REINSPECTIO FEE REQUIRED. Pri inspection, fee must be , aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . ' , '.. • Receipt No Date: ‘ , ,•t,1:7 - }PrZvt,,I. 4 ?I'‘..V..,i . 4 `,:r; ■:`,..t Call ri tainglii ' '.., • ,' , f.: • ' .‘ ' ---. . ... I- , 1 ,I I ...-- • _., INSPECTION RECORD pfilig - Retain a copy with permit -4111. P Til CITY OF TUKWILA BUILDING DIVISION ' 711 1 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 e r ct: Ty f Ins ecti es, 0 .i9s 1-'100+ (26)41 -3670 reCAt k nC Me 2 i q /91. s Date Cal: /1 J Special tions: .proved per applicable codes. COMMENTS: , . ,.., . , , . ■ 0 Date Wastadi 1 ....., Requestelr:( .) 1 4d2( H a r ()ICI Pho n9..V ......2 I •-• -1(p- 5i 1 y .. ,. ... , , . 0 Corrections required prior to approval w )C .. IV/ , , . ) \... • Z • . • , I I — W LII 6 D C.) 0 U) 0 CO w NO. UJ F - 2 ?- 5 U- O 3 ,_ • tu x 1-- 0 z 1.-. UJ iii E D D a O 0) 0 — 0 1— I U.I I— C) 4. - 0 Ill U) C.) Z . - , ..., ) ., . n L 1 1 1 .....,„„ . • i . 1 . . 1 - ., ■-, 1 . ,,:' ...,..- .1—■ l 'i.„1,14 c).....)Q,....3, . sil4V7t'A# El $4 .0 REINSPECTION FEE R UIRED. Prior tolinspection, fee must be , 4Z,142:n.„,..: pa df 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,. ylVit.f,MAi- , (tiV,10164 Receip No.: Date: e-v,'.3, tit14Y, S. SS . , ‘, 4 -1... . \-. :2-4'..N:5': 4 , 7. - 'Y 4 1 ..,,,, ,f a ..14,,,, „_ 4. .„.4.; __,,,,,,,!. , r k i il , i, ' qj - r \e '' . Zia...1.4..... “WI ' L' 4' t4t Irr .14 tL• L , ,^d2e , LA.ti , r: '%"..`.. ' Lit r` ' 4 'Q., ij ' a Approved per applicable codes. E] Corrections required prior to approval. I .. ~ O COMMENTS: . Z Ili 4 0 CO ~ O I"' Z ' > ; 1 ‘,. •1 1 / (4,T�,Tik rNi 4 i al r Inspector: Date: L oz Y ;pa.�; 47.00 REINSPECTION FEE REQUIRED. Prior. to inspection, fee must be paid t ' $ Q p T p aY,�,. SUE lr at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;w , , Receipt No: Date: - : ' r' + ,. .. 5 :f;C:,r.oty +.',aJ^is +.+/'= cYU +:S?<,irivf 'm.re`n7rita ■ i _` , '~ -. ^ ' ' \ ` , ,'. / - ILI W as (O a Retain a copy with permit u j 0 it INSPECTlON NO. PERMIT NO. . ., 2 ?- 1 - CITY OF TUKWILA BUILDING DIVISION 1,-444 , . 6300 Southcenter Blvd, #100, Tukwila, WA 9818; (206)431-3670 0) 1 Addre,ss. t /4 vii q Date call I I— 0 Special instructions: Date want : ..._ e......_ 13 a.m. 6 .m. .2._ W uj n 0 ,' 1 CL-VCA 11 (T - C) I - . : ,prove per applicable codes. ' ' [5:41 d El Corrections required prior to approval. Z 9 • 2 — ai.' Ni:;,..„,.„4„, __... , _a-14,6e_, r /N,,,,c.....e .4 ..... „.Q ....1 0 i 04,‘,-fi,:..,;,, 1 , lir s' .00 REINSPECTION FE REQUIRED. Prior to i Pection, fee must be paid .^., V17: 4 7 . 6300 Southcenter Blvd., Suite 100, Call to sc dule reinspection. , . J . . ■ '\•fir -,,, •` r z . = 1-- •:--,--:- fi . . ,i . ,•• i ii . , / , x" I kt 1 j \ u) W 4 . r., INSPECTION RECORD J = ', :":. Retain a copy with permit to U. ''sr'' INSPECTION NO /, / PERMIT NO. tL1 O b ', ::: CITY OF TUKWILA BUILDING DIVISION 7• r .6 2 I- 6300 Southcenter Blvd #100, Tukwila, WA 98 88 (206)431 -3670 u.. a '`" P�y ect %� ,r Tyke o f I nspe d ory : (0 / or Cir1 Residence ennce to eti a 77 = w -' ess: w Date cal d: Z 1- /97/ --) 7/ 3, p R " ' r- 0 A ' ` Special instructions: Date w ted: Cm' W w w., ,. , p 3/ 4 �v: :.: Req e t r. U o hccro Phone: CI I . ; ' k ; ; ,7 — , P 1 /6 — 5 fig z W - Approved per applicable codes. n u. Corrections required prior to approval. O tyJ ai Z . ::• COMMENTS: O ~ C.� tr r- .0 tans - C rO v� -1•P,� -1- Z ) ' cr9tn� r at �- e — k trvo.Ic," A .. . Sept � 2 c it S v a Y OJ ' J w 4 • ., V1ntiac�Lre c vovv\ gOv - v \ /ors ? I y • . •a.^ - l y4 X r i�t�f -.s.., rzN ,d. Inspector: Date: —7 ,,, ` ,.,,�,a ::'` : 0 $4 7.00 REINSPECTION FEE REQUIR Prior to inspection, fee must be p aid '''s. ;;f 2?� A5 v.....„.„.4., ; � ;`:' at 6300 Southcenter Blvd Su ite 100. Call to schedule rein ecti on. Receipt No: Date: ,rM "ic.' `, '!0 •• nC pl'A' 1S ;';? t; ;,;.*::+4,4,"'•,,:;', 1' ,71:, '-"Ad " Y* ' ; .n'NO ^>' (•. :` '. ∎:,. ,Yr k., M .:L:L:s.•:; ,.,,, ..�. `!ran . r`� , . . {ii'�.. ."' 4M1 . J k r !` .. t, r . i7 �.. } , (,h..r., �;`..;:,1 ? >1,� ' i;}i. T� 4.,',li, '. 4 , ..:j : i ' .. (•. .. .. .. .. - .. � rt,'. ' }ii. ...t.434)ti1 S.t ..v y`%+'K.n44 . it , •r4 , }'.t kl+p,y • - \ , z a . • ,,,,,,p,:',4=rIl;,.-''';:l.,1-',1;u,4". ''.. ',.• ' '''''• .- ' '•': '''' . .. ' ' .. CC LLI „ 2 . ,. , * ,,i f.:,. 1 ' ' 1 ; 1 I I • ' , k•N O 0 W 0 , f:. INSPECTION RECORD Pc AP • ,- Retam a copy with permit - . ., ., ▪ ., INSPECTION NO. f , ill PERMIT NO. U) LL ..., .... '!` CITY OF TUKWILA BUILDING DIVISION ii , lb uj 0 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Py.olp We of Inspection: „......._ , a.< i6D1') ( / k Ftc's tee_eil a /75 t rdii -bor) f-C2Drinc(i I ° :io.,.. Address: Date 7 car: f J I i lil *'''', :. /,2 2.? 4-/V /9 C 7 -- /0 a • Z F. ''''.!••-•• • • Date e_iv7ted: / •••,,,,../..,: Z I-- z.c,•: * / Requd 2 D .,.... , a t - 0 id. D a 0 ....-- Phone 1 ,, I - 1 , ,• ., - 1 , ' , i• : CI 1-- •';',.:.' ,1 :::- • 2 an - 7 L /CP - C 7(8' i j ..-. :• . , m u • f ' LI Approved per applicable codes. Corrections required prior to approval. I-- , .47is;:; ■ ..:..: , COMMENTS: Z Ili to . . , , t I ..) SI-3% ,1.04. y-ev is' ov, -.0y- V vors.ct 1 d 0-i ...r\lp IA 0 ir■ ( n + - A 1,1 m if), ks , Z ,, , skotA) • rvy-\ 0 v\ y-k „ To !r-:-., . :, 2) 1 4 ''' V-n-4 1 v‘ vli u s4 ..,...- • . "b-ei to i a WI ( A i Irn 0 vie\ ()hdt,y-\ \Pt \c04 4 . • , , „-..,,, , ,... ... s a ..2 elf' -C 4 - 'f' k I 4 1 k_o \ J1/4. .v\cl "e 0 r- la fr. A i (-CA- „. ' • .:•'-•, i 1 .:. own Aot 1 oy. Clir r,lk,t) r‘e. 5 iNc.) (-V S i U • . , , ...i, ) "' - I..a IA11 A4 C1IACI 1C./ 14 ArCA lA / 1 1...r , ...... \ -- Skr) I A l s. 2O — U\ (Al P3r •;,,:,`.. ''''' ;',.•':. • +-:• : 17 4 , •;t1tp; , 1.11,3q.A , '••‘/,'' 4";+.k qt' , "'".11r.‘1411 :,..„ - f Inspector: • Date: 1. s'::• •,...” 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ittkidi at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,. vrk•§Z02•11 ., . . ..;.:, Receipt No: Date: , P•Ap;21 4 tl • .. ... ,..m...a., ;; `1 1 ifligalW&r/3:1,;',44.46W - . ceut ... qo P» .A. :' 4',.:A; • , ......-- , V • -4.Q1 , .1,-. --- - oe 4.-- r , 4. f . . .., . Z \ n ,1•••• Z LLI CZ 2 , ill co 0 — . - 7/ , . / 16 2 -4A,-, , ( , „. . .....,...,. :.:,,,,: ,.• . z ;.. ,._. .:,-,,, ' • . ' . , r 4 I (C 1 A 2 /7 g /t C.11 . fr S AA • .., \ I (A ' 1: ... . „, ■ I . 1 p I )44 z... A.4"..e 5 (A,..4.4,A ...- ,. , . 1 K I r / - -- , 1 . , . I N 1 - I .0........_ , .., I , 1 j 1 ., : I • . A '• -;1 riail.:14) r ' 1724M4 • 1 . inspector: Date: , a t:fl'':?4•44 i , 6 U .. , , ,.. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be '/Iti t paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: . „- .:., , , . . ,„. .Y.,.0 ,,.. ,, 1, •• ,, iV, Z. , 1 ,11. ; ...,Y,Iwk .,,,,,,,,,..,.. ...4,14,,,Arbka„ , Jc‘i,,,n.,.•A,i •.' ,.. 4/ 4, r • d' 4 .04 j.ir 1 , .',:.m.;',-'.;, , ■....................................... w re 2 6m a., _Jo . , INSPECTION RECORD 40 0 lloo CO MI INSPECTIO NO Retain a copy with permit I - g CITS' OF tUKWILA BUILDING DIVISION PERMIT NO. • , -, _. 1 i J I... CD u. 0 11J / 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431 „ 2 Pro t: Type of Inspectiom:. g 71 On ci rTh?es; cteiic e pw -Fi nal co = Address: Date Called: — a idgag, ikl Ave s ri) 4 0 / 0 D, . i , Special Instructions: Date Wanted: 1: Z I.— ■ -`' ":', iii-7/or), le;m13411- I— 0 Z Requester. ..-.. s 1 Ill , ' ul 2 D rt 0)e ( /7) ., .. _ % Phone No: • U \ .:, co 0 — UJ N; Approved per applicable codes. El Corrections required prior to approval. . UJ r 1— / COMMENTS: 9 - 1 0 Z CCA 5 t( 6 L ciNv -Z. co.ao -20(., 5--)((,),J - p..99 Ei pi • 0 A-9-1.1f. /A it[7:7 . ..c iv re,,„ „ 1 \ . ... . . .,,.., ono . • ., ... 1 , ,,. 1 . . - . „, Pvv - ,. ., i ..i fox , , 3 pai. . . i , ,,41t.iN, ,, .A rt4?2 - 1 Inspector: Date: I 1/60— .,., , , -"•6, 1 "1:e ',■',. 1,4 1 I 'Ej S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be .. , . ' it. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,. i Receipt No Date: , ' • i t ., ,.„....„,,...,.., I , . , . V"42. k. 2 '..$1 .r • , ...42 .2 2 ' 2 . Pl. ''') 2” ■ 2 ' ' ;Y. • Wii. f ', ''' ,' 0 ,,,,` ; 4 ,0. 441,tit. .r0.), ivhAq IS YA'r....A '`IiVr.I.r:f4V-Mrt,', 1 , '. .. - ..\ ■ ' . ... Z ul re •,trc;,-. 6 = ...1 0 00 Aii ,, , u) ILI gir INSPECTION RECORD • ui I -J 1— v:i ,, , , : ii , v. ,;::: , w Retain a copy with permit i 0 i .4.. 4.1 i INSPECTION NO PERMIT NO Li'i: ;.:.:. CITY OF 7TUKWILA BUILDING DIVISION .,. 6300 Southcenter Blvd., 1100, Tukwila, WA 98188 (206)431-3670 i u....1 -J ..,,,,•-• :. PrOje ,.. Type of Inspection: I ( l'h -1;e3ilem e. will P . .4. : Address: .. Date Called:) :`'-..:. .:.: ... AV:9,2, W Aae S 0 9/o )e 1 Special Instructions' 7,--i Date Wanted: , "- ra.m iiPPIN L.6--e( oide r Requester: ,_. /0/0 1/09, , - r:M - • ): 2 D n CI 0 u) WPC. ' i): p p 4 rr) ,y, (4-1 i-e:, leo si: k-i Phone pio: . / 0)p 1 ( 34, 0) ,e7 - 23 60, t I, W uj i 0 . DApProved per applicable codes. 0 Corrections required prior to approval. :, ,..; Z 1 . 1 ,.t CO 3 =.' . :•.-:,;ICPMMENTS: ‘.1 01 ",.. Z iSt iOVOI C Y ( • ':- . ' • ...u.N.3 ..{ At Al p‘t(t di" A r 6049 --..?::'.,--, .:: tb .1) , 1),), o .C. D T: • . :!...*:•:::*.,*:..-..* i * . 0 • \AAiA.A.:," wr.,, PL129i Oa6.0.1., c ( ''-' c11 o • 1A , ibtl / te .0.9 S 619 a/ 11)6/14 v. / 5 , .i .. --C444/.. O °vv . tni rp y per 0 TO . - 1 1 ) (V ‘ y Wyjr-Q-'t Ply, ID ,. (AJ 9.1 04±..k „ , I / 6.....Via i. ;Al ; ) t (1 (010l iftAP: VI , 6•7( - 12) 1- 6 (A....e.- Wq, . ' C.) f< " 7 . , 1 tzia MI ..., ,, .., Inspector: . • ei \) Date: £o 0 i n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1E14'i:a i ‘ .. , "" paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i '=•e's:q5Tzr,,,,,„,, Receipt No Date: "."5":"•4 .4',04;ri;■,:::::,::,-.7.;:,y4a0+.:A. •■:CN44:04 i■ ; _ -- - - .- - . . .\ - / ,, - Z \\ Q .. ` j W 6 _ •• UO --- LU 1 j� _ YO �' Retain a copy with per mit INSPECTION RECORD it V ' ' � � �,7 _1 co N O PY P W INSPECTION NO. PERMIT NO. 2 CITY OF TUKWILA BUILDING DIVISION g - I 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 to D d ' I Pr ' ect: Type of Inspection: = tL I- _ Ad�ess: Date called: - ate all d: ': I ess le giL c� S. q / q/ w o Special instructions: Date wanted: ' I . l a m , g m p. m : D o Requester: ;. 0 —• OI_ , Phone: --.;;� i • Ww I-- n A pproved per applicable codes. 0 Corrections required prior to approval t O : =. Ili Z ' U =. r . •. [ pr COMMENTS: ~ i O Z § 555 g 5/40 2 d �C.a QJ 78 c �� " -' t ej j l� z 1 4 04 e2i / / 0 ' P(1x , 11 ,, f / , Zfri„,-,I : 4-f VI • 55 g a 6. `' file, ?b �..o w// 4-J, a I ! i s t5�' ri ,. t, M k r i�4; y . Inspector: /?, I f ` ' Date: jj , `iu¢ ` $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid } ?a•„a; .. K . x at 6300 Southcenter Blvd., Suite 100. Call to schedule reins p ection, ., f Y "' " , „ s Receipt No: Date:'' ' ,. i.G: . .. . . .. " . ... , �'. ,,( ho '• q ;, i n. < i ;:rs• :•."'; 1i'75 .. .. . :n ! . .'r '":i', '1J'"': " " . r t• :',r ac. . q .,, .. '.iF';._.S 1C�s ink" x+tRYyw�.�,aiuF:i.n+....G. �.r.4a1 de:c; .. ..... ■ Z S 1 \ u., 2 -J C.) ( ,,, INSPECTION RECORD Retain a copy with permit . ilki I a77, . „. 6 D (..) 0 CO 0 U) LLJ LIJ I -J }... U) U. i . o 0 la/ INSPECTION NO PERMIT NO. ' 2 f CITY OF TUKWILA BUILDING DIVISION g - =I 1 u. < 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 52 a , 1 , r.o4t: , Type of Inspectts I-... 1.1.1 r .... (4 t n Re5iciefx c _„ ..... . .a. 1 .- 1 ' Address: Date called: i ._. 0 i- "'it/A Ave s 0 &/64,1, A : z 1- Ul ui I ' Specialcinstructions: Date wanted: , • 1 (a.ni.) , 2 n oe /0710d- p. m . 't- n . ear I k-. a. en . ( 0 1 R eques t er , 1 i",, i • • e, . ' Phone: Wttav SIC'Y P° -rit,-,: LU u j 1 D Approved per applicable codes. , 0 Corrections required prior to approval. r 91 ; COMMENTS: ki,..) A .. ‘,. . ,, • ■.• I -- u o - z ., 1) V 7/62... A 5 . ri.. 0 1.0..,c4melo t . 6k. PA.471. x.). O. C-rt4,4, 7t) 4.1.g (erti4,1 . -,- S . , 60-1-1,..a.t - +z) . . 't 1-- y-6 AL , ,„. ( g (..- erie,...0-4 /1"--L4 770 C. 4 ' er (.1 fep/if ,/,/ 7A4,6. 6 X Ili ,i)(.4-e....44,944.Xs-‘ 6 A-9(0qt . Y-4k.A.-5 , 04_ '1 DrP,4 (f‘ ) 1 • - C 4 e d..1 1 , ,, .-14-7 . n - , 1 ' Ab i)/5,94,1 5 ( i tA ril j, , .i, • ' • .,. . .■ c -a„ 4 ■ • Its_lia ' , , . , ..,,=1. :k.de i ' -:•' i - . 1 .41.r,i'4 1 Att , 1 Inspector 6 u Date: ,J ... i , ' Il 7/ (-1-- 104.61 ., El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ii i PkTti2f t at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: tsp i , . ' l" " ''''- ,.'' ' ':::'.' ,-. ,. - — , , % ., )., —,-,. P •' ' ' .. ' -., .. " . • ' a y,4.1i.e$, , DAttv,f,.. , 4■,.P..,..v. , 44,lie , q , WO , ■ .:'.. ‘ __________-----......... ■ b . -^44.1 - - -'- - - --- -- -. - - . , --', — doc: Receipt Printed: 05 -09 -2002 ` 3 , s ' • ■ ■ - . .-- - -- • - - . _\, -4./ ■ • t OA Op , I , c t �� ;� ity ,,,, C of Thkw i 1 a .0. d 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ' . ; Z RECEIPT ' Z W CC 2 Parcel No.: 0179000480 Permit Number: D02 -127 _10 O Address: 12222 44 AV S TUKW Status: APPROVED w 0 Suite No: Applied Date: 05/09/2002 w = Applicant: PONCIN RESIDENCE Issue Date: N I } U. ■ WO Payment Check 5375 1,999.55 Z • o w ; ' ~ OF - ACCOUNT ITEM LIST: Z Description Account Code Current Pmts 1 BUILDING - RES 000/322.100 1,430.55 INSP FEE - SME /SSS 402/342.400 20.00 INSP FEE - STORM DRAIN 412/342.400 15.00 I INSP FEE - UTILITY 000/342.400 30.00 . PLAN CHECK - UTILITY 000/345.830 30.00 j PLAN CHECK - WATER METER 000/345.830 10.00 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER ASSESS - ALLENTOWN 401.388.104 109.50 WATER CONNECTION 401/388.102 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 250.00 t, ., ;' .... ..' WATER TURN -ON FEE 401/343.405 25.00 - 1, LA Total: 1,999.55 l f Lam=! ' ( r;t n:. .^:fit t . f' :) 07l25 9716 TOTAL 26E rc "j!i' T doc: Receipt Printed: 07 -22 - 2002 rt File: D 02 -0127 35mm Drawing #1 . - --°'� 2Q AMIN �� 1 — S E " P ROJECT: JOB #: JwJ . Architecture • Engineering • Planning BY: xi/ 12810 N.E. 178th Street, Suite 101 2 Woodinville, WA 98072 • (425) 481.6601 DATE: �4/ i ' 3/ of iet F 19 ARE AS SHOWN ON SHEETS /0 � " " ` \, w THROUGH 9 OF THESE CALCULATIONS FES - 't' • WITH NOTES, SCHEDULES & DETAILS s 'ontA l. , OJ 02 PER DRAWING No.TSE -1 THROUGH TSE EXPIRES 08 20 *2 07,4 r ENGINEER'S SEAL IS FOR LATERAL LOAD ,,,,,m,-:• DESIGN DUE TO SEISMIC AND WIND FORCES ONLY. GRAVITY LOAD DESIGN IS THE `•.e , RESPONSIBILITY OF THE BUILDING DESIGNER. EXCEPTIONS: 1 N y 1 v 7.22.00d A14 F look, 13ekA4 ; • 51 e-i -- a _L 1 1 , 4 T A Q`t1 f a4 .. ......; .:.r..n ay.n'n:...v.. .. I - i . -, ..0 r --. , ••\ . 1 ) t . .....fflom.. % --.--. . 4■111111 , 41■111 __ TSE PROJECT: JOB #: 333, Architecture • Engineering • Planning BY: KR) 4 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 A (425) 481-6601 DATE: ejAhlitil Z. ' • r :t. z < . I \ . 1.- Z -130' • 0 .s1 6 g3ps: 1- 0 re 2 . 6 m 1 , 0 0 0 ...;......, • ........ wrng VIM • • U) ° i 0) uJ 1 I _ .,.= 1.■116. • LLI i i ,i A - — • -.I I- I mu. I 4'10 -'-•--...,7L __. ----- . 1/3 ,..:4,.....:.•-=1, .1.:•• - .. . uj 0 I _ 2 istoss - MU mir ..._ ms . = .. 3 ... ii _ ... ..... _ - NIONai ----------- NM Nall i -- a -.....-- 111 111 ;.... UM UM -- -.::- NM MIN — = MIN NMI Di _ ---- ____. _ U.. < , , pi .- -- — - _ ...._ ... _ ....- •• _ ...._ _..... (0 D Ili 1 I i 1 1 I I 1 . :' .." 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NAN : --'----.--- ili elrs: ___ i=: _..,.........., = , 1i , i .-- ---.-- — ---- -- 1 '"""*"'""'""" --'""'""'".--"---• . 1 i ---- ------------ - .:7-= ati __.— -- 1 ' — - - -- ,.--1. _=_= .::: , ---- .-----.-...- ---:----- I . iiimmi I =" -. - - - - :: -- - ; = -- - - - - ---- — -- - 17L - - =- - - - I — Iii ■.........--■-■-■ ""'" . i 1.1 ? F-:1 I tt , e.:‘,4 4,..„. ' '0 tt J IC 16-t-IT • . I , . i d 1 irrA-/..`er I, .\1.■.t r • II 4 . v 1 rs..p 1 t . a : - i , A, • I ,rutzt:S; 11 • , ' 4;Ar. ..r .e.4 •.i , -.- 'T.... , .....a...`. itattlterigutr=wmarnegiarelitIONROMPRIONOW* Anapoilemomi.m................mi . tse architecture and engineering planning floor plan - i - / - - k - .Cr r1 r. `\ 1 • - --+\ MIMI 1 PROJECT: JOB #: 333 !< l i Rd I Architecture • Engineering • Planning BY: 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 DATE: 0 4/1 3/a TRANSVERSE WIND ANALYSIS Plan Number /Job ID FRONT ELEVATION #1800 Z :� Grid:1 2 3 4 5 6 7 8 \ , z Lu , j.' J V it U p k; Wall Ht. 8 8 ft. w = t i N J I— Wall Ht. 9 9 9 ft. ' w 0 N ft. t ; �a u) a �, = w 20 ft :1 Width 20 20 ft. f - _ X 8 16 36 ft. 1.- rj Z O� A LEVEL: UPPER g w >, Roof 1 1 D o Ridge /Gable Ht 6.5 6.5 ft. U to O— OH 1 ft. °H , OH right 1 ft. = v Area left -7 sq.ft. o . Area right sq.ft. — Z . co U V left 0 3246 0 0 0 0 0 lbs. 1 s V right 0 0 3324 0 0 0 0 lbs. z f LEVEL: MAIN Roof 1 Gable Ht 3 ft l _ OH left 2 ft. _ i OH right ft. • Area left sq.ft. I Area right sq.ft. V left 2672 0 2020 0 0 0 0 lbs. • I V right 0 3150 5344 0 0 0 0 lbs. I LEVEL: 1 Roof " " "'' - °, ` Gable Ht ft. ,, , , , i ! OH left i ^, ..., ,' I OH right IL;VAgt. , e ;.e i� s7 b 5 j ft $ ■ Area left sq.ft• r , r ? , Area right sq.ft. ' 1 , s' V I e ft 0 0 0 0 0 0 0 lbs. ^ `( " . n z V right 0 0 0 0 0 0 0 lbs. x u i 5 ? rf , :7 ,, 7 r t ,,-- i�. 'il.'•: :' ... ,. ,. ..t. x..c:acard.u:,t�dv.3.u:•. i.[ .a., w j•1�/,ggN 5 5 81xMMNM3%JWkM7�.naw+.5,.- ..... .. ..... «..-. . -. ................ ...i.+..1.e.ts.W'fi{.Fr'ni<:IV .NR51YfNi:Wi.`1w 4 � ; i , . i , j . - .. �r - ' 1 ' 4 • • AEI= 33 TSE PROJECT: JOB #: Architecture • Engineering • Planning BY: Krt[ if t -a 12810 N.E. 178th Street, Suite 101 r L; ,'; Woodinville, WA 98072 • (425) 481.6601 DATE: b 01 ✓ ' Y LONGITUDINAL WIND ANALYSIS Plan Number /Job ID v RIGHT ELEVATION #1800 1 Z Grid: A B C D E F G H L 1 Z w re la J V , 0 to C Wall Ht. 8 ft• w i W all Ht. 9 ft. w O 2 ■ ft. 5 u. a to m Length 60 ft. z = Y 20 ft. H _ 1-0 LEVEL: UPPER w w fi Roof 2 D a . Gable Ht 6.5 ft. O co OH front 1.5 . ft. o H • 'OH back 1.5 ft. = w Area front 58 sq.ft. I- r- Area back 58 sq.ft. L I O U2 N V front 1867 0 0 0 0 0 0 lbs. _ ; 1 V back 1867 0 0 0 0 0 0 Ibs. Z t — LEVEL: MAIN Roof Gable Ht ft. 1 OH front ft. OH back ft. . . Area front 8 sq.ft. Area back sq.ft. • V front 3095 0 0 0 0 0 0 lbs. . i V back 2990 0 0 0 0 0 0 lbs. t ^ •• . : :,�. j . 5. 4 F yn . `` ..i i .` 1 ':.e f ...:.................:, :...:..til,:.a +,•..'.w::....,. r..'i....nu...utr..{ Mfwi. ... _..... .. .. a .r.`X ":Y.f FQ7 } . .. . i _ - i' , - - V r ._ "_� `'\ t T5L: PROJECT: JOB #: 3351 Architecture • Engineering • Planning BY: Kit ,r 12810 N.E. 178th Street, Suite 101 / Woodinville, WA 98072 • (425) 481-6601 DATE: t 1 (9 TRANSVERSE SEISMIC ANALYSIS BASE SHEAR Plan Number /Job ID PLAN VIEW #1800 H z ~Z ' mo w G 6 = 00 . W F w= r —I F- CO LL ` la O E 2 °_ ~ _ '' C Z w u j • U p t B O LI R 1557 R 3406 lbs. p H . R 809 F 2719 F 6022 lbs. = 0 . • A u" O Grid: 1 2 3 4 '5 6 7 8 ,. Z co LONGITUDINAL SEISMIC ANALYSIS H H H z G 1. F i E I 'i. " B •. r, x Trensv.Wells 1 2 1619 2 3155 Ibs. ' `� va i 844 2915 5236 lbs. : ;. ` E A_ 2 2 2 _. `y `. Grid: 1 2 - 3 4 5 6 7 8 t o t Long Walls r t'4,t:'t;; `I If 1 .' ,.:,. x' -. w,......... ,::h'.•n u.q Yae.!'C.`,'fCKt4k.A�iil� , + to • ' nnwrnw�y� MN.awN ......... . ..... • ..,., ............, ... .... ... .. ...... _ ...... _......>.... ..,. >......aw � Q!MXYlfd.l.' E� .KO� �1_ 1� , . ,, i • • `\ : r.,;i i s a e t • y � ` V i ..,.�.w....... . - - -k-:r --,,,' .. ,'\ •— s AIM= PROJECT: JOB #: 333 = T1SE Architecture • Engineering • Planning BY: t<R1' 12810 N.E. 178th Street, Suite 101 q Woodinville, WA 98072 • (425) 481 -6601 DATE: 0 113 0 1 / TRANSVERSE SHEARWALLS Plan Number /Job ID #1800 Grid 1 Grid: A B C D' E F G H Z Q Level: UPPER \. , _ z N Lsw ft. tr 2 v wind pif 6 D v seismic pif v p USE: D a R wind lbs J = R seismic lbs u) LL Roof Trib. ft. w O Roof DL lbs 2 Wall DL lbs ga u. Q Uplift wind Ibs rn n {- Uplift seismic lbs = a V ; � W . USE: Z z Level: MAIN z I' 31 Lsw 3.75 ft. w W v wind 713 plf v o ! v seismic 154 plf 0 to I USE: LRP w ' R wind lbs z o R seismic lbs LL H :; Roof Trib. ft. — O Roof DL lbs w N WaII DL lbs 1 H : Floor Trib. ft. O Floor DL lbs Z Uplift wind lbs Uplift seismic lbs USE: 1 Anchor Bolts U5e L.4 aik, P sTaAwr P4 xt See. sNEvr Ai- IU . ' Yr � , 1 k ""tx, l , 1 rj P i y tla .»!.wr..a...u. ... ..,. .... _.. ... _ . .... ............_.._.......:..,.. ...yrH,,,v,vrterHiY,YM!9A4»7�L4` + A `' 1 . .. --N ✓-1 TsE PROJECT: JOB #: 3337 Architecture • Engineering • Planning LRP -1 BY: A. I 12810 N.E. 178th Street, Suite 101 V Woodinville, WA 98072 • (425) 481-6601 D co g/ 1310 . n LATERAL RESTRAINT PANEL (GARAGE) w z Z . rt 1 1 M1 M c/L M2 H vo w 1 Z2 w u_ 1--- I, W1 , I L W2 I, W 0 2 Z (WIND) Z (SEISMIC) w (DL) w (LL) LL (sEIsMIc) w (SL) SL (SEISMIC) 2673 577 44 0 0 50 0 co a y l bs. lbs. plf plf % plf % W . Z I H L W1 W2 O 8 16.25 22.5 22.5 w f- ft. ft. in. in. 2 0 x U C ' WIND SEISMIC WIND SEISMIC 0 H Z1 = 1337 289 lbs. Z2 = 1337 289 lbs. — M1 = 10692 2308 ft.lbs. M2 = 10692 2308 ft.lbs. H V • �!- p M Cit. 1 452 0 1650 3103 ft.lbs. , Z (DL) (LL) (SL) (TOTAL) v co i= _ ` M1 (TOTALS) M2 (TOTALS) O ~ WIND 12210 ft.lbs. WIND 12210 ft.lbs. . SEISMIC 3276 ft.lbs. SEISMIC 3276 ft.lbs. a s CONTINUOUS HEADER DESIGN \ , I Material Tvpe /Specie Grade Fb (psi) Fv (psi) CD (WIND) 1.6 . ' Manuf.Lbr. PL 2 2903 290 CD (SEISMIC) 1.33 Timber CD (SNOW) 1.15 Dimen.Lbr. Cr 1 CH 1 Properties: b d S • 3.5 11.875 82.3 USE 3 1/2" x 11 7/8" in. in in ^3 PARALLAM PSL 2 i -, A ;,. "' L , fb Fb' fb / Fb' fv Fv' fv / Fv' I ;`: ,,-:..-K, D + L + S (UBC 12 -12) 452 3339 0.14 28 334 0.08 , � � x : D + L + S/2 + W (UBC 12 -14) 1780 4645 0.38 68 464 0.15 ' .. ,, D + L + S + E/1.4 (UBC 12 -16) 478 3861 0.12 23 386 0 .06 ' . tw psi psi psi psi f ` '` rr HOLDOWN DESIGN r i. l ;ti� ;I ' UPLIFT 1 = 5482 lbs. UPLIFT 2 = 5482 lbs. ;F r; USE II/ c,, / .. • ,a r v 9.11.9E ::y - , t � 2 1 'i t : ' I�twnuar.ww,�q, 'm' • Hev+s,?nlawtY..Vx snlm awa.,. _ .... .. . 0*Rre. , } / . - .- - -k-cr -- ...1 _ s' ...., ) . . - --•., ...-'..., ' —- . TsE PROJECT: JOB #: 5337 (R -0 Architecture • Engineering • Planning BY: l 4 0 ,P 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 A (425) 481-6601 DATE: oqltiloi 11 . ,,.., m ,'„ TRANSVERSE SHEARWALLS Plan Number/Job ID , #18C0 ri 1 , Grid 2 Grid: A B C D E F G H z Level: UPPER \. Lsw 4.6 4.6 ft. W 2 v wind 353 plf 6 D v seismic 121 plf —J 0 0 0 USE: SW3 co 0 CO Lu R wind 2823 lbs u) i R seismic 967 lbs ..1 I._ i Roof Trib. 2 ft. w O , 1 Roof DL 156 lbs 2 ,;. Wall DL 368 lbs g 5 i Uplift wind 2560 lbs u. < co i Uplift seismic 731 lbs i a • I • - LU :., USE: T2 Anchor Bolts: — l Level: MAIN 8 Lswl 0 1 1 1 1 1 1 1ft. z I-- LU uj 2 D ;I D 0 •;, .,1 0 — I NO Sti6hawetii ,4 7 61249 A Diu noW fluoa_ I ILI u j , I 0 I— L I 0 Z lij , C.) 1 ±:- 0 • Z ‘, 1 i . . . N i f RI p i ..„ .,.,. . zi: , 0;, 4 ,....■ ... ' V 4 i. f 7 ., , , • ,,, .f . 1 11'■" t L .....f..--,.,,.... ............,--...........wotwoft, ..) ; I - i w ti. R TSE PROJECT: JOB #: 0 irte k .% Architecture • Engineering • Planning BY: fif l' ' ' ''- 12810 N.E. 178th Street, Suite 101 r� ' Woodinville, WA 98072 • (425) 481 -6601 DATE: 0 d 1 14 -3.' TRANSVERSE SHEARWALLS Plan Number/Job ID #1800 Grid 3 Grid: A B C D E F G H z i ' Level: UPPER ' ' w Lsw ft• c[ g v wind plf 6 v v seismic plf U O I USE: NW , R wind lbs J H R seismic lbs m ti_ Roof Trib. ft. w O . ■ Roof DL lbs 2 WaII DL lbs g - Uplift wind lbs D I Uplift seismic lbs S. tu USE: i " _ z~ Level: MAIN z t Lsw 3.5 9 ft. W LLI v wind 414 plf D o v seismic 141 plf ,p � g ; USE: SW3 o H R wind 3723 lbs H _ H U R sei 1270 lbs u Roof Trib. ft. z Roof DL 0 lbs v z Wall DL 315 lbs o I , Floor Trib. 1 • Floor DL 35 lbs z Uplift wind 3548 lbs Uplift seismic 1113 lbs $ USE: H3 \ Anchor Bolts AB3 • • • i _,,,: p .Nia ;. 1 .&;1 M U fi — " `r ...... ..... . ... »new +twprRrksl.... dfww i , - i . - -, .>4 r Z , j. 7 s. • - _ AMEN 1-5L: PROJECT: JOB #: 3531 Architecture • Engineering • Planning BY: m 12810 N.E. 178th Street, Suite 101 (. Woodinville, WA 98072 • (425) 481.6601 DATE: Nil/3101 15 TRANSVERSE SHEARWALLS Plan Number /Job I D SW OPENING - SEE SHT. 1 f #1800 • Grid 4 Grid: A j B C D E F G H z ' ' Level: UPPER 6 \. II Lsw 20 ft. r[ 2 I ' v wind 166 p u6 = v seismic 122 plf v p f U SW2 N 0 R wind 1330 lbs J = R seismic 973 lbs 1— Roof Trib. 2 ft. w O Roof DL 680 lbs Wall DL 1600 lbs ga a Uplift wind 190 lbs rn u. n , Uplift seismic 0 lbs = d U T1 H- _ I i_ SW OPENING - SEE SHIN z H- Level: MAIN 6 z O— Lsw 20 ft• g uj v wind 267 plf v 13 v seismic 168 plf O - , f USE: SW3 0 �—' ; R wind 3735 lbs = w U R seismic 2488 lbs � , Roof Trib. ft. — O ; z Roof DL 0 lbs w N v Wall DL 1800 lbs O Floor Trib. 1 . Floor DL 200 lbs Z Uplift wind 1595 lbs U plift seismic 562 lbs i USE: H2 . Anchor Bolts AB1 . • . .: °' 'S Y ' I , Y Yyy , I :.t f a ' ,' 41 is QQ i Vs''e::. 44;, •. 1 1 3.1. �;, D ��. fir. >'} • . , (I : ' '-" 0 ''''' tr:.. .. . w ,•. e...n.nw.,...........,. .,........,.. _ ..,.....wr....., tYMY.M4 WnMF"AQ41� G'Lt G { �, . a • i . -'■ -^` l AMIN• ■ 411•111•1111 TSE PROJECT: JOB #: �' . Architecture • Engineering • Planning BY: And 1 12810 N.E. 178th Street, Suite 101 w / Woodinville, WA 98072. 0 � ) 481.6601 DATE: U I ` (425) i REINFORCEMENT AT OPENINGS IN TRANSVERSE SHEARWALLS Plan Number /Job D I #1800 z 1~ T1 — 12 2 ' � w XOpening -1•2 p vo L1.1 i J t (0 IL 1- Lsw w O . s., Grid 4 Grid: A B C D E F G H g Level: UPPER U `, Opening 6 N a , ft. Lsw 20 ft. H w f V (max) 166 plf z H ' :t , v (xi) = v (x2) 237 plf Z 0, P . Grid Opening = 6 ft. v (x) = 237 plf USE: ? o 1. A -B X = 7 ft. T1 = 499 lbs. LSTA21 ;4' X2 = 7 ft. T2 = 499 lbs. LSTA21 .o D ` . = w u- 0 .. z Level: MAIN v co Opening 6 ft. P. H • Lsw 20 ft. z v (max) 267 plf v (xi) = v (X2) 382 plf . . 1 1 Grid Opening = 6 ft. v (x) = 382 plf USE: ‘ I A -B X1 = 7 ft. T1 = 802 lbs. LSTA21 X2 = 7 ft. . T2 = 802 lbs. LSTA21 tak .i. i i . „ F,'..-it'"'',:t i . k. ,,\ u . { s. { , 5,, . • tt PROJECT: JOB #: . T E �: F ir :: , r 4 ; ~. Architecture • Engineering • Planning BY Kai 12810 N.E. 178th Street, Suite 101 15 6: "` Woodinville, WA 98072 • (425) 481 -6601 DATE: 0 r LONGITUDINAL SHEARWALLS Plan Number /Job ID f #1800 Grid A Grid: 1 2 3 4 5 6 7 8 Z 1 „ Level: UPPER 1, , F.: Lsw 5.8 13.4 7.3 ft. .or v wind 70 70 plf 6 = v seismic 64 64 plf j p USE: SW1 SW1 to I R wind 0 564 lbs w = 1 R seismic 0 515 lbs N � ` Roof Trib. 11 11 ft. w O I Roof DL 1085 2506 lbs Wall DL 0 1072 lbs g 5 Uplift wind 0 0 lbs N Uplift seismic USE: 0 0 lbs _ Z I z o l Level: MAIN � � w Lsw 21 13.6 ft v wind 89 89 plf v o v seismic 93 93 plf 0 � . USE: SW1 SW1 01— ' I R wind 805 1237 lbs = 0 R seismic 836 1230 • lbs F. Roof Trib. ft. — O Roof DL 0 0 lbs v co WaII DL 1890 1224 lbs H I Floor Trib. 10 10 ft. Z H. Floor DL 2100 1360 lbs Uplift wind 0 0 lbs Uplift seismic 0 0 lbs USE: 1 Anchor Bolts ABO 1 LI `. r f � ', . L, �+t h� SC f .l R .� ,:t,145 a. 1 ' 1: '.;.% ": ,mss -.`1 ;: • ,, ,. ... ... ' : y ,, .... - . m,ppc�.en.wytn ..... xawnw ...,..,.�..,......,..,...... ...__ . ___._.... .............,..,. oe.. c: wrnr.s.wa.wo' nertFtimJdriJu1S, "^:!�riRiMu:3Wif{RT6 ' 1 r. { �� -�.. . . ..,...., .. ______ _ IIE PROJECT: JOB #: ///�/ VP Architecture • Engineering • Planning BY: Rd RI - .• ; - -- — -- -- --- - • .r.. ,` 5.25 14 73.50 171.5 1200.5 0.19 CH 1 in. in. in. ^2 in. ^3 in. ^4 ft. Cr 1 • { STRESSES: • fv = 142 psi fv = 142 psi fb = 2212 psi - RATIOS OF ACTUAL TO ALLOWABLE STRESSES: , - •, >!, N / Fv' = 0.42 fv / Fv' = 0 .42 s ''','40..: ; ;'_'3, fb / Fb' = 0.67 ID RATIOS OF SPAN TO DEFLECTION: 1 _. L / 368 for LL G1 Fa , L / 235 for TL , s USE PAR +. ALLAM PSL 5 -1/4" x 14" 2.0E l +� 1 t { Y:'�t • • tt":31 :� rW., J.....• mn. aw». w.,+.,....»..,•..»..... ... ..... r»-.:- m. a+ r.. tew+ r.+ rK+ vr+. to *rur.r...v ........._ ,,,., .. .. , . ........ ............. ..... ..,....«....,<......» r«, n. eovaaandtlb++Y!K^.t�_ <ei4b'S0�t145.�,.�., i � . File: D 02 -0127 35mm Drawing #2 -3 -:\ • • 1 JUL GO tic 1C ;Dip Ibt •tCa'fdl0�7f1 P•� 1 -, AIME TsE PROJECT: JOB It: 333 Architecture • Engineering • Planning . BY: , f (Z 12810 N.E. 178th Street, Suite 101 Woodinville, WA98072 • (425) 481 -6601 DATE: 1112i tot h L Q 2 . { ( z ! =H ;F- W ix sc 19.5" MIN. U O SYM. A81. N p N W CONTINUOUS HEADER 5 s - H (PER PLAN) CD LL W O J " T` Ill 2 u_? I - 8d 0 3' O.C. W 1 2 ROWS 1 ' _ 1 1 r. STRAP TE SIMPSON MST27 ? F- x I 1 W/ (164) 8 GA x 2 -1/2' 1V/11LS W O "+ 1 1- EACH SIDE OF THE WALL W I (4 TOTAL) 2 n I 1 1 , 7/16" SPAN RATED SHEATHING U N . 3 8 24/0 MIN. W/ 84 0 3' O.C. 0 F_ 2 ROWS 0 All SHEATHING ' EDGES PLUS NAIUNG SHOWN. W _ i p-- ALL EDGES BLOCKED. = V -II fl— (80TH SIDES OF WALL) u_ 2 — O -•-- -- 4x POST Z fi i LI" CO F- I - 1- HOLDOWN: PHDB WITH (24) SIMPSON N. SOS 1/4 x 3 WOOD SCREWS Z GRADE la Y ) 1/2' Rio. x 10' LG. A.B. HOEDOWN ANCHOR: i SIMPSON 'SS1B28 cITY OF TUKWILA a , �,^ . 6 r JUL 2 t 4,1.-2.1,,h; ., PERMIT CENTER 1 . , ft '. \ N. , .... ... ....... ..,,•,,:. .:; v, . ez...,. ..arnti;m +,. .., ,. .... v,..w ..mu. ,,,, ��h 1. �t. ,S). tm..... • • ' aetit uy: tartn coneultante 425 746 0860; 07/15/02 1 :53PM;JitFax #89; Page 3/4 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and • omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these Z °` g • ' ' - - 'v r ! drawfn' s after Ns''date will void this acceptance _ • I— '` and will require a resubmittal of revised drawings W for subsequent approval, 6 JU A _ O.00Final :, 4, ... bJ:Ipr,I t M field th Pu _ M c :9rks 5..p�� t eta' -O" :? N F I SIDE „ H•3 r 2- *'1 D T "`:. C R w !I •. m r E i...or M CO d Z = ` ' ;WIDE A.G. Si R g E Q d v 0 0 i i,_, DRI,YEN4A - A I- t ., t , ; ;,,,�.,.;., 5, t :s1) `wry• (`f woe OF r 7 �: y PAYMT . I t? ' E " ' . Test Hole Location Plan I , "� "` 8' PVC. 5AN SEWER ;.:,, T ukwila $FR H -- ' July 16, 2002 '` t'ma'`' 1 44th AVE, 9. Earth Consultants, Inc. kil 1Z PLATE 1. K • Y '� .. ��; � F; .: . .. _„ .v .... . , tA_ s_ nmsa +.aswwn.w..+...ir...»w..cw• s ... .... ... ...,w w,..««. 7 .. , . . , , , , ...........,. .... ■ { + Sent by: Earth Consultants 425 746 0860; 07/15/02 1:54PM;JltTax #88; Page 4/4 ,'` SECTION II RocP DOWNSPotrr coN7ROLs FIGURE 5.I.2.A TYPICAL DOWNSPOUT DISPERSION TRENCH 7 :` 1 :.; CEVD_, JUN 2 3 ZOOZ TUKWILA PUBLIC WORKS W/R & ASSOCIATES LOT COVERAGE 106 Monterey Drive N.E. LOT AREA= 3000 S.F. Renton, Washington 98056 HOUSE & DECKS= 1240 S.F. Phone: (206) 277 -5664 \ ` � o COVERAGE 1240/3000= 41 /o Email: gwalken @attbi.com z )-m IMPERVIOUS SURFACES x 2 m Q U0 � HOUSE & EAVES= 1422 S.F. J v O DRIVEWAY &WALKS= 390 S.F. cn w d n p--- _ _ 30.00 ? \ TOTAL= 1812 S.F. ~ { I I N w ii • Q w 5' -o" 1 20' -O" 1 5' -O" - OL w 0 � O � !- , _ SIDE ` ' SIDE P LEG DESCRIPTION O� �� j r n � r _ _ _ _ � • , LOT 8, BLK 3 ALLENTOWN ADD. = a d w y I I HAROLD PONCIN 1- o (L I I - z f- { z J O I 10 1304912th AVE. S.W. ? n g I 1 0 BURIEN, WA 98146 RECEIVED 0 Cl) FL – (206) 247 -5918 CITY OF TUKWILA 0 D I I w U. : o JUN 282002 = PLAN 1800 1- o cy PERMIT CENTER. LL 4 v I \ I TYPE I CATCH BASIN o lb N I RIM = 112.8 - 1 I= _ 3' -O" I.E. 6" PERF. = 110.5 Z ~ I GONG. 15' LONG PERF. 6" PVC PIPE. 1 V I - Ak11 WALK SLOPE = 0.0%. GAP WEST END > w P — 1 OF PIPE AT PROPERTY (ROW) W V - _ 1 y LINE FOR CONNECTION TO FUTURE D.S. DECK STORM DRAIN PIPE. TRENCH TO k iu :. in W 1 ? , /'`:.. - \\ ` ' I : ;1 - A F ILTER FABRIC b" . 1 BELOW F NI SHED INSTALL TY l N 18 0"••" - w GRADE. BAGKFILL TO BE 3/4" - 0 y '.WIDE A.G. . O Y I -1/2" WASHED ROCK AND EXTEND ' Z Lu O F- I __DRIVEWAY . " A _ c03 H W TO FINSHED GRADE. WASHED ROCK T z z - I A '�" ' . '. .` 5 I 0 z Q BE MINIMUM b" BELOW BOTTOM PIPE. 1 ....,:i.,....;.''.:4::1... ... '.. in cam— _ .. O ' U- 0 A.C. Dw y 1 ■ ry �ry —M F. 2 EDGE OF " x ° fi ; t " EDGE . O TILT Ag RIC o ` P V ,> 5 � :', 8" PVC SAN SEWER V nc- � N - SITE PLAN A � � 44th AVE. S. �: 0 SCALE 1"=20'-0" ko 4.44,171 CORRECTION AYti. LTR# 2-127 ,, t .. m S ,- S 4 ' .. ,:- ....a.:..a.... _�..�>:.. .. , .....:......Awl _ .• `,..,.. .... .x ,.....,v .. ...... ._. __.. .._. .._.. .. ,. .. ., ..._.,. .,.,... ._....., .. .. .. onv ..,.u., -,. �.>. >.....>...�rn ,. .. .m, N.. > . >.,m Wan "srrgrtitt!•3A' 1 , i mot r I s , FEASIBILITY EVALUATION FOR PROPOSED PONCIN RESIDENCE ON 122 BLOCK OF S. 44 AVE. PER KCSWDM, FILE NO. D02 -127 , t z \. , ,1— z 1. I dug a post hole soil sample 10' from the front property line and 1 0' from the back property lines. a LU T Soils in both test holes were composed of fine sands, silts and clay. The soils will not 6 v support downspout infiltration 0 o 2. Flow chart on p. 5 -4 of KCS WDM manual directs us to look at downspout dispersion. However, N W the lot is only 3,000 SF, only 18' from rear property line, and lot is flat. Therefore, the flow chart H directs us to perforated stubouts. co 0 • 3. There is no storm drain pipe system in the street and the street is heavily crowned. The note at the bottom of the flow chart states if connection to street is not feasible engineer must determine ga Q 3 accep discharge. slopes north opposite = a 4. The street slth at about 0.7 %. 225' north on the oosite (west) side of 144 at the w 3 intersection of S 122 St. is a Type 1 CB which is connected to a 36" SD. I propose to bring a z H • Type I CB to east side of 44 Ave. S. and let downspout and driveway runoff flow out of the z i , preforated stubout and then flow north along edge of the existing pavement to the new CB. This W is is what is happening now because once the ground is saturated in early winter essentially all the c0i :1 li runoff follows t path to the north. o 5. When SD system is installed in 44 Ave. S (as has happened in S. 43 Ave to west) the stubout w w . . can be extended to new storm drain system in the street. t 6. See attached topographic survey, drawings, etc. — z Ili N v . z Gerald D. Walken, PE CITY RECEIVED W/R & Associates OF TUKWII,A JUN 2 � J i : : 0 2 C PE RMIT . , C I Zal'i V 1 1 i i s 1, �1' . 4eiliiiiT;1 1 11 <"'",,. . ci t r fti�., U :1 i i I t ± r i' a ly ;i ` k t iff} {j'�lp,�, k ; A ° )'K !f a i t Prologs/SW(102430 Swofford I• L- r 3� 1 t. �;.. pr t .,., t\ k.1:, , .. .. =t+ .. ,..... .. .».. .., r . i _. • • 3 -.." 4∎:{sA1..�:',,, ;.wr,w2 E " f I perforated stub -outs ;` ' (Section 5.1.3) i` °j 3i h 11 ,, , , 1 Note: ., .>': " If connection to the street system is not feasible, ' I s;-� I, an acceptable discharge must be determined �, . . .., by the design engineer. FE;� ( >z , 9/1/98 1998 Surface Water Design Manual t ; P )t ' ,. .. .. .. .. ` t. ;.f...::d ,l .. ... r ,.: z ,. ti::..;i,.a.+Lr:, '.w,a:•.k.c . ... e..ean.0 ,. ... .. ., ,.«..... +......... _.. .. om.vwr ........,..,,...._ .. � .'1"JW..._r r jr . File: D 02 -0127 35mm Drawing #4 '` 1 t, , 1w u, ei � 11 011 OF 10 _ Project Address: 11: r.- ' 4-�-i E+ AO t= C Date of this Submittal: S ' 1 0 Z . 0, 7 l ENERGY C�'D E. "pil..5) Project Number: Permit Number: Instructions: see Reverse side _, ,a t MENT SIZING FORM The 1 97 Energy gy Code • Component Component Square Feet (SF) Heat Loss Building Description Including • Heat Loss Factor Linear Feet (LF) (HLF x SF, Z Component U -Value or F -Value (HLF= U x 46° a t) Cubic Feet (CF) LF or CF) • \,. H Z A. Window, Single, uncertified (U= '1.200) 55.2 / SF x SF = BTUH W Glass Block Double, uncertified . (U= 0.900) 41.4 / SF x SF = BTUH D Sliding & Swinging NFRC certified (U= 0.650) 29.9 / SF X• " SF = BTUH Glass - � 0 ss D oor NFRC certified (U- 0.400) 18.4 / SF x . SF - - BTUH 0 0 Skylight Skylight, single, uncertified (U= 1.580) 55.2 / SF x SF = BTUH co W Garden Window Skylight, double, uncertified (U= 1.050) 41,4 / SF x SF = BTUH Garden window, single, uncertified (U= 2.600) 55,2 / SF x SF = . BTUH J I-- Garden window, double, uncertified (U= 1.810) 41.4 / SF x SF = BTUH N W Other (U= ) / SF x SF = BTUH W 0 Other (U= ) / SF x . SF = BTUH 2 B. Opaque Door • Wood 1 % w /panels (U= 0.570) 26.2 / SF x SF = BTUH Wood 1 V. solid core (U= 0,330) 15.2 / SF x SF = BTUH Insulated metal w/o TB (U= 0.400) 18.4 / SF x 41:2) SF = I3 BTUH Cl) d Insulated metal w/ TB (U= 0.200) _ 9,2 / SF x SF = BTUH I W O ther (U= ) / SF x SF = BTUH • C. •• Roof /Ceiling None (U =.0,400) 18.4 / SF x SF = BTUH Z H Insulation R -19. • , , (U= 0.049) 2.3 / SF x . SF = ' BTUH Z O R -30 • • (U= 0,036) 1.7 / SF x SF = BTUH R -38 (U= 0.031) 1.4 / SF x SF = / BTUH g 0 R-49 (U= 0.027) 1.21 SF x SF = BTUH D 0 ;, R- • (U= ) ' • / SF x SF = BTUH 0 fn D. Wall Insulation None (U= 0.250) 11.5 / SF - x SF = BTUH p I- (above and below R -11, metal studs (U= 0.140) 6.4 / SF x SF = BTUH W -"' grade) R -11, wood.studs • (U= 0.088) 4.0 / SF x SF = BTUH Z U l' R-15, wood studs (U= 0.076) 3.5 / SF x' SF = BTUH 1- F- R -19, metal.studs (U= 0.110) • 5.1 / SF x SF = BTUH LL Z ,; R -19, wood studs (U= 0.062) 2.9 / SF x (o SF = BTUH • R -21, wood studs • . (U= 0,057) 2.6 / SF x SF = BTUH U CO i R -19 wood + R -5 rigid (U= 0.046) 2.1 / SF x SF = BTUH F- _ 1 R- (U= ) / SF x SF = BTUH Z lir- E. Floor Over None (U= 0.134) 6.2 / SF X SF = BTUH t0 . Unheated space R -11 (U= 0.056) 2.6 / SF x SF = BTUH ii Insulation R -19 (U =0.041) 1.9 /SF X I 37, SF= :2ff BTUH a R -25 (U= 0.034) 1.6 / SF x SF = BTUH R -30 • (U= 0.029) 1.3 / SF x SF = BTUH ■i R- (U= ) „ / SF x SF = BTUH + F. Slab on None (F= 0.730) 33.6 / LF x LF = BTUH ' i 'Grade Floor R -10 (F= 0.540) 24.81 LF x I i f l..- LF = BTUH Perimeter Insulation R , ,(F= ) • • / LF' LF = BTUH . i G. Basement None (U= 0.032) 1.5 / SF X SF = _ BTUH R- (U= ) / SF x SF = BTUH H. Infiltration Pre -1980 (.018 x 1,2 ACH) 1.0 / CF X CF = BTUH Post -1980 (.018 x 0.6 ACH), ' 0.5 / CF x `um, CF = 'rraft BTUH • • -• Total = Design Heating Load (OHL) In BTUH =S, �D BTUH ,, w� W,, If electric, divide by .4 for _ " '`+" d I y 3 13 or DHL in watts - BTUH .1 r ;,, • RECEIVED /� O - • ., --, CITY OF TUKWILA Divide DHL by ( % 16' Cheated floor area in SF) _ • ' `IJ I t BTUH or�WVIT37square foot MAY 0 9 2002 Space Heating Equipment Sizing Limits • � YY W �� 1 Is (Y rt vp Minimum required equipment size = DHL x 1.0 = BTUH.nr -W 1 j PERMIT CENTER Maximum allowed equipment size = DHL x 2.0 = BTUH acts _' ' t� Pro osed equipment size (Output) = BTUH or etf' �q" + P , , • •• (For gas and oil fired equipment exceeding 150% of DHL, and with output of 56,000 BTU or less, see reverse) 4 . Revised 2/12/01 z • bo 22..1 �3 , ' . v ' ,'' St css;,J , , • ..a. . :\ �J 4.%14 ., ws CITY OF 'UKWILA o '' - \ Permit Cemdr H _ i 5 s �1, 1 ,p G) ; � � I a : 6300 Southcenter Boulevard, Suite 100, N..i i l ix, Tukwila, WA 98188 ACTIVITY #: Iso - Telephone: (206) 431 -3670 TI4 `Nt�A CITY of WASHINGTON STATE ENERGY CODE . i RESIDENTIAL COMPLIANCE FORM JUL 19 L z <.. PRESCRIPTIVE APPROACH w 1. HEAT SOURCE: Cis (gas, oil, propane, heat pump, electric) v p w o • 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and w w calculate the glazing area as % of the conditioned floor area. _1 i .. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark W o option at top of column. (See back of this sheet) u_ ¢ . WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE w d I- NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. Z = H -r V I 1/ t- 1 Di n pK to ,X to 1 o W ° 1 I V 1 ''L. ( $o 3`x 4 ( . 4 � 2 W U 1 V t C4'?L- 1 5o 4 K3/ - . 44, 1 1-- N o- o l_ cz 'V t N1`' 1. ( 5 d (p 4- i �- - C3 11.1 W , f..0 3 V 1 -`�'L ioso 2 ,41 t e " z i's: 4 VlMaL 20 3, 'Z )C 4 ,So S 2 " _ rI 5 Ni V1 •`[' !05 5- K4 , to o z 1 j,j t , . 1 TOTAL GLAZING AREA 44 - (add entire column) 1 f4 . a TOTAL GLAZING AREA TOTAL CONDITIONED PROPOSED GLAZING ' 41 FLOOR AREA PERCENTAGE 4 1/1 ;q i'` a' (a d" S.F. - 1 6 (6 S.F.x100= 14 S2- mo l' The proposed glazing percentage must be less than or equal to the glazing percentage listed under the r,�.a t .. prescriptive option that is selected, 114 ,; ,,,IN: • Residential Enemy Code Form H15 9/10/01 a `" .'1. ...w4W_ Cf,L.uvt l., .s.:(:aiR r•...e..., ..... .,,..a•.. r ..»•...,[-,. r, n. ...wlwa.wr.34ovYMa..vuv.,,trv,rn ... r..e a+.u..,... .•.. ..... •., r --Yap • Address: Permit # 2000. WSEC. Chapter 6 Qualification Form- Zone 1, Other fuels Residential Prescriptive' (Chapter 6) Options for Heat Source: Other fuels instructions: 1) Carefully review the requirements for each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. 2) Check ✓ the 0 above the requirements of your option. Disregard components or equipment that do not Q apply to your project. Your permit will be processed more efficiently if you provide all of the requested \ '. Z information. Department staff can help you with general questions about this form. rt w Can't Comply? If none of the Prescriptive (Chapter 6) options are acceptable, consider the Component 6 j Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than U O the Prescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential u Qualification Form, or by using an acceptable computer program such as WATTSUN. W = OPTION OPTION OPTION OPTION • OPTION OPTION. 'OPTION ::OPTION :: w u_ 1 II • III IV V VI • VII Vili `:' w 0 CHECK ✓ One 00 O O O 0 0 0 0 _ HVAC Efficient ' Med Med High led Low Med Med Med 'J Y u Q Glazing max: • ,, °13 . of fioor 10% 12% 21% 21% 21% 25% 30 °, /o unlimited w :: Vert: U- factor 0.70 0.65 0.75 0.65 0.60 0.45 0.40 .25 z I-- Overhead Glazing U- Factor ` 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.40 W O ui • Door U- Fact 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 v 0 (or R- factor) (R -2.5) 4, (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2:5) o Ceilings; = w • wlattics R -30 R -30 R -30 R -30 R -30 R -38 R -30 R -30' H 'Vaulted R -30 R -30 R -30 R -30 R -30 R -30 R -30 R -30 LL 0 Walls: U N above grade • R -15 R -15 R -19 R -19 R -19 R -19 R - 19 R - 19 I ~ • below grade interior or • R -15 R -15 R -19 R -19 R -19 R -19 R - 19 R - 19 exterior R -10 R -10 R -10 R -10 R -10 R -10 R -10 R -10 Floor. R -19 R -19 R -19 R -19 R -19 R -25 R -25 R -25 Slab on:grade: .- R -10 R -10 R -10 R -10 R -10 R -10 R -10 R -10 . Footnotes: • 1. Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 601.1 2. The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% or less; 0.45 MAX for glazing areas of 30% or less. 3. Min. HVAC equipment requirements: 'Low' AFUE ? 0.74. 'Med' AFUE >_ 0.78, 'High' AFUE Heat Pumps: 'low' HSPF >_ 6.35; 'Med' HSPF >_ 6.8; 'High' HSPF >_ 7.7. Water & ground source heat pumps are 'med' and shall meet a minimum COP per WSEC Table 5 -7. ° it 4. (Vertical + Overhead Glazing) conditioned floor area = maximum glazing percentage. Overhead with a U- factor of .40 or less is exempt from glazing percentage calculations. �' t. glazing P 9 9 P 9 ��_ '� , 9 lazin � 5. Glazing, skylight, and door U- factors may be weighted to meet the U- factor requirements. ' Plan:Review (For official use only) • T selected: Option is appropriate for this dwelling design YES ❑ NO ❑ , 10 , Ms :NOTES . Approved: By fi .. • Date Revised 6/25101 Wasnngtm Slate Umvers ty Energy Program C4Z' :..�. ;oc Dti 601 � 'r r: ' t • f n • 2e • ?f 746;i; ......_.. ,,;..• .... ... .. ' .n. r,,....+,...wsan . x. -....r .... , .. w. nrras.wr..�.cw I!lPl•.ribMNAYkt �tl"hMgV"' .C!tti2 .N ryas . rnrn!.•tMM.rSgfyiMRtA.itr7PetY 'Y ' +7.;12+'R'7'R , .,ri?. I - 6 - \; s. ( . : 1 y i g i • i s MEMORANDUM i I 3 z To: Laurie Anderson i- z , ct w 1 From: Richard Takechi NS i 6 D a l' t 0 0 D a t e: D ecem b er 18, 2002 co w 1 -i h- Subject: Month -End Adjustment for Dec 2002- Receipts co U Refund Request 2 i i q u.Q k; U) a i i H P Construction took out a building permit (D02 -127) for construction of a new home. I _ I Part of their fees included the Allentown water /sewer assessment charges. Unfortunately, z 1 " . two errors occurred. (1.) H P Construction was overcharged by $19.50, and (2.) the w O allocation between 401 and 402 was incorrect. Please correct by: g � : D CI i 1.) Dr 401.379.04 $ 4,671.60 '0 — 0 . i Cr 402.379.004 $ 4,671.60 w w , O ~ 1-t- v 2.) Refund $19.50 to H P Construction and charge 402.379.004 w z V. Please send the check to H P Construction 0 H , Attn: Hal Poncin z 13049 12 Ave SW Burien, WA 98146 -3111 4. The fees were paid on TR R 8736, 7/25/02, and TR R 2854, 11/27/02. . Thank you. Cc: Laurie Werle, Public Works ' {! wa F ti f t '-5'r tr;l - : 'r - h ■ a� ,.., ,. _. ....,t,+...iw:iti:..n..+w. h.:'.._..z,.«. ,.. .,..a�:I L...Iw- ..w61.ax.. iJi $.cv'wLJ.w+fCi+11+ >.WJIi.J.t, . ,. . . , . CS;a;. h.a..tiuda.+a .-.. • ..r,., . :.tiw,c:w_ti11xi � f 4 - - — - -- -- __. - - . .. , - ■ s 1 u. H- O . t• ! Z U co ACCOUNT ITEM LIST: = Description Account Code Current Pmts SEWER ASSESS — ALLENTOWN 402/379:004:= 4,081.50, : t WATER ASSESS — ALLENTOWN 401/379 9i323:.70' f Total: 13,405.20 • • } Y�. y y f . ' L r .; }'��',4 `, i. , i.! 7 97 TOTAL 13405.20 °'' ,, i doc: Receipt Printed: 11 -26 -2002, '*t,,4n tj • •r. .. .. ... . ,...n.. r.,..mv“... (Aloci,...e „S ..•.. 1 •^7.. v, +,. • -\.cr �, _ 1 t =f Tukwila ,, ill of Tukw ,. `? 98188 / (206) 431 -3670 :�� . p Southcenter BL, Suite 100 I Tukwila, WA ! ut r ,, t , sr,o•� ew. l ! -4F-• RECEIPT r. Z d ;;': g '- =-. D02 -127 i t. Permit Number: o : 0 2222 4 4A Status: APPROVE z i :arcel N 1 44 AV S TUKW 05/09/2002 U O ILI } 'Address: ss: Applied Date: guile No: Issue Date: N 0 P ONCIN RESIDENCE (0 W Applicant: -I _ j Payme Amount: 1, 999.55 w O '. Receipt No.: 8020001008 ''...7 N. 0 7/22 / 2002 10:38 AM P ayment Date: $0 J Initials: S K S Ba u_ D ' User ID: 1165 N d � _ Payee: HAL PONCIN Z � ` TRANSACTION LIST: Method Description Type O C ; Amount 1,999.5 = W Pa ent �• 5375 u_ U Check I- i- LU __.-- W Z ;. UN ACCOUNT ITEM LIST: Account Code O Li) Description ?.. . Current Pmts . . . � 430.55/ \ 000/322.100 BUILDING - RES '� 402/342.400 20.00 i INSP FEE - SME /SSS \ 412/342.900 15.00 >t,, INSP FEE - STORM DRAIN ``010/342. 400 �� 30.00 INSP FEE - UTILITY -- .000/345.830 � {30.00r I PLAN CHECK - UTILITY 000/345.830 10.00/ PLAN CHECK - STATE BUILDING SURCHARGE WATER METER �.4.50� ,, x ,000 /386.904 '109.;50 " N, •401.388 . . 10 . 4 . ` - WATERS CONNECTIONENTOWN x,401/388.102 15.00 - i WATER CONNECTION x„ 401/342. WATER INSPECTION FEE ' "401/386.520 250.00' WATER INSTALLATION (DEP) \ 25.00 E '...401/3 WATER TURN -ON FEE ' 1,999 55, Total .'.. - y'} ' . j `' ': C r I''' ) A r a• ,r %j � ��.t ! ' '• \ — .. (.11;:rti.i.n-ft'e. ip; h 'i' z a i ,01. ) .. * 3 d: 07 1 22 -2002 � G • f' : doc: Receipt - t' ',. • .,; ; , ..�....a,..:.r...,u..i. w.e....::.tw,.:.:..v. ,.. ..wt.::..:,,..:.t.a «t .... ...... _,..... ..... .......- . _ ... ., ..... .. "' `•' t I I - "r ∎, A ,•` • +:' I f Po 0- r. #401 • , k, 4 , z 47761•60 •.�: ,i. z mow` #402 • 6 5' 1 J U S 85733.60 vO o ' co ui: _ .. F-' 43761.n0 u.a ' 1314' F— W; . 95 • _U f: z �; 1-0 0• ,. w 2 D . . m o 0• r. pN v ar../ k.-.441 Prn') c 1-. #401 • I- Ili - 109•50 ��; — z: 9'323•'i0 Y v im' 9 >; — I z • #402• • s 4$081•50 4!081.50 A . "r r 0 • • 1 . 9!433•20 + • + 4 ! 0 81 • 50 • i 13!514•'70 •• s . 0 • r. F:,•,r • t 13,514 - 19 9 4iU , r. A I ;,:•: .,:. ,, ,:4' ,., -::: : ! , :i! ,. 71 - ;, ;;!;!:...;: n - . rT r : - r i I ,u • + ■ .. s a:r;.uS.: rractdla_oy,:.yv::,i ` eti+ f - • vl ILA, ', 1 � •.. , o f �1, ., i �, City o Tukwila y . of Steven M. Mullet, Mayor t ot. 0 . �� r i p ; Department o Communi Develo ment Steve Lancaster Director 4 !i- .f P , • , z a May 15, 2002 \,. , ; �z W Mr. Harold Poncin D U 13049 12th Av SW v O Burien, WA 98146 ' to W _J RE: Letter of Incomplete Application #1 co u- O Development Permit Application Number D02 -127 2 Poncin Residence g /-31 122XX 44th Av S = Dear Mr. Poncin: I- _' Z F- This letter is to inform you that your permit application received at the City of Tukwila Permit Center on • w O , (date), is determined to be incomplete. Before your permit application can begin the plan review process ? Q the following items need to be addressed. v O N + O F_ . Building Division Ken Nelsen, Sr. Plans Examiner W 206/431 -3677 i v r . 1. See attached memo, i u- p Z " w Planning Division Carol Lumb, Sr. Planner _ 206/431 -3661 O' 1. See attached memo. Z Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I .. have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. • If you have any questions, please contact me at the Permit Center at (206) 431 -3684. , Sincerely, ` ' l , 4„ ( , - � Kathryn A. Stetson `..:.:�, ,,,, Permit Technician 'rk..._ . ` 34. N ,, i4,, , 5 ; s File: Permit File No. D02 -127 '' 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 ! x `- \( _ _ ..... .........- . : . .,, ... .. :... ,........_.. __..__ ::...:.... .... .... m .............,,..• . .M ...... ...... .. _.. ..... ..__........,_........ nn ........warnw..ma'rrwwemF.t fil US.nlu 4 kdaS' :,b a4n,.> .aLt$ - :` • . ..«\ a Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 z BUILDING DIVISION REVEIW _ re 2 Date: May 14, 2002 6 D Project Name: Poncin Residence building permit applications U o Application #: D02 -127 w w Plan Review: Ken Nelsen, Senior Plans Examiner I U) LL, w 0 ` Because of experience with crawl space drainage in the general vicinity of the subject site, the Tukwila 5 Building Division has determined the plans are incomplete. Provide additional plan details to identify a u. crawl space or footing drain and a separate discharge system from the roof drains. Include all elevations of w d ' the crawl space and discharge system. The intent is that ground water will not accumulate in the crawl � w space. The following construction options and code references may be considered in your design. z ■ i ' 1- 0 • 1. Revise the crawl space construction to a slab on grade floor, drains will not be required. D o, :$ 2. To maintain the crawl space construction, design the drainage system using the following State oo co Plumbing Code subsoil drain requirements. ca - Ill to ' U. P.C. APPENDIX M: SUBSOIL DRAINS M 1.5 (Washington State Amendments) - L I I- z • ❑ Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl v 0 spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall F.. be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches in diameter, and 0 shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three z quarter (3/4) inch crushed recycled glass aggregate, or other approved porous material, With a minimum of four (4) inches surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. ❑ Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to ■ a storm drain or an approved water course. • ❑ Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches in diameter, eighteen (18) inches 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 ... te:.: point, and the capacity of the pump shall not be less than fifteen (15) gpm. The discharge piping from the . , . '4c r sump pump shall be a minimum of one and one -half (1 -1/2) inches in diameter and have a union to make 1 "i ' :max. ' iq the pump accessible for servicing. 4 ,, ❑ Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. �" ' �_ ''', No further comments at this time. :f 4, II1a t rtl tt , t ' . 523. ,in yy{ , tom ir: l i.l , � wM.•w . r. x+ r.. www:.... a.. wn+ ur. .neKe•.w:...+.w.. .............. ..... ..............e. w.u.r.. .. ,pyy... .. .... mm .n.......•r Yr....... H............r ur. d... ye[. eY+. wfM. v+fd:tY"eSYMH'iM>.vMY."IANiiY L` .'ffj;____l _+(i�i'1r_ -- r,-. . . r . ,- - � .. ,. ---,„ . ......„ • �J,� .qs � � ., ti City of o Tukwila - . 1 d..-,,,,r,' e �v . t C) M. Steven Mullet, Mayor I a �% i ms 1 ' � , Q ; r • •. ? - De of Commun Development Steve Lancaster, Director ,fit' ............ • 1908 - -- z PLANNING DIVISION COMMENTS < . .. 6 U O DATE: May 9, 2002 • co 0 APPLICANT: Harold Poncin w F RE: D02 -127, Poncin Residence w �. ADDRESS: 122xx 44` A venue S. w o 2 .. Please review the following comments listed below and submit your revisions accordingly. = c! If you have any questions on the requested revision, Carol L is the planner assigned to E _, the file and can be reached at 206 - 431 -3661. ?' `:\ z ,- 1. The site plan does not appear to accurately represent the building that is proposed on o 0 the site. No extensions of the building are permitted into the yard setbacks except for o - 18- inches of roof eaves. It appears that a portion of the second floor that includes the w uj fireplace extends into the side yard setback. The building design must be revised to remove the extension into the setback, or the building must be moved to leave the five "—` O z foot setback clear of structures. w co v =; oI" 1 2 4-4 AU S z f .. . i K Y , i c:\ mydocs \genera1\2002- memos\D02- 127.doc (- ' ,',1; r . ' : ; { 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax 206.431- 3665�" ...:, bJb: M'WhIN*M@Jin`+w0,1J•H.�10.4 ' WhAte... Str.t..Wi ilnA (:Ytl'i.4411Y'.M00ett,7S�i'1MM. wr wry+} �na�* w. x' r. �++ vafo�v. �ltt'+ i4x' t• ��^ A• �. �+ M! .n'•.+ r+ t••r• •t.+a�vtarwna•rM.krM , .' ..,.. r. . t • • • , 1' \ \` S ��IILA, pi;'‘., O =` � , r »- � City of Tukwila Steven M. Mullet, Mayor ....., I to ; �4T :, ? - Department of Community Development Steve Lancaster, Director i 1908 _- Z June 20, 2002 1 j Harold Poncin W 1 13049 12 Ave SW 6 v Burien, WA 98146 v o N WI J I RE: CORRECTION LETTER #1 O co LL Development Permit Application Number D02 -127 1 � Poncin Residence 1 Q j 1222244AvS co a = d Dear Mr. Poncin: z I 1_ O This letter is to inform you of corrections that must be addressed before your development permit can be w 1— approved. All correction requests from each department must be addressed at the same time and 2 D reflected on your drawings. I have enclosed comments from the Public Works department. At this time, c co the Building, Planning and Fire departments have no comments. p � = W , Please address the attached comments in an itemized format with applicable revised plans, 1— c ? ' specifications, and /or other documentation. The City requires that four (4) complete sets of revised L I p : plans, specifications and /or other documentation be resubmitted with the appropriate revision w N block. U = O I _ In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have Z enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. j \.. . If you have any questions, please contact me at (206) 431 -3684. - Sincerely, • KaAlytypit) a . { y Kathr A. Stetson Permit Technician i t._ rr: i j .i r, I : I encl . xc: Tile No. D02 -127 -7, ` a- i 'C; i y f:,,,,,..40 a,� ei �i ,tom} l' 3 .. » i 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 4 31 -3665 t w «... ....,.+ e. .............. mt a . « i f 1 , ,r 'i r - ` I r ** CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Poncin Residence w : 122XX 44 Ave S 6 U O File #: D02 -130 N W -J Date: 06.19.02 o W Reviewer: L. 3.11 Mosqueda, P.� J z d Z HO The City Of Tukwila Public Works Department has the following ? ' comments regarding your application for the above permit. Please o: contact Jill Mosqueda at (206) 433 -0179, if you have any questions o co regarding the following comments. W w . _ -O . z W U) : 1. Provide a feasibility evaluation to support infiltration as the roof o /- : downspout control per the enclosed Chapter 5 Flow Control Design (King County Surface Water Design Manual). 2. To help me determine expected drainage patterns, please provide: • a cross - section of the driveway. • a profile from the centerline of 44 Ave S along the driveway to the garage • 3 3. Please show the north arrow correctly on the site plan. • } � {I �1• ytE f it• 1 F lV:i - i Projects /SFR /d02 -130 Swafford 1 yr X A • .. I MICA . City of Tukwila _ , �N t ; ti . 1 ' Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director '•• � • o 1908 _ z July 9, 2002 mo Harold Poncin 13049 12 Ave SW O Burien, WA 98146 w = 1 w u. RE: CORRECTION LETTER #2 w 0 0 Development Permit Application Number D02 -127 Poncin Residence u. 12222 44 Av S C a = ! I Dear Mr. Poncin: z Z Off, This letter is to inform you of corrections that must be addressed before your development permit can be al ? approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, U the Building, Planning and Fire Departments have no comments. 0 I-- = w Please address the attached comments in an itemized format with applicable revised plans, H , specifications, and /or other documentation. The City requires that four (4) complete sets of revised - Z ' plans, specifications and /or other documentation be resubmitted with the appropriate revision U block. o z In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 1 If you have any questions, please contact me at (206) 431 -3684. Sincerely, RGw1,Gtii r`Ua . � ) • � _ Kathryn A. Stetson Permit Technician • encl xc: File No. D02 -127 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 - 3665 . .... ..... ... .. >_. ... ..... f .,w ..... w..... s r«.« .. ...». .» . ...... .•... c.n,..u..n.w......nwro . rM+!..h . ck 1Y I ,I��1FI�N�1AfValLW1 . — — — - .-4, I Po • -„1 \ •4 • Please rovide a soils report and drainage design p p g g per the KCSWDM requirements. A geotechnical engineer, per the cited definitions must a N LL w O, .LLQ w a I — Z = : I0 0 . • F. - w W I I 0 iii z U N, • Px z • • • 3trr • Projects /SFR /d02 -127 Poncin comm #2 2 • .,, . { 1 p; ` . r I, J ° :F'."1P : :,` L; ,E1 , "...Ca - r. ,. Sep 17 02 11:10a TS,F... 4254816371 p.1 •■ • Sep 17 02 11:10a TSP.,„ 425 P . 2 k r 2 d 34, Boos ' I �iin 70 �X lv fog' i BUILDING I k CONSTRUCTION NOT ,. Y w LL i• ADD SIMPSON RFB #4x7 BOLTS AS REQUIRED + a� .../ P AT LOCATIONS WHERE AN IN- SUFFICIENT A )I L QUANTITY OR SPACING OF BOLTS OCCURS. • .1,t:. 441 'itE RETROFIT BOLTS ARE TO BE EMBEDDED 4 -1/4 t a ` INTO THE CONCRETE WALL WITH SIMPSON "SET" T., EPDXY TIE ADHESIVE SYSTEM. RETROFIT BOLTS ti ri '¢t Z UtAapkT t (3 13 , (51. (Jr) kr2 I f ARE TO BE EQUALLY SPACED BETWEEN THE �+ - EXISTING BOLTS, { r° ' ,4 ` . > i °yip Sep 16 02 11:38a TSE 4254816371 p. 4 ,----ii-4,,,, , 1 existing joist with 4 rows beam splice location elevation wood screw option plan option to nails -_J1 . . — -- - --- r - \ter \ r . .,N i rE RM1 T COORo c y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -127 DATE: 5 -09 -02 ' • PROJECT NAME: PONCIN RESIDENCE z 11-: SITE ADDRESS: 1 22XX 44 AVE SOUTH \, re w2 INCOMPLETE LETTER MAILED: S' IC " LETTER OF COMPLETENESS MAILED: U = J, H F- Departments determined incomplete: Bldg (� Fire ❑ Ping PW ❑ Staff Initials: t./1(614" Z TUES /THURS ROUTING: t Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: i • APPROVALS OR CORRECTIONS: DUE DATE: 6 -11 -02 • Approved ❑ Approved with Conditions E] Not Approved (attach comments) ❑ _ Notation: :I_ r L1 ' REVIEWER`S INITIALS: DATE: 2 rf`r Permit Center Use Only !fi;1, l . 4 . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:.- :', PER i.4 a. 3 ' t` MIT C40RD COPS' . '! Documents/routingslip.doc F 2`26.02 �'� f i } PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -127 DATE: 05 -28 -02 PROJECT NAME: Poncin Residence z I-w SITE ADDRESS: 122XX 44 Av S , ' Pl ease Route I ' I Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: 1 APPROVALS OR CORRECTIONS: DUE DATE: 06-27 -02 Approved ❑ Approved with Conditions n Not Approved (attach comments) r 1 iN `. fP,7-c pp f pa, Notation: " `44 ' 4 REVIEWER'S INITIALS: DATE: :, Permit Center Only pc Use Oni r:/- , q CORRECTION LETTER MAILED: d Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 4 „ Y "{" • Documents/routing slip.doc 'r y. ”, • 2.28.02 R.... .. *�, f :1'► \ / Y a4' � ;a 14 .- - \ c -, ., ;` 1 r",RM1T COORD COPY iiik PLAN REVIEW /ROUTING SLIP i I ACTIVITY NUMBER: ,r D02 -127 DATE: 07 -16 -02 PROJECT NAME: PONCIN RESIDENCE 1 z 1 SITE ADDRESS: 12222 44 AVENUE SOUTH W re 1 Original Plan Submittal Response to Incomplete Letter # v 0 w 0 X Response to Correction Letter # 2 Revision # After Permit Is Issued w = JI- N LL DEPARTMENTS: a. Building Division ❑ Fire Prevention ❑ Planning Division ❑ N C! = Publi� ork�, Lj ,4.O� Structural ❑ Permit Coordinator Z /a�cWW - �I[� _ Z DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7-1 8 -02 ILI w D 0 Complete [' ' Incomplete ❑ Not Applicable ❑ 0 cn Comments: w H I I- - Lt. O Permit Center Use Only Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 0 co H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z F- TUES /THURS ROU ING: l Please Route g Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: • 1 •, APPROVALS OR CORRECTIONS: DUE DATE: 08-1 5-02 i Approved ❑ Approved with Conditions le Not Approved (attach comments) ❑ Notation: v - - - 7 --,, REVIEWER'S INITIALS: DATE: ,3 ,_ - Kr MI Permit Center Use Only CORRECTION LETTER MAILED: "' '' '' .r Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: " Documents/routingslip.doc PERMIT COORD COPY 4 '4;. ` t • 2.28 -02 19 tv., ,,fin, 5 ? t J r �tMlma } .u."«»....+..... .__ ......M .w..,. . ... ., �,.. .. ._ .. ...... : .. ...... ......, ._....«. 1` yRrisst4MMm :b- v.mwaw+wea.�....... .. =naRSffi " , ■ . , -W,/ , .T. _, - ' r • :` ■ 4* itik PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -127 DATE: 5 -22 -02 PROJECT NAME: PONCIN RESIDENCE z j SITE ADDRESS: 122XX 44 AVENUE SOUTH ti. W re Original Plan Submittal X Response to Incomplete Letter # 1 _ 0 0 0 Response to Correction Letter # Revision # After Permit Is Issued w i J F- w 0 2 DEPARTMENTS: ( g Q B F y � ' �� , blic o r ❑ Permiit o rdin t Z H • Z O al W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5 -23 -02 2 =O Complete Incomplete No t Applicable U Com — p ❑ p ❑ pp ❑ 0 u) Comments: w W . I-- U LLQ Permit Center Use Only . LLi N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg El Fire ❑ Ping El PW ❑ . Staff Initials: 0 Z TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required El t , REVIEWER'S INITIALS: DATE: i APPROVALS OR CORRECTIONS: DUE DATE: 6-20 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: - , ,.-ri REVIEWER'S INITIALS: DATE : ','-: !y>. a Permit Center Use Only t; ktl CORRECTION LETTER MAILED: L X Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: i,:�,.M ; v rl t'nr Documents/routing slip,doc Eva i 2 -28.02 • �1 ! r. PLAN REVIEW /ROUTING SLIP . ACTIVITY NUMBER: D02 -127 DATE: 07 -16 -02 PROJECT NAME: PONCIN RESIDENCE Z • i Ir- SITE ADDRESS: 12222 44 AVENUE SOUTH , '� 3 Z1- I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -18 -02 2 D i v I Complete ❑ Incomplete ❑ Not Applicable ❑ o IN 1 Comments: _ = W. ' ' l 0 i Permit Center Use Only Ili Z ; ■ N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 1:1 Staff Initials: Z TUES /THURS ROUTING: P lease Route qj Structural Review Required El No further Review Required ❑ 1 I '7 REVIEWER'S INITIALS: - f �'� DATE: JJ5 APPROVALS OR CORRECTIONS: DUE DATE: 08 -15 -02 i I Approved ❑ Approved with Conditions 12' Not Approved (attach comments) ❑ Notation: 'a, ;'s. ^ REVIEWER'S INITIALSI;- V - DATE: f roxri, r , , Permit Center Use Only 1 z t YR CORRECTION LETTER MAILED: El la Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: A Nin Documents/routing slip.doc Y 2 -28 -02 d' tc) to . ', . .. wn ........ �.,.. .... ,....,. .,............,.......,... _......,........... .�„nx�w n..vMa »a«aanm crn,- .raina6 �o-PT+MVarayrorvn.. "t k . :\ fr" l APPROVALS OR CORRECTIONS: DUE DATE: 7 -30 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Er - Notation: 5-r1)(l•V l i ) Za•-i Let 11 1 ` \S4 "C f r - sF. REVIEWER'S INITIALS: ��lM- 0 y n',7w DATE: � .p� , ; s, ! ; t , .: ' Permit Center Use Only -e CORRECTION LETTER MAILED: s ii Departments issued corrections: Bldg ❑ Fire Pin ❑ PW ❑ Staff Initials: � �' ' r �`�• 1 Documents/routing slip.doc z;�r'�z4 2 -28 -02 4:. t':sl :` 1 , Oh PLAN REVIEW /ROUTING SLIP i4a, ACTIVITY NUMBER: D02 -127 DATE: 05 -28 -02 , PROJECT NAME: Poncin Residence z a • SITE ADDRESS: 122XX 44 Av S ct W I m -J o U O Original Plan Submittal X Response to Incomplete Letter # o Response to Correction Letter # Revision # After Permit Is Issued W 1 U) LL wO DEPARTMENTS: g 5 �Q Building Division Moe. Fire Prevention n Planning Division n N m Public Works n Structura n Permit Coordinator n ~I' 1- O Z I- 2 0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-30-02 D 0 U Complete Incomplete 111 Not Applicable n F ( Z / ill r . i w Comments: Tro 51 u rL 6 t& rc .rL c:1 >`°+ +t' ,15 ' H H fi e .:.rltl R tr . r .. 0 & i.� / Z Permit Center Use Only c.) = i-- INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: i Please Route Structural Review Required n No further Review Required n i REVIEWER'S INITIALS: -'C DATE: . 0 APPROVALS OR CORRECTIONS: DUE DATE: 06-27-02 Approved El Approved with Conditio Not Approved (attach comments) n ; -""7 r. , , mom ,-.. =? Notation: ' fir REVIEWER'S INITIALS: , / h / DATE: , „'.,it 1. Permit Center Use Only x. - CORRECTION LETTER MAILED: r . , , Departments issued corrections: Bldg ❑ Fire Ping p g ❑ g ❑ PW ❑ Staff Initials: ; De ,0 Documentshouting slip.doc 2 -28.02 `„ e [g9:m1 ...„.„.... i . , . PERMIT NO.: 11 C)e) ' 1.2n TENANT NAME: �D{nr„ ,1 �� , i Ace _ BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status' 10001 No changes will be made to the plans unless approved ❑ 2 Pre- construction by the Engineer and the Tukwila Building Division 0 3 Investigation : 10002 Plumbing permits shall be obtained through King Co ❑ 4 OK to Occupy ►- 10003 Electrical permits obtained through L & I O 5 Remove Stop Work Order ►` 10004 All mechanical work shall be under separate permit Z ❑ 6 Follow -up = 10005 All permits, insp records & approved plans available H: 0 7 Pre -Move Inspection • 10006 All structural concrete shall be special inspected \, ,4 Z Air 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified e4 2 60 WA Ventilation/Indoor AQC inspector 6 n [] 70 NLEA Inspection/Modular Struct ❑ 10008 All high - strength bolting shall be special inspected - O ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected to p ❑ 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila t!) W ❑ 90 Resteel Building Division ul i - ❑ 95 Footing Drains ❑ 10011 The special inspector shall submit a final signed report U) lir 100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation w O traK200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid g 250 ' Foundation Insulation • 10014 Readily accessible access to roof mounted equipment 300 Concrete Slab/Slab Insulation 0015 Engineered truss drawings & calcs shall be on site W Q ❑ 350 Crawl Space ' 10016 Any exposed insulation backing material shall have tt) d 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation z ul .4 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying fire Z H tit' 500 Roof Sheathing Nailing retardant class of roof 525 Plywood Deck Nailing 10019 All construction to be done in conformance w /approved Z 0 0 550 Exterior Wall Sheathing plans LU LU 'Li ❑ 600 Masonry Chimney - 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project U u) 700 Framing ❑ 10021 All food preparation establishments must have King Co O N 750 Roof/Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of Cl H 00 Floor Insulation 10023 Notify Building Division prior to placing any concrete = W 8 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected 1— U 802 Exterior Roof Insulation .10025 All wood to remain in placed concrete shall be treated L .- L - ~ O 803 Gluing Inspection ❑ 10026 All structural masonry shall be special inspected Z 0 815 Lighting and Controls 10027 Validity of Permit U U) ❑ 900 Suspended Ceiling / ,] 10028 Rack storage requires separate permit H I 1000 Interior Wallboard Fastening O 1001 Exterior Wallboard Fastening 10030 No occupancy of building until final insp by Bldg Div Z 1110 Pre -Move Inspection .1-f 10031 Comply with requirements of TMC 16.04 0 1115 Motor Inspection 10032 Remove all weeds, concrete, stone foundations, flat ❑ 1120 Pre -Demo concrete ❑ 1140 Pre- reroof ❑ 10034 Removal of septic tanks require approval and ❑ 1400 Final -Fire compliance with King Co Health Dept. 1700 Final - Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 10038 A C of O will be required for this permit ❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 4001 Special - Mom/Resist Conc Frame ' ❑ 4003 Special -Reinf Steel Prestress ' ' ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 4004 Special - Welding 10041 Ventilation is required for all new rooms & spaces ❑ 4005 Special - High - Strength Bolting " ' a• 10042 Fuel burning appliances ,; O 4006 Special - Structural Masonry . 13 � 1 ,4 �,, 4007 Special -Reinf Gypsum Concrete . : 10043 Appliances, which generate ❑ 10044 Water heater shall be anchored i Vg i t` E ' �,i ❑ 4008 Special - Insulating Conc Filt ❑ 4009 Special -Spray Fireproofing 0 10045 .Reroof • "Anchoring All new construct and substantial . ' " ❑ 4010 Special- Piling, Piers, Caissons ❑ g — 51.1., `M AI. ' ' 0 4011 Special - Shotcrete improvement shall be anchored t prevent flotation" .,, �>� #' ❑ 4012 Special - Grading, Excav/Fill ❑ 4013 Special- Retaining Wall ' 1'• '-'45', ❑ 4014 Special- Panels Plan Reviewer: Date: ❑ 4015 Special -Smoke Control System Permit Tech: ' )1,44.6 Date: ( k V ✓ : „' !{ . IOW all " ...-,..,..........,.., ,:, «..:ww..,....,....,..4.,. ....,....,..,-...........,.,..., vs-.....+.: rnx;... ona,;, .nn...mnn,.r+mnmom,r.rmn.ai'rrrt f'+?: Y% t.+ ic`.✓ 1•: W'' Y. ii: i! Y" xt' Ie1 !'Y?:'fiSN#Skn' lt,,({. -- — _• AgAk oak N REVIEW /ROUTING SLIP ACTIVITY NUM D02-1 27 DATE: 05 -28 -02 PROJECT NAM Po ncin Residence. Z 122XX 44 Av S O riginal Pl Submit x Response to Incomplete Letter # o W Response to Correc Lett # Revision # A fter Permit Is Issued N DE M ADDRE SS: an E NTS: g , Building Division n Fire Prevention Planning Division n = w Public Works n Structural C Permit Coordinator n CD w o w DETERMINATION OF COMPLETENESS: (Tues., Thurs. Complete ) DUE DATE: 05-30-02 v o p n Comments: Incomplete n Not Applicable n w w U L I LLi Z Permit Center Use Only O INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILE Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 14. Please Route n St No further Review Required TUES /THURS ROUTING: % ctural Review Required n REVIEWER'S INITIALS: �� Flo APPROVALS OR CORRECTIONS: Approved DATE: C 31�Z, DUE DATE: 06 -27-02 n App Permit Center Use Only CORRECTION LETTER MAILED: roved with Conditions U Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: 3' `y • �' ? '.. Departments issued corrections: Documents/routing slip.doc Bldg ❑ Fire ❑ Ping ❑ P ❑ Staff Initials: ` ' , yv * �i 2.28.02 }�' a " '� ' e .. ,..........._.:........ n... r... r...., + . ..,... a w.. n- e,. a: x,*; Trrn, t« sn». r .+.Pm*lrSd.+hl+Maa�tx4tN.4.;79t T . `.\ fivswis A44, PLAN REVIEW /ROUTING SLIP ' r r • . '•\ ,4;4 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -127 DATE: 5 -22 -02 ' PROJECT NAME: PONCIN RESIDENCE SITE ADDRESS: 122XX 44 AVENUE SOUTH re W2 . 6D Original Plan Submittal X Response to. Incomplete Letter #_1 N o co al • ' Response to Correction Letter # Revision # After Permit Is Issued H N u_ O DEPARTMENTS: uu_ N U Building Division Fire Prevention ❑ Planning Division ❑ _ H I . j Public Works Structural ❑ Permit Coordinator ❑ Z F— O ■ t Z I— W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5 -23-02 n O U I Complete ❑ Incomplete ik Not Applicable ❑ . 0 t - { f Comments: (. t YIW� re- d '4-c t) Id, ,,,..5 W U C �Yy1/M,-e " - ~ I Permit Center Use Only U Q ' INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: ~O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z ; TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: IK DATE: 512310 0 • 1 APPROVALS OR CORRECTIONS: DUE DATE: 6-20-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: i giA, n 1 REVIEWER'S INITIALS: DATE: '4,4P rrti'. Permit Center Use Only A }',rs CORRECTION LETTER MAILED: 16 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1 . jam. ', u�� . t Documentshouting slip.doc " 9!F'z.',3p :. 2.28.02 14= ' "�` Mw a,4M... _ .. ...........+n..u. a.-... yr. .. .. -. 4 . -, 4., _ +. ;\ • . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -127 DATE: 5 -22 -02 PROJECT NAME: PONCIN RESIDENCE a SITE ADDRESS: 122XX 44 AVENUE SOUTH w ¢¢ 5 J Original Plan Submittal X Response to Incomplete Letter #_j v o w 11.1 ' Response to Correction Letter # Revision # After Permit Is Issued J H N u. w 0 ■ -•-•.171 >.- - _ - _ ° - fi r - - - \ ,s.i N. p toG( _ ---- A VA -1— > ( t _ r t-• N ' - OTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN ; < - THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. t • 7 - - . a,, J _ -- _ - s ' - -- T - _ - ;\ iiii 10,14 PLAN REVIEW /ROUTING SLIP . , • ACTIVITY NUMBER: : D02 -127 DATE: 5 -22 -02 PROJECT NAME: PONCIN RESIDENCE Z \ ,z SITE ADDRESS: 122XX 44 AVENUE SOUTH re 2 N('' I. Permit Center Use Only ; ;* �, 1 . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW El Staff Initials: +- 'fix °' ` '' ' x, I?4 ?Ml -4 1 40 1 6 l'''' l i Documents/routing siip.doc G 0 a 2 -28 -02 J ... ...a. - .. ,a. . .w i.F.,v nrNSrc+w..».r.r- ar..,a .n.arve. w fNeHMJ ;11*fPiR y j^ j'. lt:+ - -- - - _-- - _ s' \ P . PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D02 -127 DATE: 5 -09 -02 PROJECT NAME: PONCIN RESIDENCE Z 44TH \ W SITE ADDRESS: 122XX 44 AVE SOUT w u4 XX Original Plan Submittal Response to Incomplete Letter # v o co — - T -. - - . - \.s.1 ,` • PLAN REVIEW /ROUTING SLIP ;` ,, . I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -127 DATE: 5 -09 -02 PROJECT NAME: PONCIN RESIDENCE z SITE ADDRESS: 122XX 44 AVE SOUTH I- w re r J U XX Original Plan Submittal Response to Incomplete Letter # 0 O Response to Correction Letter # Revision # After Permit Is Issued w i J :` i iikai PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -127 DATE: 6 -28 -02 PROJECT NAME: PONCIN RESIDENCE z SITE ADDRESS: 12222 44 AVENUE SOUTH W i re 2 Original Plan Submittal Response to Incomplete Letter # v v 0 t p ! X Response to Correction Letter # 1 Revision # After Permit Is Issued w = I I- - ' WO r 2 �}- DEPARTMENTS: g J u.. a Building Division ❑ Fire Prevention ❑ Planning Division ❑ = W Public Works L3 Structural ❑ Permit Coordinator Z H Z I— w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -02 -02 2 Q Complete 2/ Incomplete Not Applicable 8 co Com p p ❑ pp ❑ 0 F- Comments: ILI • = W I— � O Permit Center Use Only LLI z co INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H H Departments determined incomplete: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: O Z • TUES /THURS ROUTING: Please Route E " Structural Review Required ❑ No further Review Required ❑ \ REVIEWER'S INITIALS: DATE: . • APPROVALS OR CORRECTIONS: DUE DATE: 7 -30-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) E Notation: • ,`y , ` j:t' � > i , •rcC `, Y r' ... i' REVIEWER'S INITIALS: DATE: tryr '�' (i' i Permit Center Use Only 4 , * a ,., CORRECTION LETTER MAILED: I II "t • Net go Fire PI Jail' k y + Departments issued corrections: Bldg ❑ FI e ❑ Ping ❑ PW M Staff Initials: I; sit ` . 1 M y Documents/routing slip.doc m 2- 28.02, 'i2, a Ey :\ ,4J�W 4 City of Tukwila i -46; \ \2 0 ' . , Department of Community Development - Permit Center (1080 ∎ , J - 6300 Southcenter Blvd, Suite 100 :41/ ? Tukwila, WA 98188 * (206)431 -3670 ,, 1908 Z F a • Mvaajn.an,fm, ? - {.. + •_, .4, • ,}... n ,h _ ,., .,, . + .,.. d i., .+ GS , ..,, . ,. , v O Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted , cn 0 through the mail, fax, etc. W = J H wO Date: ` ° - Plan Check/Permit Number: D02-127 Response to Incomplete Letter # I = � 0 Response to Correction Letter # Z 0 Revision # after Permit is Issued z O w uj D O Project Name: Poncin Residence o co : . Project Address: 122XX 44 Av S -. Contact Person: /° Lb RiACCoy Phone Number: iii Z Summary of Revision: H H � cy z '/ RECEIVED • CITY OF TUKWIIA • .., ... ,,,, U t.� .. PERMIT CENTER •$y +xrtr 'S ?4 � Sheet Number(s): 4�fl ti "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Et Entered in Sierra on t"' Peal 05/15/02a .\ Wit Aiiiii v'� .•.. ts'' City of Tukwila o _ ► f lt- ' • Department of Community Development - Permit Center `9 ∎ ;,, _ io - 6300 Southcenter Blvd, Suite 100 � ` Tukwila WA 98188 "••• (206)431 -3670 ' i Z • = F- t \.. , , Z 7 t RE } SI U M ° I A vo Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted N W ■ through the mail, fax, etc. J = —mod( — - _r • - - . -s. _ .. . f . .a : ,•iygs'.. City of Tukwila o► V2 r Department of Community Development - Permit Center r �`i 0 ' 6300 Southcenter Blvd, Suite 100 N \ , , iii Tukwila, WA 98188 r , ••_ i - -"''' A� (206)431-3670 ■ —�/ , — ' . -'_ 1 ;\ A #4 ) ' �). "1 ...t‘!.‘: w City of Tukwila o a r , r ' ;2 Department of Community Development - Permit Center - i(4.4). 1 0 ; 6300 Southcenter Blvd, Suite 100 . ..,• l 2:' Tukwila, WA 98188 Summary of Revision: � o n I: � !J S 7`D /.44..) G�d-r, -»'I S. U z . i- S. �77,5'c - /7 o z , ■ RECEIVED CIT UKWILA ' J U L 1 6 2002 .. PERMIT CENTER ' fi '' ,'_ :; ; .;t Sheet Number(s): ' ,,,, 4:4,11.t .4., ,,, '''='' } " "Cloud" or highlight all areas of revision including date of revision F` } • Received at the City of Tukwila Permit Center by :- . w ;.:,. .cr . Ar Entered in Sierra on 7 ! (O sw Wittsfind r a:2-,Avo . P „x. {„`t 08/30/00 . �, ,, } I e :tir ., .... ...._._ _.......,....,..: - „.,.. •,.,,,,- 4 m..e...IUat1+ 1� tra. l _ 4.9446 e.,m t a ■ • r f .."' "" *. City of Tukwila o di i 2 Department of Community Development - Permit Center ..r, 1, % i ..- . .r: . 0 - 6300 Southcenter Blvd, Suite 100 N `•,• , �il� .. Tukwila, WA 98188 • X `....- .ii••'" 1i (206)43 1 -3670 1608 Z I f W.l�� 1 ^N M. i4AY k ' ^''1^ yb;+•�•� "r7 t f t .. - � r 4 ` Z �s' �+ '+,� s S 4�N.�r t 1 ^1: r Er• ..��!�" Y • .'• 1N. 4 i • �..: i t If Y':.� Y{, `51y MA..+�,� �f,�µ � S ;�` { Y . J ' �� •'P i. Y1 �� T � � rr��JJa r r �} a � � ; s� r y k ,�� w , � 'si at�1k N • Frpe.iVi 4 ` ,:g4 t • • , S ?St 4 t ,• .,: d: � ; + , *i ► : 1 I ' a•s { . F. I }' ! 4 S F .{ .:.� J:•..,4.:c. y }Ix :• �k h,JdfSS M..E'S. l .r ;y , • .. . 's i+ S: °:. z r ,�. ., . .' . S S"�ri rr,: ,.i ,r�.i .� V , :..3 Ce 2 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted U through the mail, fax, etc. co w / >�,�,. l � wO . Date: ----' Plan Check/Permit Number: g { J ❑ Response to Incomplete Letter # v. ❑ Response to Correction Letter # = w a `► A Revision # i _ after Permit is Issued Z H i i z' Project Name: 4 e ' ) �l w i ? uj D _ A � U Pr Address: 1 2-• .) •-- y ( tk l J ') 0_ o H . , Contact Person: p , r_> Phone Number: �U� �c� �— l �/ w w U Summary of Revision: 11 0 • r / / .. ._ / �t� / / .' • i / .1 4, , L`a.• • w co ,/' Ort/IifL c.) I Z 2 - i _L /r... , e .// ..1 Alai 6) • ) i rI tt ,-- // q !4 / / it • -\�� \\ . 0\ X0 ' Sheet Number(s): ESQ r � t ° ' "Cloud" or highlight all areas of revision including date of revision 1 , % r ..% - t e Received at the City of Tukwila Permit Center by: t4, t - r 12 d. I ❑ Entered in Sierra on"�' {; 's > "' ° �' i RECElVi:d , CITY OF TUKWILA n N ,,,'F 2 6 20�Z j U L 08/30/00 � Y .,y f PERMIT CENTER ,� . , i - -'.:r �i :` 1 0 Ref ' lential Sewer Use Certific- 'ion (To be com for all ri. .. sewer connections, reconnections, or change of .. .,e of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. J (Please print or type I For King County use: Owner's Name C. ) Ct ))� z (Last, First, Middle Ma � . • Account # �^ = Z rI / Property T I.D. Number D / 7 UV 9'' Monthly Rate Subdivision Name/ //e n O ki k 177r�s j Subdiv. # Six Month Due v O Lot # Block # 3 rn o Building Name w w (if applicable) J = IH Property w w S treet Address /�-".krl< 9"9 � , w O City, State, Zip S c'.4�71 t:' Nrq c 7 7 i y g S J �'1 Owner's Mailing 3 9 ' 'k ' Y' w 3 Address l a `t /7-2Y ,,,, 5 /I1.h �,lr�d, Y� k ,1 , ', N d (If different from le � ; s H w above) Owner's Phone Num ber (10 b ) -`/4 £ / t t-- O Property Contact Phone Number (le ) ;- 3 7/ al Lu Party to be Billed net / t�i) n ( -ill ; '� (-) w (if different from owner) , s , 0 p N a 2' Party's Mailing Address 17 A 9} 2 '') -�? adh/ C /// ,, � s, ,, , ,' w t La 1 `a') 9' 6 ,. = U LI O City or Sewer District x ' z t : ti,i 1 , 1 j Date of Connection . ;; ;, , ` U 0 1- I Side Sewer Permit # z z ' _ 4 Demolition of pre- existing building? ❑ Yes ' U1 No t Type of building demolished? ,, . Sewer disconnect date? . ' Residential Customer Please check appropriate box: Equivalent (RCE) 02 -- , 21 Pt Single-family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 RECEIVED CITY OF TUKWILA ❑ 4 -Plex (0.8 RCE per unit) 3.2 , ' Y ❑ 5 or more 0.64 RCE per MAY 0 9 2002 v- •"• n om ` • ' ( P unit) ehsr No. • of Units x 0.64 = PERMIT CENTER i ❑ Mobile home space (1.0 RCE per space) f; .� ;;V; No. of Spaces x 1.0 = , ; For condominiums, please fill out Supplemental Form A in addition to this form. I , z ,_ �yt I certify that the information given is correct. I understand that the capacity charge levied will be based on this information f , v„„ and any deviation will require resubmission of corrected data f r determination of a revised capacity charge. >f;Yi ) } 1 - . Signature of Owner /Re O"h' -, Date ,5 7 � O 4 -- 1...ri > , 1 Print Name of Owner /Representative //`'f t' p) f'1 t' AL . 1 rt i ' „ 1057 (Rev. 8/01) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer z . 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I ... i ' ' I \ 2.1 2 HF*2 0 1-.../M. •2 I' OC. \ 1 (1 I ' C11 ' ENER6`f AND VENTILATION (tsA$ LE) i) " 2 .12 " ' 9 ■ 2 sa . . - , ili) . ,,.. I- !1 6 i ,.- i i Y . — c) t z E, Li 0 mj 2 .. • . NEA SYSTEm TO SE FORCED MR FUnkLACE OP r.eD. EFFICA4C.Y. bAS FIRED .. y 4 . 1 . 6. 2 _ 4 1 IN'IASTER . . E E3 DFZM I tr! 1 "';')- • g I . .....,_ 6 . 1 , Ai.i. E.L.Apt4e. te -0 se U*5 viNYL. 041,001 1•117$4 verni46 MIN 4 SO 114JR1.4 •• i .1 .C - , ' i 1 : . 1 C '''' . VENTILATION REOUIREmENTS (rvoti souse E.XHAUST FAN/ . • - ... .1 , .. , . . ;o il I .fwFWANP®CFMQ5\:/i f i- -52.-1" i''/i' SSP V 14 i A X " ' •-.. I S/P I E3EDR1 . ,, i i ! • • o f. x }4 A L p5 iNc. T H F E . s AT A P1 1 10 ,.ER N: 3 1 ,Ause lPIP46 r114OLE P4 T VENT AIBLE ILA N0 TIO I ' o s SHALL NA FLori eLove RAnte• ,t - ILI ''''' .14 b ;i i ' i 7 , t t .., , . • " RATE IS 100 CPI AND TM N•IAX !S 150 GPM ill • .S. i in i &..1 1 g 1 5 - 0 TIM Pflft504 ! • 11 ' -1 " 5 , ...-I • ' ''',.......- •-i .1-q.':. • 1 - 5 TUB vr/Ski 1 : .7.- ' . . USE M/N. 6* RNC DIXT AM7 A MAX RUN oF 45 FT. ¶ . ' riAreromoor '. I 1 #. . _.. II c,' < - rtATegitimPtoor .. aCt . ", . . ±._. .1 . ix-4TCHEN FAN TO BE IOC CJII'M _ . 1 • • 11 b . b i° 1 1 i ' . ' 7 7 - " 1 e.N.,,,,T A TH, HALL ' - ' > 0 • — SATH ROOM FANS TO SE .50 .s.'1,4 ihl I 9 1 ,, . • 1 1 . . ,. ii ' . r. . - . Likupt,k— fr.tie. To ee SC 0PNI Cl 1 t I I a , , --..- ::' - - i 4 N - : a .7 . ii ,, III I ' 411) : - .AT i . ...:.:, - • i PRESCRIPT I VE REQUIREMENT CT TN:, t9LAZIkes/FLOOR *REA. 145% I il • . 111 4 " 6 Al i .,. 4 Ill - i O I fr. - ;,3 64-AZIN6 I 9 b ; t i , DEN . . .. • ‘ 7 D u.40 I et .-ip ,...,,... .. . IR-38 • • . . T SD. i Iili in VAL GEIL.1445 R 0 , ' Ilfr-.4r '-'.-:,• & , ,.... WALL ABOVE &RADE _ IR-14 U ii.,, 4,o ' I+ I e., is . i ,•'•• . o1/4_____.‘,.. - { .91 „.‘ Illiglp_ . . , . . . . • - .” _ :WALL BELOVI &RADE F1-14 i '• ..,.. ; ,r(7101 • - , -- _•- .. ..... _ - . , . ..,• FLOOR OVER UNHEATED SPACE 6 R-KI . , : D h• - / i ••• i 0 _ --- ---(:). s * . , t■ .. . l x . - . .. 5LA13 ON &RADE R-10 .. I I 9 - 2 — 4 I - • • ;co . ‘410 :-;- F. .... „ ...--• ___.... ; • • • - :. II .- I ' - . k' . • . cry?) • ... 1 . . ;•I. i FAN C) 41 Ill s li ° t I it . . I • - . , 1 11' 6LAZ I NC- RATIO . I t § NOOK ; , 2 50 CF1•1 ini . , 't I f. (1 \ 4 . . . . _. .. . . 'I, . . . . . i : • ..: ! . .- 9 , , 6' 2.-2" E3AT1-1 l III C)' Q' . 4 , he-Ges5 owls r .:, , 2-2xI2 1 Tc7TAL HEATED FLOOR AREA .- 1E46 S.F. - * ' 0 ro 0 • . . ' x - - :- ' 4 Io ‘ • ,.;:.-:- SAP * --- - - '7" t' . 7'. . . ,, . ... .,, TOTAL 6LA 264 SP. ' 4 l'.. r. .. . • 7. '-,. ALL : : i •,:, 1111111 .1 , . '4.----;,,, . . • . , , .,. . # . 264AS//3.14.5% I In • --- ' - _Q. .. I .- 1 i .,, . , . MARL' ..... - ... , - " NOTE 5 - - 1 ti . • il 4 ,„.4 ir% . . . ••• "1. ''''''' : ,. , . ' I I Z? . . S- 4-0 • $,D. ' 6 S.1711 r .....1 % t t ill ' 4, ,? . . . . . . ... _. .. p.... ._ .......„„..,,,.•,„ . 11 ..__ 4 , - • , ALL SMOKE DETECTORS TO BE WIRED TOdeTHER ON 110 vOLT v4714011* , S.D. I • eATT NS DISC SVIITCH ALL DETECTORS TO HAVE A SACK UP BATTERY. () i w 7 1 --- 1 • 1 o 4 •-•*---• 0 - . - . . .. , .... _ . .... , .. , . . - INSULATION TEA AND I R$ JONTS TO E B T ••Per) FACE 5TLE. fl L 6 •; , id' -',.. 1111 ? I I ' I i / - cl - if -I , ' e l. 4 11 AI , 2 / z } II , _ 4 ... . .,,... _ 4. .. . - - - -. ' '-'.- - i; - •' ,:. T / V 4 .. ;t 1 - ir6 ' 5 1 5 r ,-.... 4 . - .. '...,. .. ,...- ...-. : . k.. - G. I -• . , kl a _I ! NI 5 1 i , 2 .. *omen _ 61111114: I 2 , A . _ 0 7 i ) - .. ' - . . : - - NOT ONATE NEATER TO MEET A5"I NAECA REO AND FT-RFORNIANCE EF- • --/- ? 41 . .... i L.....- 1 . ' / ' I 2 j ! ; 1i - . . . .. „ 4,_____„.. i • r , ' , - ' • FIGIENCY PER S 504.2.o. - " " on ;t • _.t......,_ ..... .......___;„.1 _.....\:......., ....—._ _ - _ . _ . — • ti • or -, - • If , _____/ 2-2xi2 k i .... ! , ......... , ,,,,., __ _ , ., . ., f I ii , q.-3* • et - i ii “ 1 s■ 36 04 3 0110 KALL . . , ,SmorieR FLOV4 0ONTROL LIMITED TO 2,55.E.0 AL50 nes 4 L.Av. - ' ,.._, t - -I, iv VV TOP ,._ I ..] - 5 I 2* 1 'if t 111 tL . in i , ., . ' . • . . - 0 ' ;i:, i . , . 1 - - e, N , ..-, -‘ i . ,„,_ i . 9 . - ,.. -, - Li - 5' Li 2• 3'-e `, '-0' • 5• i t 11.1 - l SER•/IC.Z ' F'IPES IN UNHEATED AREAS TO DE 'NWL.ATED PER 5.E.C. . I ■ . ... - f t . ;`? `Y ' s.""- 4 I/ I I i * x TSL 5-12 AND 5.E.C. 505.11 NC PROVIDE R-5 INSULATION AND TC f I o - 6 t , 1 , NAVE A FLAME SPREAD OF 25 OR LESS. " , IT \ " 4) ) Aki . • III.. 1- OsIERFRANIE ry , - / I A 4 iS E3Er,Rm 2 :..' ENTRY ‘‘, ., ,:, / . ;? , i 4LAZINaU-VALLIE'S TESTED SE,C.. 502.15 . 2x6 RAFTERS \ i . ' - .' .70 R.. , , ..- ' 1 111%11 . 6 \K I TGH • 24" 0.0. "") '-' t I U ' . . , I , 2 2xI2 , 0/ - MOISTURE CONTROL PER 5.E.C. 502.16 N. \ 1 ,/\ ININ t > i ‘C . 4 • 6 . H ... - /.. ... ' . I : ill Mt g . / 1 ti . ., u-vaLuE LIMITS OF fr SKYLI6HTS L7ooRe ETC. PER E.G. . 4 lit RANLSE DG* ;1 • . • in Test_ 6-i ANO INFORMATION 5ULIXTIN 405 -■ ew-5%ir , i . , H000 14;117E1-;";'s ' , * A i, , __j . --, ,..' Mallini..4.1 1 41, LWSra - - ' • ' iiNg *419 • OFBMIIMS . 611•111111■••■• .MIIINIM liVOT INSULATION TO 5E A MIN. OF R - 6 ' .7 - :: . . it FAN 100 CFM yENT I / 0 I AL----•,-----‘ . . .. .... , 4 TO OUTSIDE AI* 4- ' . - :.,. . A I r 4 1 \ / E ure .. SVI-5 141 N,.... ' I o. kd NI • — SMOKE DETECTOR5 TO SOUND ALARM AUDiSLE iN ALL SLEEPINS R00145. ,:, , ' I .., • : sccit;L. _.- d - - ,0 GONG . I — . . ' • - in L __....._. 0 0 111 \ t‘I. ' I • . -,... X I PORCH ' 411 • I # evice •#-•1 ' . ALL EXTEPtIOR. 001J.11.1145, reAt-15, AND JOISTS TO DE PRESSURE TREATED. lo . * CI * sr' - " .. . . - i 0 .. ,- - 1 5t op4 FDIIK" . 16. f o r sH \ 2 :41 7 47k auARD PI " ..- L ' ... ''....-' — r 1 o • HEATED AsPLIANCE SHOULD QUIPPED KITH A LISTED SHUT - OPP N . 7 ? . 7:: r. ' ' • , ,.....! --, . . • ' i ii, DEVICE IN cAce or l'1LOT AND 16NITION FAILURE. 1- • .,,,---...,-..--.„ 1 . 1 : , 1 4 • a.-6" ..- -1 il I l'-4 , - N ' .. - • I 4, I i ' R ExPOSE x ■ • 1 : - - , . . ' I °- PLATFQ1k1.1 4 1'-a" , 5 ' :,".-3* 4 D EHAUST UCT IN DS ALL TE UNHEAD SPACES TO S E INSULATED MTN . , . , - - . • :9 ;1) , ALL EXNAUST DUCTS SHALL SE U.L. It LISTED 'DUCT " TERMINATE A MIN OF 36" . - --` — ---- ----- , _ CI I * .. - . • . ' 1 •• 2xI2 HF F9-.JST. •a* O.G. 1 \ 1 . ' , ., - • , AVAAY FROM ANY OPENIN.S. ;1- t • - i I . . . . . ,ALL H. DOM AB . ■-t.)ST E IN PLAC PRIOR O A FOU DE TNDATio INpEcioN k Q o.4 sT .1 I !,'/, , 7 .' % .. - , ' ., I *2 " I . -•-. ft I ' • • , - ,.. scHeo ON SHT S5 AL-----. T I 'r titicr • , -F,1 _ _ I _- 2-2x12 17F02 r. .j f k •,,• ' . • 1 1 - 0.1.- r i INTO p ._ x , _I . - 1 • " U.L APPR. ZERO 411 A E . .,. . ADDITIONAL STRUCTURAL NOTES. - . ., . . , ' I CLR. doAS F PL. PER MASUF SPECS. L I V I N6 . - N- . di . I , , . . 0, 4 ' . . . - - 1 „ ,_ .. ,....... . 0 . 9 1 . -x- I it I ROOF SHEATHIN6 TO Be I/2- MIN. SPAN RATED (24/16) 111TH Sci 001.4-ION NAILS . VI/DIRECT VENT . . . ty•AceD 45* 0.G. AT PANEL. EDSES AND ■2" OC IN FIELD USE A SIS,117900"1-1 • ;t gl ' i ', TO OUTSIDE. FZOOM ... 6 , , ■ i i l L j - . I i I t kl • 9 ' , • I • GARAGE ', § ANCNOR AT EVERY OTHER TRUS5 . . • • ;t 2-2x12 171 FL ../ST . , .. .4 I 10VRFA I I I et , , - .. ____ _ J -AL- — - — _ -- • • • , . I , , i • • ■ eRME PV \ ;I 0 5/8" TYPE "x" are ALL ;L . • I i ''' • 4 ". 2 94AL " . 0ON SL OP Il AlICN : i 1 . . ' f ., • , 1 , - a , r 2.6 RAFTERSThc I \\\\ , . 1 , 4 * ' 1 I ' gb I • 24" 0.C. i , _ 0 . .... . . t • r I 9 ' '' )..,j_ -/ < I I i yr. . . I . . IA A , II_ .. • * .., ,..,., 1 . ' 1 — .0 . A 0.47d6C/ 'gW vosT . ..„• • .• 4' PU.1504 "2"x - OE. PEI 0: 7' ri FLUSH 5 2.oe. PSL 1 041"-- 11 'IA P ' ' • --Ilo „v. ". '•- — - ...- - ''' Vilna Egli PA.. I CAT !„ . - • ■ '1/4 VA 4:) 1- Tin. li 1 9 . 1 I \ ,_. / 4, 6,- • , ,- - -. - II 0,-5 4x10 NOR 1.4" 0 (1) " o ',Zia • • • IT - • .,i ..tI fi. - LINE OF .., 3 et .. • iv I MEN • gbi 0 /1" • - I ---.N, .._ e .$ - , _ me _ mil : , 1 . 2NO. FLOOR . ; , ■.:J . . r 6 6-6 6L.DR. . !'t 0 I ,..,„ J IIII II 0.1k . . , 4ul ii . . . -, , .. . to it 0 .-,„ (0(.,, *. • . 9 T5-I, / DEGK TsEt Z.) CI ;,) _ • 9 i Pt I •...... _...- CO . " I 1! li. -.*Y'xII16 Ps4.. 2.0E ° I . 14 • . . al \ : ,,_ ,. _ < .. 5 , a ppep t % . • rlArept PROOF LINE OF - i / P4 4 . A - oliti.m. •lkc.c.,o OK EQUAL. I T. FLOOR 1 1•;:11 I . jh- • . M- Li - ._ - - - • . RECEIVED V. ' i j CITY OF TUKWILA I • SLOPE 1/4* PER T. PLR. _ , bt r , 16-0 x T.-0 OVERHEAD . ..i , 0 __FLR. . . , DRAIN TO PLR. DRAIN. DRAIN...1'0 4 1 s 'Z/ t I 9 • . N - MM 2 z L'oel e. _ -. • ' 1-11,51-1 VIVI/ LINE OP DecK ._21 T:11; SEE 1'J NC , Art .i. Riltwi , 6UARDRA IL 2ND. FLOOR tICi---Ar\i't "i7--C aTt..... NTERCS . . . . 4'-6 - 2'-0" 1 2 4' F - or 0 - --0- .. l' -104' . I' . ' 20-o" , to- , . ______________________,,, I\ 1 20'-0" 05-30-01 i • • . . . . . . . . . . . , - . . . • . . . . . . , • s .• , • . - . , . . , , . • .,- , , . , .. ...-, ., , .., .. , . 1ST FLOOR PLAN, . 1,..1\/. 5PC,. '720 5.P. . . - .„. . . ',... . • . . •ePARA6E 4ao . 2N1, FLOOR PLAN, :Liv. sPc. todia 5.F. • , ROOF FRAM1 N, . . , . 2Ni, FLOOR FFZAH1NG, ....- . • , 51-1EAFR. VsIALL S. . ...•. . ':. 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IC .� 2 xb SOLE 52 ME AL BE NS' A__ I GARAGE \...._I _� * Ib I I , I j i t'2 ' O C F 'EL. _ PLATE 5 - 0? AND "G SEC Q12 AND MANUFA Tt,RER SPEC. F AT!^N5 I_ — 5G A_� 3/4-,-•r-a. - 2ND FLOOR L _ 1_ - >.VA i ►�i l . C �R `3 SE CUR Y IF AP I _ -- - .. - �N c _ G BLE P 1 a - , A ,E/ R ♦ 5 ^P c THE .� N-• - c.JP % E r� 1 a R "^ J5° E E DOO HALL BE i EN.+ L� FR r� INSIDE VIITH �F (� l Ju' THE :SE ., V I V � _. • _. - " 2 FLOOR JST OR LK ' A tiE OR ANY SPEGIA� <NOWLED �E OR E�FOR' — A5 GAR. GOVT. FTG. � I R - ' x .� FOO , , f y ,_ r , • A s I - . PLA 1 4P ) ■ �' -� SEE PLAN _ ; � I T �J SG LE O' - LA LL - J F•_ __ �/ B. ► TOP P LA E EMULSION ! ` EERY ENTR" DOCR =•" ALL HA /E A /15 TOR ✓SSERVAT ON POR` Q __1 �l� ( ' t G E / ERA ENTRY ANC GAR•.' A T G c= a a_ E DCOR IAL- HA /E LCGKSE em D .. A B O LT . WD SIDING 7 N;, _ 2YE STUDS �- / \ n \ 2-2x6 CO ' :� ✓ER ,2 OR DEAD LA - GH WITH AT SEAS NCH MINIMUM THRGW L K-.'-: K.. /ER" +3 r. C G t INC EIDWG OVER -. p 50L D BL OVER BEARIN PAR, PLATES O n PLYI^1C O IL_ R - a Ir _ l GONT ., P v LA - E5 51D'NG OVER 5* BEAD BO LTS OR ARPR r - I I r. , b 14" Q G 5. L F=L ,- ,ND OR 3 - E AR' 'IONS FELT _ D. _ /EC LOGKi^,S ✓E ✓ GES ARE R EOI ON A_L PA' �! �4 i I'2" >IC' A B • '� O "O.G SIC NG C -/ER :gu "ELT ----/ \ L . -I LAYER DOC.RE SL D'NG> AND OPERABLE W NDOWS• LOG! C ASE MOUN - 1N6 SCREWS N 1 I J H I - r 2 >6 PT''IUGSLL LAYER PRO✓!pE , N LAT' G �" _ F r� Tc t t G DRIP SCREED., I _ �� S U JN O✓ER - � INA. E._� IB�� RG OUTS. USE 2 ".2 " 6 " rt.ASHER 1 SEE _ _ Z 2 b =TU -,rv �! _ �_ — _ 1/ _- SEC 3C2 •i V ON IL ' rS A :: EACH SIDE ALL WA R .N `U , Z F rr I� / .TQP : xb S T�i.3 ®!b" Ztb PT MUDSILL W,!.2' W AZ AND 5'B ALL CEILINGS FLOOR GE ® G - S g _ _ FREE DRAIN G i * N �jRA.. _ 5, 2x4 5 TLD5 • a Q V l!_i O G. W'R . MA - FRG . M CORN RT.:- 4 B. gAR.AGE WE_L NG DOOR HALL GRA ,'FL r I b'C G IN/R-.41 t ENDS OF SILLS 4 IN EMBED �' .2•6 C. 5'UD5 �« b t~ - rR,FPEC ANC 3i8 INC ^^ •N1MU^ rN 'KNE55 � i} • 4 C' OG E , 4 "^! ^ � W A H BE SELF 'LOSING GHT -F TTING S�.LIC CG*"PaGTEC . ` ." .► O . 1N R - N S UL GORE E T INTO CONCRETE 2 ",. >3 16 E3AGk FILL 1/2 AIR - K COVER - _ E!°6G''rG FIRE SEPARATION 5 U GA SA AN!ZED y ' • �i t • 1 Z R .G N Q EMULSION I 'SP .E _s — W R '�, /-� -�`\^ \ - EL P! E TON WALE HA_L BE MINIM M 26 � M4 R - *4 ONT V NOTE: GHEGK SW S� \ � i �4 CON' T P 1 . >.. • 8 p .G e 4 O O lLJ . -< y �[ TOP _ / 5HT 53 rOR A B SIZES 2 \ 4 TY yl I" SEPARAT T m. E!vERG" NOTES: SEE F LOOR PLANS FOR ADDITIONAL_ NCTES AND VENT _AT10N • • �' ` 2 -�4 GONT I TOP CF �LA SHEA ✓VAL LS. r� / r I ,rt C,1 DRIP 5 REED A3 - ' D • 1 I d d _KI 4 GCtiG 5-4/5 A N HER SAL BREAK • � � �{ 114' DOWELe - � j ( (D •ib QG • • 2 \ : - r1ER� AL - �"t 1 ` �,i �i� '�$3i.. -t r�i,�AT161N; RECEIVED I - 6 • •�' O . G . �! HORIZ BRE Z FIN GRADE - � ' ... .. F TH' ✓APOR BARR ER ON WINTER WARM SIDE R-38 ;m • A ROOF YVI QFTUKWILA "•11.� 1 i q Ki FITi ; SRAD C p l TER OR WALL R_ q LJ y► I ' 7 .O NG SL -- \ , . E A.2 Ex A.3 FLOOR Ov/ER "NH ATED PA E, ELECTRIC ' o E 5 c R- �o MAY 0 9 2002 • j { �C., --_t . • 4 /ER 0 1 8" C C � ' y .. 1 . 1 IZ �--- TYP U NC'ISTURB EG f t T FiA • (' ! '< -- ♦ - - TYP • ALL STEM - 'f _ _ q �,� A4 BASEMEN WALLS C BELOW G RADE LINE R '- W 7 ! f WAL y I f 1 H NATURA_ SOIL __ _�,* - A.5 FLOOR SLAB ON GRADE R_ O PERMIT CENTER "'........°'� . -''�K ��' I ;0 ._- t •I ✓ERT • ! I>rGH > 24 tGH RIG'C !Nft!JLA - ION AT PER ^E 7-'.Z -CEO I R -'C R GiD N�UL z w 4 .- ,, R-IC/ 4 '� - . �. . 0 N � R-10 ;NS ^ f , / - LL K4 WIDE AROUND -} -_ TYP • ALL STEM Ab FUR'vAGE DUC N U N HE ATED SPA R•S • �. � Ir- -- -._ 2 -O WIDE - a CONY j ' r PERIMETER 'f` WALLS - D IZ INCH MINIMUM gELCW ExTER!QR FlNirjNED GRADE S ✓'OO / � .:.O NT . 'j • B 3 ' b 3 °! \ I _ 6- B. . GL AZING AND ALL SKYIGI•1TS SHALL BE DOUBLE GLAZED, A LLL GLD• U -VALUE -1 - ^ { f L R AKN P EKIME T ER -s I 8 AL L -'.0 i j 2 - 4 CON'. - - - NOTE 1 i . \` r T 065 MA . I AND WITH THERI-'AL, BREAK IF GAS FURNACE USED (O 40 NIA, T PERF C ti- - 1 PERF PRA N -'- r � I BTM _ T /� PER DRAIN ICE IF ELEG'R - USED' 1 -7-CC - ExrER'OR D OORS 5 HAL BE WE ATHERS TRIpp T CC �., I a „ •1 :. / 4--0----' 8 4 -'2 1 «•✓ S ON , TOP i I TILE 1N` ,� ,1� ,� TILE l - ' - - --�h - i• 14' : 8' 4 { SET IN 12" ROCK BED G EC A HEAL ANC JAMBS. T' S A� t _+I' - -_ Ib" ( � � f !b` S I LL F OO NG_ TO BEAR r. !N = /� L� ± D Ex rER'QR NT5 AROUND WINDOW4 ANC DOORS rRA'�E5 5H , L L 8E -4, I "TYF. SEE NOTE pSvt FIRM JNI�ISTURBED NATURAL SOIL •� •'. Ib AULKED WEA'HER STRIPPED, OR GASKET A\ SEE FOUNATIC\ PLAN FOR Ci A441° ..� $6. 5TRUCTURAL NOTES (IN SEATTLE ALL DESIGN LOADS PER S. CH 16 B ( - DETA:L FOOTI DEPTHS AT ALL. SHEAR" Q'L A SNOW LOAD ( 25 PSF RESTRAINED WALL 411', 4' -O" MAX. 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'�18'OG. � 1 �_ r O LA _ -_ `I R• C- Y 1 T -I<4 5 . 6LASSI MAC I ` l ~ llJ T ,TOR WA L_ c , li .• �b NT ,! t ' I'a' PLY �T 4. 4. 5Yv i 3 - ��. .; - SPAN 2-� .ALE ? a' -O" I 'I`-; �_ - • �I _ 2+cb GR PPLES -- -- L - _ V lL TOP RA,� -- � !�I�11 1 t: -'p F C TOP OF 3LA�ING ON _ , . ; R.• ^ l l - - J I I � ® , .� ' * ' - -�j i d E DOUBLE SL 2E I Z `l �--+ 1 2 ".DECK J5T ._ 2 .R' ST } I 'r+ I - t I ��' .mob '`UCSIL� tit) ' I •IM H TO F' : - d 71MP5CN + � h r C4.,, '" } • 2 -P-+ `FOR ,0 TOP I _ 1 1 - .. 11J r OR RA'L f _ INCLE7 2.4 GOVT_ HANGERS i ,k --.4. _ - ,- I - -.�___ x f i •.--- / ` • "4...55 CHOW:, \ 1 (1 di, ALT r-'� /I l 1 `J j_ i i ! " + •l A b O �J r� . I / NAIL 2'.LEC6ER w IF/PER _ :SUS �� n tt ii ii �.�G`� TO /NA L _L " 3 -16d G AR . SLAB @ GAP <, 1 W . '` T 4 2 - X6" DECK..NG NAIL //-� \ / -^� a . _- It.1 X012 ;ER, t 11 I! G.WB - P�'N w �� I 54-;, APA - P F DECK LEDGER HOUSE CRAWL I 2' L_. ^QT� ( DEc. I' -s'.N. --�� { ASPHAL'T I I 4J EYE -OW HOUSE FLR SCALE 314 4= -O" i c,CA a'.�' =1 ' -C ) EMULSION ,} , r ! 'V % 1 \ 7 (� , �'� -. I J M44 2 "Oe(! R a WELL WAL_ R - - 1L_ LOWER PR - - Ill _ AR: RA,._ _ ,J , �_� �' ►10R i INS. - I ; , ■ ` . [I I IIm1 111 RE.�UIRE^ STUDS -1-11 - - i2' '- _� OF SO - II I - - , i 1 HOLC DOWN \ -+( ::c �` r - ^R � 1 .� t1 3 Ibd 1 T 3 AN ULE 1. L. .•. C.. � SEE SCHED FREE RINS - S YLiGHT DET. PITCHED ROOF �� I f� .1 z * IO „MI -- 1. 1 "' - DAP STUD FOR Sr._ R GRA /EL 0 _ i A CONT B E D5 E ,, y -,r "AL BREAK AL 3/4' -1'-O RECEIVED - -.+- - • - ., 1 I -- 1 L H A 2.4 THER . CITY OF TUN W!L' I 0210 UtxIDE COW. GCNGRETE "ALL. \ I +. . 't • _ 4' GONG SL - 2.1 HDR DE - HANGER _ _° !:;: 'EE+ MAY m / L , d � - +_ r � ; 4 CRAIL 2 ".RIM COW' � ,� ' Y 1 M r N. i 5 Li C" �r >.� i'� `N !� U_ I. ' �• - K . + 4 -KI� ; r �I I +`T` ©`i 'll G ^► :;T I I ' { • j • v \ WC RoUbM t i r te.` FOOTING % 4 'R . 0 R_IO 11 jiJ + _ �� - I �tNGTGH FOR OC 1 I J'''''' v' l SEE PLANS I "HRC,,GH . ENT:NG j - READ ! t N IN CN - i� ROU I f9!S �, -' 4- 00 r r ' RISER G ". _` .�.....�... M 1 _ OR p /AL HANDRL ADC REBAR A B fi p r t » }�? + t'� 1 ✓' � I;--± - RE JRN ENDS TO \ • i _ _ !` . i / \ - � P1►�Li ►t� ANG�K)R WALL D IAM TI HOOK NG 'F INTO . -- DRR TIL 3 �.a'+oR� .� ' M - R_3 INS O f CARR ACK 2.!2 / O AB 5 8 "TYPE . FOR USABLE - 1 2.4 1�1CICER 1+ IS SHORT Z P, i FO I • ' m 2' • - _ __ ,1 - - ! T 05e 2- 2 .•.^c O R PLATE - . T RE BLoc.KINes ■ MA 3i' SPADE INDER '. A R d 3 -2.12 STRINGERS / t ' T C F �f 12 INC EJZ - UPI V5ABLE UNDER - - -' t c IF OVER 3 -O WIDE (, v / >ifl.4H -c - 1 F1i. ? PRC.,. N. I 1\-- ! w /uN� irtn �1, -,r1,'� HOLD -DAWN 4 CORNE,' DETAIL ( UNRESTRAINED W' L R SIcYLI6HT DET. @ FLAT ROOF ' 0____,) 5 2 STAIR SECT. PARTIAL STAIR HANDRAIL @ WALL SCALE 3,' °s !' -o SCALE 3 /4 " =I' -O° SC A :.E ''1 = -C • SCALE 3/4 " .'' -O'' 5GALE 3/4' =1' -O" SCALE 5/4' =1' - O .,. . * I 0 , * i STRUCTURAL NOTES SHEARWALL SCHEDULE 1.2.3.4.6•; •8 + 1 ANCHOR BOLT SCHED E I MARK 9 �►Tl l f' ' SmiARiNG T Si1EARFLoto I " w J S&L PLATE ANC+IO�R REMARKS 3ENERAL: EDGE NAILING NALJNG i ALL METHODS. MATERIALS AND NORKMANSr' P ARE TO CONFORM TO THE A91 5/8" 60. AB. 0 36' o.c. SCATHING 15/32' P'LYW'C UNIFORM 13U11OINC COOE AND STANDARDS, 1997 EDITION (u8C '97), AS SW 1 ON • SIDE 8d • 6" 0.c. 16d • 8" o.c. I MFG. ROOF TRUSS �' AMENDED AND ADOP ED BY G�7vERtvN.G JURISDICTION. +_ THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOMhNG: t 5'32' PLYW D A82 "3/8" dilo. A.B. 0 16" o.c. NOT USED OR ROOF I;KTER / � . ENGINEERING o.) PRO+r1GiNG TEMPORARY SHORING AND BRACING JNTIL ALL STRUCTURAL SW2 ONE SLOE 84 0 4" O.C. •6d 0 5 1/2" O.C. ' AB3 5/8' dad. A.B. 0 8" o.c. oR RAFTER 12810 N.E. 178 ' $T. •Suite ' 01 E►..EMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. liiiiiil : END TRUSS b.) FIELD vc.R1FICATIO ANC COORDGNATE PROCEEDING WITH T OF ALL DIMENS ONS AND SW3 15,/3SIDE YW 8d O 3' o.c. 16d 0 4" o.c. , S EARIALL ELEVATIONS BEFORIN THE WORK. SEE NOTE 5. c.) BRINGING TO THE ATTENTION OF THE BuM_DING DESIGNER AN CONFLICTS �110 ALC �∎ EDGE NO ,Woodinville, WA 98072 -8702 IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS 15/32" PLYW D Mme' I SIMPSON H1 AT tOd 0 6' ex. . d.) ONSTALtATION DF PROPRIETARY PRODUCTS IN ACCORDANCE WITH SW4 ONE SIDE { 8d 0 2" o.c. 16d 0 3 0.e. SEE NOTE 5 NOT USED 1.) ANCHOR BOLTS ARE 5/8" dio. O 48' o.c. J X425, 481 -6601 • F,X: 481 -6371 MAN FACT.RER'S SPECIFICATIONS AND RECOMMENDATIONS. UNLESS NOTED OTHERWISE ON PLAN. 2' EVERY OTHER TRt1SS OR RAFTER tOd•H'o.a 1 /32" PLYW'D 16d 0 5 1/2" NOTE 5 o.c. 2.) WASHER TO BE 2' x 2' x 3/16' i� MATERIA -S. MEMBER SIZES. NOTES, ETC. SHOWN ON THESE STRUCTURAL SW5 EACH SIDE 8d 0 4' o.c. 2 ROWS SEE NOT NOT USED THICK PLATE WASHERS SHEARWALL PLANS � PUNS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY Y CON CT w!TH THE STRUCTURAL NOTES THAT FOLLOW. 15/32' PLYW'D 16d 0 4' o.c. I '� DESIGN CRITERIA: SW6 EACH SIDE 0 3• ° ' c 2 ROWS SEE NOTE 5. NOT USED I EDGE 1444UNG f 2x6 NAILER FLOOR LIVE LOAD 40 psf (with other live loads in accordance witn I UBC '97, tob.e 16 -A) 15/32" PLYW'D 16d 0 r o.c. PER PLAN SHEARWALL I SNOW LOAD 25 psf SW7 EACH SIDE 8d O 2" o.c. 2 ROWS SEE NOTE 5. NOT USED PER PLAN VELOCITY 80 mph / Exp B I + I DOUBLE TOP PLATE • SEISMIC ZONE 3 f TES; I 1. SCHEDULE IS BASED ON 1997 UNIFORM BUILDING CODE FOR SEISMIC ZONES 3 & 4, FOUNDATIONS: AND ON WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM -FIR STUDS 0 24' o.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. - TYPICAL - TYPICAL ROOF TO WALL CONNECTION TYPICAL DETAIL AT GABLE END FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8' OR 7/16 PROVIDED STUDS ARE BEARING CAPACITY OF 2000 psf. EXCAVATIONS ARE TC BE TO THE DEPTHS SHOWN 0 '6" o.c. MAXIMUM. 1•_1'_0• ON THE PLANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO 4. SHEATHING IS TO BE DIRECTLY APPUED TO STUDS MID ALL EDGE . BLOCKED. 1'.1' -0' BE BACKFILLED WITH LEAN CONCRETE (f'c =2000 psi) OR COMPACTED FILL IN ACCORDANCE 5. STUDS ARE TO BE SINGLE 3' NOMINAL OR THICKER AT ADJOINING PANEL EDGES WITH RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. AND SHEA - .RING NAILING STAGGERED FOR SW3, SW4, SW5, SW6, & SW7. _ 6. ALL NA LS ARE TO BE COMMON WIRE. STRUCTURAL CONCRETE: - SHEATHING NAIUNG AT INTERMEDIATE SUPPORTS IS TO BE ed 0 12" o.c. B. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE AL_ CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN CF THE SHEATHING. ACCORDANCE WTH UBC '97, UBC '57 STANDARDS AND ACI -301. MINIMUM T 28 DAY COMPRESSIVE STRENGTH IS TO BE 2500 psi. SHEARWALL REINFORCING STEEL IS TO BE GRADE •0 DE =ORMED BARS PER ASTM A615 (SITYG NOT SHOWN WITH DETAILING, FABRICATION AND PLACEMENT PER UBC '97 AND ACI -318. HOEDOWN SCHEDULE FOR CLARITY) INTERSECTING CONCRETE WALLS ARE TD HAVE j CORNER BARS WITH A MINIMUM OF MARK HOEDOWN WALL STUD ANCHOR REMARKS • 18" OF EMBEDMENT AND SPACED THE SAME AS THE WALL HORIZONTAL REINFORCEMENT. (SIMPSON) 1 THICKNESS SPECIE NAILS /BOLTS BOLT WOOD ROOF TRUSSES: WALJ, STUD. DB ._ ---I . USE SHEARWALL EDGE STUD MAY BE REQ.!). I NA! LING FOR CONNEDTICN METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASHINGTON STATE H1 ( HPAHD22 I 3 HF 16 -16d NOT USED _ SEE PL.L N. I + 11 :F SHT'G TC EACH S'JD PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSI/TPI 1 -1995 "NATIONAL DESIGN r STANDARDS FOR METAL-PLATE CONNECTED WOOD TRUSS CONSTRUCTION' AND UBC '97. USE STH010 FOR NON METAL PLATES ARE TO BE ICBO APPROVED, VERIFIED BY A CURRENT REPORT NUMBER. H2 STHD1ORJ 3" HF 28 - 10d TM STRAP TRUSSES, INCLUDING DRAG TRUSSES AND SHEAR FRAMES. ARE TO BE PLANT FABRICATED RIM JOIST APPLICATION y I j PER PLAN F LE BY A MANUFACTURER IN COMPLIANCE WITH UBC '97 SECTON 2321. THE TRUSS UPPER FLOOR I UPPER FLOOR SHEARFLOW NAILING PER 111 SHEARFLOW NAU/K PER o j MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS LENGTHS PRIOR TO H3 STHD14RJ 3' HF 38 -10d USE STHD14 FOR NON FABRICATION. THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY RIM JOIST APPLICATION UPPER FLOOR SHEARWALL. SCHEDULE UPPER FLOOR SHEARWALL SCHEDULE RIM JOIST z I UPPER FLOOR Lu BRACING DURING INSTALLATION AND FOR ALL PERMANENT BRACING IDENTIFIED ON THE '- 18 -SDS SHEARWALL I FLOOR SHEATHING SSHEARWALL ALL FLOOR SHEATHING SUB- =LOOKING A TRUSS PLANS. H4 PHD6 3" HF 1/4'x3" SSTB28 PER PLAN I RIM JOIST PER PLAN RIM JOIST ARCHITECTURAL SCREW$ I ��..,. �� r.�i�i�r�r PLYWOOD DIAPHRAGMS: I ROOF SHEATHING OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO BE SPAN RATED - H5 HD8A 3 -1/2 DFL (3) 7/8" 0 SSTB28 NOT USED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS WITH 8d COMMON UPPER FLOOR SHEARWALL I,.� UPPER FLOOR • S c rr��i�i�i�i�ri�i�or SHEARWALL ri�r�i�i�iriri� O 6" c.c. AT ALL EDGES AND 8d COMMON O 12" o.c. AT ALL INTERMEDIATE SUPPORTS. EDGE NfJUNG I � H6 H010A 3-1/2" DR_ (4) 7/8" 0 SSTB28 NOT USED 1 r EDGE NAILING FLOOR SHEATHING (SUB - FLOORING) OF SIZE SHOWN ON THE ARCHITECTURE LA PLANS IS TO _ I 1 ilir . BE SPAN RATED 16 o.c. T&G DIRECTLY GLUED AND NAILED TO '11 1., FLOOR JOIST SUPPORTING JOISTS OR BEAMS WITH 10d COMMON C 6" o.c. AT ALL EDGES ALL AND JOIST MAY BE MAIN FLOOR 10d COMMON O 12 o.c- AT L INTERMEDIATE SUPPORTS. if ( PERPENDICULAR SHEARFLOW i ALL SHEATHING IS TO BE LAID UP WITH THE FACE GRAIN PERPENDICULAR TO THE SUPPORTS. FLOOR TIE SCHEDULE MAIN SHEARWALL I►�• TO EXT. WALL) NAILING r j NOTE: IF HEALER EDGE NAILING f'�/ I�l� I 0 z I ^ INTERVENES, WRAP MARK STRAP TIE_ WALL STUD REMARKS I , MAIN FLOOR 1 11 ' 2x CONTINUOUS NAILER •w/ _ I AND NAIL Q PER SHEARWALL SCHEDULE HEADER AND TO TIE METAL CONNECTORS FOR WOOD: AWN FLOOR SHEARFLOW NAILING a . HEADER AT EACH END I • INE MODEL NUMBERS OF METE CONNEGTORSr -WHERE SPECIFIED -0N THE PLANS . .. _ ( SIMPSON) THICKNESS SPECIE NAILS /BOLTS i EDGE NAILING j I � ' ' - -" ` ii " ii '`' MAIN FLOOR WALL TOP PLATES WALL STUDS BELOW. THOSE AS MANUFACTURED BY SIMPSON ■ S TRONG -TIE COMPANY, INC. 13 -10d SHEARWALL i w/ (1) MST27 Ti LSTA36 1 -1/2" HF WALL TOP PLATES BOLTS ARE TO BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD EACH END PER PLAN OR NUT. BOLT HOLES ARE TO BE 1/16" GREATER IN DIAMETER THAN BOLT DIAMETER. NC USE THIS DETAIL WHEN AWN FLOOR SHEARWALL ( USE SHEARWALL EDGE NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE T2 MST4b 3" DFL 17-16d S:• .'�LALL PANEL EDGES FRAME NOTE: USE THIS DETAIL WHEN NAILING FOR CONNECTION AS SPECIFIED BY SIMPSCN. EACH END �� "T:; COMMON MEMBER BETWEEN PER PLAN SHEARWALL PANEL EDGES DO NOT I1 OF SHT'G TO EACH STUD UPPER AND MAIN FLOORS. FRAME ONTO COMMON MEMBER pro ect title: WOOD ROOF TRUSSES ARE TO BE CONNECTED TO TH PLATE LINE WITH ONE (1) 21 -16d BETWEEN UPPER AND MNN FLOOR. J SIMPSON H1 HURRICANE TIE AT A MAXIMUM OF 4' -0 o.c. NAILS ARE COMMON WIRE. T3 MST60 I 3' DR. EACH END NOT USED SHEARWALL . WOOD FRAMING: 2x LUMBER TO BE HF #2 OR BETTER EXCEPT WALL STUDS MAY BE HE STUD GRADE do SHEARWALL DETAIL SHEARWALL DETAIL (OPTION) TYPICAL FLOOR TIE DETAIL SILL PLATES HF #3 WHERE NOT SPECIFIED ON THE PLANS: a.) COLUMNS IN WALLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL ^ Q AND SPIKED TOGETHER WITH 10d 0 12 " o.c. (UNLESS NOTED OTHERWISE) P LAN 1 V 00 b.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR • JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND TWO JOISTS WHERE PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF Sheet title: THE JOIST. • d.) WALLL TO HA E SP�LICES MINIMUM OF 4' -0" APART _ STRUCTURAL AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 6 -16d SINKERS. a.) WOOD IN CONTACT WITH THE WEATHER, SOIL, CONCRETE OR MASONRY IS TO BE NOTES AND PRESERVATIVE TREATED. 1.) ISOLATED COLUMNS ARE TO HAVE "CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE • TO HAVE "AC ", "LPC ", OR "PC" TYPE POST CAPS. . DETAILS revisions: 1 SHEAR $ FLOW NAIUNG I ER SHEARWALL PER PLAN SCHEDULE i SHEARWALL . (SHEATHING NOT SHOWN) EDGE NAILING NAIL SHFI.7HING UPPER FLOOR I FLOOR SHEATHING • TO BLOCKS AS O r I ' FOR SHE ARWALL r�ri rr�r� WW MWIArwrnMViri�.ia r EDGE NAIL ':^ ' i -0 SHEARWALL PER PLAN • SHEARWALL- ' SHEARFLOW NAIUNG e „.„---- HEADER —�' SHEARWALL f ! STRAP; PER PLAN PER PUN PER SHEARWALL SCHEDULE I � (WRAP END OF STRAP PER PLAN • FLOOR SHEATHING SHEARWALL FLOOR SHEATHING TIE STRAP: =ram- AROUND BEAM) I EDGE NAILING SIMPSON LSTA24 �� UPPER EM . � TYPICAL w/ 10d x 1-1/2" 2x FLOOR JOIST �—''�I FLOOR FLOOR JOIST PER PLAN i.�.,..�.�.��. .�.�r�.� +i.��wo I 2x6 CONTINUOUS HALER R // ik designer: s i n e r: RIM JOIST p !� (TYPICAL) ALIG w/ }( R WINDOW SHEARWALL ( w�SHEARFLOW NPUUNG 0 �.�,� c��n g I FLOOR JOIST RIM JOIST I FLOOR JOIST •` ' (JOISTS MAY BE I (JOISTS MAY BE OPENING BELOW II P SHEARWALL SCHEDULE • kPPR KING STUDS drawn: K R PERPENDICULAR ERPENDICULAR I EDGE ARW AI 100 0 4 o.c. LING ' V I 1 � \ 19 2�V SHEARWALL ` TO WALL) PLYWOGD 1' y TO WALL) " E ilinil DGE NAILING FILLER R • '�� -2x6 P.T. SILL PATE :MI6 I 2x6 P.T. SILL PATE w/ ANCHOR BOLT SHEARWALL • w/ ANCHOR BOLT SHEARWALL I , � PLATES MAIN FLOOR ___ checked: TLP PER PLAN EDGE NAILING I PER P UN 4x2 FIAT /?LOCK PER PLAN of * ±; �;rx'`� y I .- �M FOUNDATION w — FOUNDATION w'�'L) WALL TOP P date: 04/13/01 REINFORCEMENT PER I REINFORCEMENT PER I • P BEAM --/ LOCAL JURISDICTION LOCAL JURISDICTION PER PLAN FWNGER PER PLAN scale: AS NOTED FRAMING DETAIL FRAMING DETAIL (OPTION) ® WALL OPENING REINFORCEMENT AT SHEARWALL INTERIOR SHEARWALL DETAIL i J STRAP DETAIL RECEIVED file: 3337 -1 1 " =1 , -0 . 1 • =1 •_ 1/ 2'.1'-0• 1 •w1' -0" 1 "a1' -O" F MAY 0 9 ?00z PERMIT CENTER sheet #: iisioc . . . . . TSi— I. • I . . . 4 4 0 . AIME TsE ENGINEERING 22.5' MIN. emu. AE" 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 > cotap: t u ous HEADER ' (425) 481 -6601 • FAX: 481 -6371 (PE PiJW I S4. AV ^ NOT WAIL PER PLAN ( G SHOWN FOR CLARITY) i I SHEARWALL 1 AB,T 8d • 3' O.C. EDGE NAILING I l 2 ROWS FOR CONN. PLAN - (2 I J 0 OF HOLDOWNG + OR 4x6 Si11D l J 1 W S � (16d) 8 -1/Z NAILS STUD (TYP.) (SHTG NOT SHOWN CLARITY) M - , OWN STRAP TYPE HO } EACH SIDE OF THE WALL s (4 TOTAL) 2x6 STUD w/ ED SHEARWALL EDGE 1 O _J 10d 0 3" o.c. NAILING FOR CORN. STUD SPAN RATED SHEATHING SHEARWALL PER PLAN I i 24/0 MIN. W/ 8d 0 3' O.C. FULL LENGTH OF SHEATHING TG 7/16' PER PLAN (2) 2x6 OR 4x6 2 ROWS 0 AU. SHEATHING (STAGGERED) HOEDOWN STUD FLOOR i. EDGES PLUS NAIUNG SHOWN. v �SHEARFLOW NAILING PER SCHEDULE f ALL EDGES BLOCKED. 2x6 STUD w/ - 1 �1 /� (BOTH SIDES OF WALL) �� • tOd 0 3" o.c. I STRAP TYPE HOEDOWN WAN P 4 q 3/4" PLYWOOD DECKING */ ---° � ; �{ - RIM JOIST FULL LENGTH PER PNN FLOOR � SHEARWALL EDGE NAIUNG t0d 0 3' o.c. AT PANEL ~+- -4x POST, NAILED TOGETHER (STAGGERED) EDGES AND 12' o. c. IN CONC. WALL i d- w/ 2 -ROWS 10d 0 6 o.c. TOP OF .T. SILL PLATE P.T SILL PLATE 0 , l ') FULL LENGTH w/ ANFOUCHOR DATI BOLTS TOP OF CONC. WALL T1 w/ R ANCHOk AT BOLTS �� FI EDGES BLOCKED) P NON PE FOU F C KN�1 V �� ...��.� 2x BLOCK 0 PLAN 2._ PLAN ' ••'��• �� HOIDOWN: PER (CUT TO FIT) - - - -I F- - PLAN 1111 A 2x6 BLOCK 1 SIMPSON SDS 1/4 x 3 WOOD SCREWS FOUNDATION WAIT ITH "10d 1Qd AT 4' o.c. �� .�... I �. L. • ....� L_ , 4 MIN. REINF. ___ GRADE 11 1/2" dia. x 10' LG. B. I PER HOEDOWN • �. MANUFACTURER'S I I ��; %�� j --- 4 MIN. REINF. �•_�� /�� j REQUIREMENTS) I MANUFACTURER'S (PER HOEDOWN 1 HOEDOWN ANCHOR: FOUNDATION WALL REOLiREMENTS) JOISTS - I ' , SIMP SON SN1828' L J L J 2x BLOCK BETWEEN (HANGER NOT SHOWN) w/ . 16d U 6" o.c. (2 -ROWS) ± .. -`=' CONCRETE FOUNDATION WALL 4 BENT AND 4 BE FOOTING FOOTING OF FLOOR BEAM PER PLAN INTO FLOOR BEAM I V EMBEDDED IN FOOTING M AND 1 /4 t8" L_ AT EACH ANCHOR FOOTING Q I EMBEDDED IN 6" FOCTING I LATERAL RESTRAINT PANEL . ./ \ ` ` ` ` - CONTINUOUS FOOTING I L `_ EIRE /`) - g LATERAL RESTRAINT PANEL PLAN / / \ % / \ Y \ >/ Y/ \` \ �/ :� u CONCRETE } �� FOOTING S "� 6" A r t `' F 00TING i. I OFFSET SHEARWALL DETAIL AT DECK L LATERAL RESTRAINT PANEL © HOEDOWN DETAIL \ HCLDCW�! DETAIL If 1"=1'-0" © 1' =1' -0" SCALE 3/4 " -1'_0" 1 , x1 . _ 0 . 1 project title: TR CONST. PLAN # 180C sheet title: STRUCTURAL NOTES AND DETAILS revisions: • CITY Of [II RRPROVI D JUL 1 9 2002 �� ;;, designer: KR —4F= ° 1--r,1774$5 drawn: KR checked: TLP date: 04/13/01 RECEIVED CITY OFTJKWILA scale: AS NOTED MAY 0 9 7002 file: 3337 -2 PERMIT CENTER sheet #: lbpz WINO 1 2 -7 T s F _ 2 , . . .. • r r If iIII�IIII IIII�IIII IIII�IIII IIII�IIII I III�tIII IIIIIIIII IIII�IIII IIII�IIII IIIII IIII IIIIIIIIIIIIII�IIII IIII�IIII IIII�II II IIII�iIII IIII�IIII '? 9 4 5 j 7 l 1 1? , 13 14 15 .I,I,I,I "I 9146 gout Q . I .I I# &Iptitua tutusc LZIO Q :iqq STA 10 +00.00 . 11111111111101 wt I SEC. 10, T.2�N R•4E•, W•M• ry' • .7i. ' 1 t CON • � (.4 1 GA N I ,s M . I� � a �--- STA 55 +22.86 (S. 124TH ST.� W ST S y +7Z•86 S. t 2aTH ST.) oa (44TH AVE. S PROJECT LIMIT PROJECT UM w Q I I x STA 10 + 00.00 a STA 10+55 r A 1 0 +55 < I W STA 10 +55 I t ( 5TH AVE. S.) STA 54+60 12' RT ' i ° STA 55 +85 12' RT I v •2 �, ( STA 60 +22.86 (S. 124TH ST.) QI o • J fC W • ' I j x STA 10 +00.00 (46TH AVE S.) 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