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HomeMy WebLinkAboutPermit D2000-295 - FOSTERVIEW ESTATES - LOT 12 NEW SINGLE FAMILY RESIDENCED2000 -295 Fosterview Estates Lot 12 4238 S 137 St : . tt L SITE PLAN NOTES 1 11E *1E PLAN DEMI FOUDA1ION NO POOT1O O iT1J & THE FOUNDATION OETAL11 NOTED ON ME WE RAN MILL TAPE FIEEEIICE OM NOSE ON THE IM1C IOU1E RAN : ME RU RTE TOPOi1M1Y • MOWN ON MEET Fu & ALL 11001140 O MNI APE FEN OEM. MO 4 ROM O MN • EE OPAL 1NEET Ca 11 NIUE FON NONE MAIL E 4 NONIEN OM1ED AIAT Nil NOME 47 FOINIIE MYi 1T. TE I NNUIE NO 1001110 CON N TOWNER AT WNE1T POINT M FDU OATI01l FNOYOE =NW AT 3I1C110N TIEN COMM 1g1N11E TO WOW ONAR l WNW EM • NE CNN. NET CAL swum EWER MALL E f ION 31 WTM A INLM OP IR FOMWE MOUNT. CUNT OUTS Milk PEN CITY MIMf11EIC1UE MADAM & WATER SUPPLY PION AE1M 10 NODE IOW TYPE II COOIFER WARN WM • P0040TT It CONNECT WATER SUPPLY TO WATE N 101EM SEMI OE CNL MTET C41 1. OINEWA11 • ALL UIVEWAYI MALL E f =METE ONOED A0011EOA1E OVEN 0' OF Err ONUS WANED NOM INNRLM NOM TOE PM. IM ILO ROPE ALLOWED 11111 10113.3.1.7.11.7.8.11.31. a .31NO TO NNYE TENDONML 118011 OEM TIMNUOM TO STONY PM ILL OMEN MSS TO MUM 00 RDVE 01MOINN. l CONITM1ION 11GNENCJO NO TIMMY MOON CORNOL MOO FOIIOAIO 4 OOIETIE11ON MALL E TEN OEM RO. RI,Rt. PSI NOPM L ENOMON 001/MOL AF161 MULL OF FOUNDATION NO WOE NPUI EMATDN OF IAPDI041IIO 1161 LANOICIFE EOUIELE1T1 DULL E I11Aw TEN KC IMAM WATER 0EM1N PRIAPIC AMMON D. O CUT NO FEL CALCULATED MOW MEET FNl a.i " tw1Gn ? Fit ti: 25.57' UTIJIY ENENT• . 0 5 10 2 Z 9 SCALE D Wv • r: • • iltrrI4.1PTIPPOPRIVIrdirrIfi'vv . . uiturt EMENT.. have Mon ...vim. by the I den, V:: . ..r. ' 1:11k' collo. •• • .. • Y• ..11 Clitli .4 C • , " • Acerptcnc- r c•• • . • eftc.i .:::i dsnct st:':• • •• • d et . se: ot o.d nen: • .. T. iv I. : • :....rcy ol tho de::: f 1;:... .. . it I, .. ;:f. Additions, dects .1c 1 ... : .o t' sc C..aylings alter this drle mil sell Pus c ::etrnce and will lOtp.1 a tote! rad ot fas132(1.1.....vIdar. li r suPsequont ceptovel Fort t' _� is subject to licld inspection by Iniet *.:...s utilities nspector B .10 ..Bitgid2L. BY ' 411 Uk-1----• AC ESS 1 4014, 1 4 c 0PA € ko; Wt, ant 05 10 20 40 SCALE : I': 10' sfy %so 1.0 MA WET P2.4 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2612000120 Address: 4238 S 137 ST TUKW Suite No: Tenant: Name: FOSTERVIEW ESTATES - LOT 12 Address: 4238 S 137 ST, TUKWILA, WA Owner: Name: DUJARDIN DEVELOPMENT CO Address: PO BOX 5308, EVERETT WA Contact Person: Name: JOHN KAPPLER Address: 14311 SE 16 ST, BELLEVUE WA Contractor: Name: DUJARDIN DEVELOPMENT CO Address: PO BOX 1059, SNOHOMISH WA Contractor License No: DUJARD *204L0 Public Works Activities: Storm Drainage: Y Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: don: Devperm DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,568 SQ FT SINGLE FAMILY RESIDENCE, 450 SQ FT ATTACHED GARAGE, 100 SQ FT UNCOVERED DECK AREA AND 108 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE:ACCESS, LAND ALTE -RING AND STORM DRAINAGE. Value of Construction: $146,324.88 Fees Collected: $1,803.45 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0007 Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 87 c.y. Fill 30 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Private: N ** Continued Next Page ** D2000 -295 Permit Number: D2000 -295 Issue Date: 05/22/2002 Permit Expires On: 11/18/2002 Phone: 425 - 334 -5018 Phone: 425 - 641 -5320 Phone: Expiration Date: 12/16/2003 Public: N Printed: 05 -22 -2002 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating cod truction erformanc f wort cJ am authorized to sign and obtain this development permit. Signature: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D2000 -295 Date: Date: 4717).._ Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 05 -22 -2002 I-- W, Z i- 0, LLI 0' �l 0_ W w V LU o City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2612000120 Address: 4238 S 137 ST TUKW Suite No: Tenant: FOSTERVIEW ESTATES - LOT 12 1: CONTRACTOR SHALL NOTIFY CITY UTILITY INSPECTOR @ (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF CONSTRUCTION AT LEAST 24 HOURS IN ADVANCE. ALL CONDITIONS OF FOSTER VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE SHT 4 OF 4 WHICH IS ATTACHED AS PART OF THIS PERMIT APPROVAL. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT HTE WORK HAS BEEN ACCOMLISHED IN ACCORDAENCE WITH THE GEOTECHNICAL RECOMMENDATIONS. ALL STORM DRAINAGE PIPES SHALL BE ASTM -D 3034 PVC SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N -12 PIPE. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities . 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: 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. 4: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 5: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 6: 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). 7: "NO WORK SHALL BE DONE IN ADDITION TO THOSE MODIFICATIONS OR REPLACEMENT OF EXISTING APPLIANCES AS DESCRIBED ON THIS ORIGINAL MECHANICAL PERMIT ". 8: All wood to remain in placed concrete shall be treated wood. 9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 10: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 11: All mechanical work shall be under separate permit issued by the City of Tukwila. 12: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. IMMEDIATELY FOLLOWING STORMS. 15: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and doc: Conditions PERMIT CONDITIONS Permit Number: D2000 -295 Status: ISSUED Applied Date: 09/08/2000 Issue Date: 05/22/2002 D2000 -295 Printed: 05 -22 -2002 . �.., a. m.,, �.:. rv� •* w U, 0 0 N 0 ` _ H ' w0 g Q d Z I- 0 Z LU : • - 0 :- Zi W 0F" Z prior to the Final Inspection. 16: doe: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating con ruction or the performance of work. D2000 -295 Date: Printed: 05 -22 -2002 Project N4me/Tenant: 5 u iPAw1 f t_o /Z- Value of Construction: Site Address: ' 4.0.t.. �� �s� 4A,, City State /Zip: Tax Parcel Number: 'L- IP l2 o�— ot2J Property Owner: U'�Ail t�vP.t�10�y City State /Zip: = tT. VI P- rit o6 Phon �'ZS -- . O (5. Fax #: 4 - - -- 5641 Street Address: u• a*S k. S�,Da Contractor: 1 I^ 11Ju. Li, ,e, Phone: voe Street Address: , /� City State /Zip: Fax #: Architect: /44/11:1 teji R. , Phone zr— /O41 -4'� 20 Street Address: t C i ty State /Zip: �4`�t �' �( - �t �l Q .() - 9� errr Fax #: 42 r- (n4-t -S3 / En ineer±±-- rr g C�(L. \C- 'ti +1)t-' 4SS(. Phone: ' '?y /— �2l L.. Street Address: I8 3� -1( C it State /Zip: /,u� 1,�. ��k Pa tukk `(ROzl• Fax #: � z - 175 th7,9to Contact Person: n/�� 1`We1�1 ec�S p Phone: Ol4. -. a6.11&, Street Address: I City State /Zip: Fax #: o Description of work to be done: Ci • . . nA.- -∎ 6 pia.... 0- g 2D --- D ( Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: git Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 1510$ sq. ft. Dwelling /5'`D sq. ft. Covered Deck(s) ÷5r) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) N/A *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKV " LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 umber: Single - Family Residential Permit Application ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public in Flood Control Zone ❑ Hauling in Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: in Storm Drainage ❑ Street Use ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: -0v Date application expires: Applicatign�tgken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PPLICANT REQUESTyFOR PUBLIC WORKS SITE/CIV ed . b y IL: b N PLA REV IEW,OF THE FOLI O WI IG'} ..... Additlonelreviews %shall be. deteriit Depertmentya k..,�yu .. FOP' TAFF USE ONLY -Project Number: Permit 1� s ,5 fi•i�. ,)...; BUILDINGOWNER'OR AUTHORIZED'' GENT. Signature: Date: . 2 - 6 1 0 Print name: ' ., E 1�, 7�t' 1 / t (�t o Phone: Fax #: Address: City /State /Zip: ALL SINGLE - FAMILY RESIDE& TIAL PERMIT APPLICATIONS MUS --;E SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPAREL ,Y A REGISTERED ARCHITECT OR r ,tOFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation' drains, and where drains tie -in. z 7. Parking plan. ce w 8: Lowest building elevation (if in Flood Control Zone). o 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. o o 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. v w 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the -J ~ shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). (f) 0 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the W o high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form � H -9). co D = ❑ ❑ Foundation plan and details F- w S z 1 ._ ❑ ❑ Floor plan 1- O Z ~ O Building elevations (all views) • ❑ Roof plan LU O Building height U� O 2) - C:1 Building cross-section ❑F- WW In Structural framing plans and details necessary to completely describe construction 2 F- LO Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available w z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. v = ~ ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z F- 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 ". BuIIdIng Owner /Authorized, Agent. if the; applicant is other than the owner, "registered architect/engineer,'or contractor licensed by the State o f Washington, . a;notarized letter from the property,owner authorizing the agent to submit this'permit'apphcation and 'obtain the permit wJllbe.requl�ed,as part, of? this submittal. "' I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. .DOC 2/1 / 7 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 2612000120 Address: 4238 S 137 ST TUKW Suite No: Applicant: FOSTERVIEW ESTATES - LOT 12 RECEIPT Permit Number: D2000-295 Status: APPROVED Applied Date: 09/08/2000 Issue Date: Receipt No.: R020000681 Payment Amount: 1,403.45 Initials: SKS Payment Date: 05/22/2002 10:19 AM User ID: 1165 Balance: $0.00 Payee: DUJARDIN DEVELOPMENT TRANSACTION LIST: Amount Payment Check 5178 1,403.45 ACCOUNT ITEM LIST: doc: Receipt Current Pmts BUILDING - RES INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - UTILITY STATE BUILDING SURCHARGE Type Method Description Description Account Code 000/322.100 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/386.904 1,256.95 15.00 15.00 54.50 37.50 20.00 4.50 Total: 1,403.45 7(11. T/24 . TOTAL. 106:36.67 Printed: 05-22-2002 IL 0 t . Z 0 1— M **4 etrt*** rt' kkd *4F4'0443dosi'*••4 *A*rt A.kit 4*F'kk 4 3 *'44 *44-34 *4• *4 er CITY OF TUK14 L n TRANSMIT *rk* *4.A4. ****4*4ta 14 4 * k* k O *A**4 * 44 * **4 *k4 *4r*rk *A* *4 *44.trt*r144 A'** 1• *k* * TRANSMIT :Number: RR98t ?0355 "(mount : 400000 O3 /08/00 14 :43 Payment Method: CHECK Notat 01.;JAf:OIN OEVtiLOP 3.rn i a I�L.FI Permit NCI 02000-295 Type: CEVC DEVELOPMENT 1'I:P.M] :1 P6n -cel 2.;120i -012() Site : :Address: 4238 5 137 ST Total Fees: : 1_6 ;1.45 This Payment 400 „00 Tccrti ALL. Pits 400.00 i1alance: 1, *,t d4 k* r4*+} rt*' h* *rk-►•r\rx* -0 *4 * * *A **rl*S* *# *A 1>4 *•i1t1*k *ti4. *c'k',k *t* *a ** A ** *r},4* Account Code Oee.'r p ion ( inaun t 000/345.830: C'l..AN I CHECK -. RES 400.00 c ; OT �•�vt�i� �� Li ifrYi»r Wlf i.� ".i r..&rk.SU:..A „� �.;t/ F.. ing6tia/ xakY P o ct: i k r1 4 9 1 J" . Lo / � Type o spection j 1h A- A res �� s: S /37 S�- D a te Call : : — I 3 -o 8 Special Instructions: Date Wanted: / t a Request 711 (��/ Phone o: .- r330 pproved per applicable codes. INSPECTION RECOcoq Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Corrections required prior to approval. COMMENTS: taw'- .k#4\rtt ` f 3 n t< I nJ ►<}-t ., F 4, Date: 2 --1' / 47.00 REINSPECTION EE REQUIRED.IP to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: .. _._ ..._.`xu.tiSZS........x::. ._. , ...; _.. .b `Sa.. �., _P,;...{a ..+c .. _xr....._p.'v t. ..._..,. C ✓:: dearA x rinl z mo w . 00 : N 0 ca 3 0 W w cn g Q, t 0 z t- 2 U 0 co o 1— w W H 0 u - _ o z Project: -�^ �` U \ 1i...J Type of Inspection: 4 r Ad ress: 14 2-?c S. r Date Called: 21 11 Special Instructions: - � .� Date Wanted: t t r a.m. p.m. Requester: S � o� - c a P No: LA INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. U Corrections required prior to approval. COMMENTS: • C r-t 1 (SZ 1 v - n C'l -gyp d Inspector: GU. Date: 2 1 ( $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: rate: r'i YfN f '4� {.A y J�,h� lv r Y !, '�? �Wf {•t N v.fty. �4.. { .,.. r... .....��.."Cia...; w,x r.,.f..ti..Af f�.'.^✓.. .a........ ....... .. • re 2 U0 N 0' w W,, u_ W 1— W z ` o w. D. U O � i D t—' W X . I— Z lil O z Receipt No.: INSPECTION REC Retain a copy with per PERMIT NO. -. Approved per applicable codes. EJ Corrections required prior to approval. A r El $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. Date: qs INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 367 . J Pro'ect:; Type.gf Inspection: 57t /PIA) L 7 7 S :i - 'f �9X/ / L /11�/ it/4 y,0 WWW Address: Date Called: , 3 / 3 7 I r j, Special Special Instructions: Date Wanted: O � NO,ej9 Req ster:: JJ (_2-5 3 3 / Yeo Inspector: COMMENTS: ?c•JU.e!dki4. a4, alaS`v:+'.iTi .'bRCk :.Jl*' b io 1 3 INSPECTION R E C i Retain a copy with pe it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 COMMENTS: 1 ( IGI2tn Ot y r 1.1....15a1 bow - O p OvvQ.ol \.■ Int S tikok OvN. prOvrcj '1,1) J rte` v a 1 RueVic ,,Jor b) Lo l4 ck r Or ( n 1 14-e Approved per applicable codes. Inspector'" Corrections required prior to approval. Data PERMIT N 2 - 5 - n 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �l- it:S":E:':E�,ki�azYAiei�la .•t.. z U i oO i CO 0 W to 9 LL ui 0 i LL -J = d ' mo Z I- O Z II-. D, U 0 N ; 0 I- T Wi Vi a-` z ', ui 0 F-- Z Project Name 57c-re, v rL�Z�J Address /12 ? r ` /:;7 S .% . L4 Retain current .inspection :schedule Needs, shift inspection >C Approved without correction notice Approved with correction notice issued Sprinklers Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM - Authorized Sign &tur Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206.575 -4439 y.: tits. - .;'...q: , .#P_firi:ai:'�p., s� ?i.. . • a:' v- �q itxa� ;p,?4;...,,- ."1.e{v:- 'c , • f��V- '- •�y�.rnt .,a+�4;� , ,,�.cy�u.. •.�:;..jr.. - ��i City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit N Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chfef z w . re f • -J C.) O 0 : CO w = w 0 J' lL Q- CD _° f..W z 0 Z F- LU w 0 ; 0 F- = V '. F- "z o N 0 z PERMIT NO.: D BUILDING PERMITS INSPECTIONS )zoo - za s ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Mpdular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested 00095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation a 00350 Crawl Space ta 00400 , Shear Wall Nailing 00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing K 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types [. 00700 Framing 00750 Roof /Ceiling Insulation 00800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation a 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling �J 01000 Interior Wallboard Fastening [� 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof 01400 Final -Fire 01700 Final - Building 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Speclal -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special - Relnf Gypsum Concrete ❑ 04008 Special- Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System /Q l• - ,rie-e- 2- '6 Gt/ ft 6 C1,1 iT9�Yc TENANT NAME: VCISitirk. W S" k:tieS L Ot I �. CONDITIONS 0001 No changes to plans unless approved by Bldg Div n 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected Q 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected ❑ 0027 Validity of Permit a 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site o "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit 0039 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit 0040 All construction noise to be in compliance with 8.2 TMC 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high-strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Ilealth Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroot" Plan Reviewer: Permit Tech: a4. 1/ 7 4( Date: 7-2- Dute: 9 - (/ - 0/ live»,w..f+;...,rror«.m ea aeFttwomtp ea. y . Pr ect: os-� w'i -- td 1 Type of Inspection: ` .� .i Address: : E. 1.3 Sf Date Called: / .3 Special Instructions: Date Wanted: a .m. 1/ 1 t 0 p.m. Requester: PhOrle, No: (425) 3 3 o — 1 (o c Lf � ��it,::a;t7,! r 5:1��u}.';m �,r ' t�.5 ?3;v.titd:;lvr�"�±at,.•,',. INSPECTION RE Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D per applicable codes. Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z o' c 0 ` N u_ w O: g a. _° H I, •Z Oj LU U O y 0 1- 11.1 a l! U. O l Z ` J U N' Z Project: __ j 't ;'{' f ; �vr T Type Ins ection: / Ii' of - (J6��6n4, �Siervit ress: A es s /37 S-- Date C Ile : f e - o3 Special Instructions: .m. Date Wanted: �3 T- p.m. Requester: Ye Phone N : ,��� 5= 330-9& INSPECTION REC Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, WA 98188 (206)43 -3670 Approved per applicable codes. C orrections required prior to approval. COMMENTS: C PG rG vI C E' ) -- uPin.d Cei � i r - - -ev, rii4l`0 v, \ r I C q r r 4 r -e, - W } I I` ' '?" - c l ictje r 11 O 4r V - Po Inspector:c Date: 1 03 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: t i?FLwtMN•. tiik7FSiY.:�i ff aw'. `S`e�� ri FGdd 6r.• #ry $a ]d ilq,� „Eb2 s1rXmYii+d aYrx4t1' a�.�� ,<v.N.� iii _+ fr V7i�^ V�(P(t) -hf/ /� Typeo�ns , .... /S1/ A d r � 38 s /37 sf- ate d D C Ile --� — 0_3 Special Instructions: 1 �� Date ante o3 Requeste 1-( fri Sk 40/ Ph 7671 q! 30 ' ILA © '7` 0 /b INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION REC Retain a copy with "4rthit ,P J C°j) 0. 431 -3670 PERM NO. COMMENTS: /mei 0-) 4 1 A M n yot e:4 Corrections required prior to approval. r t $47.O �R�lNSPECTIO EE REQ UIRE ,r, D r � PPr or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 15,t,.T . '�t_.�y'y,.y „u.. Mitt! iiCeStCS .;�a�?r'{�#Isttl'�WY.Xir�11i: Q • I • n o J 0 U; 00 co U- rn° w0 :: u_ < . N n = d ' 1— w Z o W w ; 2 ° D ° w w ' 1 — • C / ) • , 0 P�yect: Tf Inspection: / g Typ E � JAV A ress: a3�,S, /. 7 sr. Date Called: o z � -� .30 Special Instructions: LO f2 Date Waned: a.m. /-D / 2 p.m. Request P r ne 25 33V —9ea INSPECTION REC INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sou thcenter Blvd., #100, Tukwila, WA 98188 Retain a copy with permit • ®�. (206) 31 -3670 PERM $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: "tip *Li, tiSd 7 t !.. Ev4'r. lA aAuSEt'js ri`.3x.7w 4''6i''a kKdx AY,.� tJ; = ` 0 o; to 0 • w J ' W g a Z, z �..' o z N , 0 F"' -r• W V • Z : O'' z • Approved per applicable codes. Corrections required prior to approval. COMMENTS: .. ( .car rer. . - I oo c --V m re. >r *1 8 0 k 1 IMS 1 3� E r r ,, t1 yin f - r(1vt ct.P crc,L s q vr) Iisl ,,? ;r -0 -f. vV S 2 c hCl ,P row, rzn 4 E 0V 4 A.. v■si.) Lim. Inspector: e\-2;---ji? ,..(24,,,...04‘.. Date: \)- INSPECTION REC INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sou thcenter Blvd., #100, Tukwila, WA 98188 Retain a copy with permit • ®�. (206) 31 -3670 PERM $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: "tip *Li, tiSd 7 t !.. Ev4'r. lA aAuSEt'js ri`.3x.7w 4''6i''a kKdx AY,.� tJ; = ` 0 o; to 0 • w J ' W g a Z, z �..' o z N , 0 F"' -r• W V • Z : O'' z • COMMENTS: /2 r v \ 1 .�{ S - 1 C raw s r - 1' , \a. (73• - s p 2..1 In -- t- \ C. v1 2 (a' c. h C �n r f r S hr 0 r•�� a r 5 �' 0 �,o l I , ' I' i ), . Valli I VC ' ` t 0 w\ e rrwo U `t-6. -vo,I iP Vr W. c. . 3.) y 1v�c t (J ( ) L t 1 t k kc4 -6. Inch ' t 2 1 occ,A;UvkS + C V - sr At �a(L L )c v'ci -Q . \r c►d 2_ LJa\ Li) 1 S) par 1Aki 1\ mG S - A-er - 1')P4 vbr 1, -t• r.+ U \ trf S \or . t h r o-p tow S-ee. SA av,A r -VeAik 11 5I S.) rigs -kry- 6.Avnow, S, Tt t t" area._ - - e qtack Pro ect: /0.5 red d/6 uJ for /Z Type of Inspection: A /1ry,/, Address: --/z38 s x37 Sr Date Called: /2-ao -oZ _. Special Instructions: Date Wanted: /2-Z.3-0Z � Requesw: C-7/ - zwo Phone No: yZ$ ...5:5d -94e5/ Approved per applicable codes. INSPECTION REC D2 c'-29.) - :. Retain a copy with permit 4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 South center Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. Vat Date: Inspectorx :a 9 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Recsip OT r n vnc er„Lc` CLCA 1 ..nil: iv..AnW A td. ,a 4451 4 a.a; t6ei a'diafi' INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Pr ISsWP/67-0657717Fs Address: 6 /3751 Special Instructions: Type 91,1,01suctton: / Date Called: A2 - 4 Date Wanted: /c2 al, Requestx: Plic 330 70: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1- 1 C YO I S -e conc ion 9 (i4? • " $$1.4:1 p c. paci -1 ve . i 1 , L. (f t kAL - X kLifS a V\ A _VA\ vic 6 CIA4er 5 st) R \ Y'e / !JO C r 0 1 leN C Ira GV .c 6 C e 1 Ov‘v■Pc-A nt rnyvie N)Pvi*Cie6,4, crc t r\O itQ 1VL 1k k\Vrr r v6, C \rra66ible - d L n 6..) 1 UP 'S. ri rte v 1?)V `-? n 411 Inspect . Ar-Pir Date: 2 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: igi,4444" roW ' #1.1164040 z I z re 2 w 00 ; co Cl) W I U) Lt. a i 0 I I w z 0 z w. 0 0 E I 0 ▪ 0 O E o Project: 11 0 t°rvteiv 12 Type of Inspection: . lro vvt►1 + f NG l F 1 r 0 .ecA:, h C Ir1rA,n C� C) v` Address: Date Called: 1 w ,Por (tn-P v 1 >1 / l lr ,. f Special Instructions: Date Wanted: a.m. p.m• Requester: Phone No: \ >e \ ��( I ,,, Approved per applicable codes. leorrections required prior to approval. COMMENTS: Ir" hc � b Pl F + f NG l F 1 r 0 .ecA:, h C Ir1rA,n C� C) v` 1 � r I � �,Y erIie V)a I c . R roOJi A vet/ l5►c;vl ,_ce r U , A ,,,L,,. £ I o o Io v‘ c p y ► \ r L4+-e w ,Por (tn-P v 1 >1 / l lr ,. f WCn1l_______ ‘ 11r\C 9 C I (ry `t-c, rX OkL,00P \-"\-f 1M LJ 11 /� \ >e \ ��( I ,,, INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector;" Date: 1 q— G 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Ns,' 'l."(inda re U ; o O co 0' N W W =I J I— Nu- W 0 } . J ' u- < ,. v � z o ' z I— W W, 2 O 0 I- WI W ui O z Project: Type of Inspection: SIB Pews( Q t61.4 Address: Date Called: I /U2— Special nstructions: Date Wanted: l t , P a.m. .m. Requester: rte- /(t_.. 5Th ef• 4 Phone No: I • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J Approved per applicable codes. P( INSPECTION RECD Retain a copy with permit o oao PERMIT NO. ❑ Corrections required prior to approval. COMMENTS: { , j a L( /AJ v r t 11 4- tJ1.Ih,Ct�I,A S 114k) Inspector: 6 u Date: ((t c C IZti 1 a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: S • v .`� d:�p'- 't�sf%H .. { 2g�j' lN t SiJ�RaS4Yt .Np�D1A1�A�}SIrb4.Si:. M 00 .0 l • W N a, W 0 LL Q N LU Z H: I-0 Z W W U 6 i rz O I- 11.1 p 0 > - o ` z 0 — . O l- O z je ct: 40Vie.t )— to o I 2 Ins ectin: Ty P6 o �a1 I Ad ess 5 , s4...... Da C ale : 3- 0 Z Sp cial Instructions: Date Wa t @d: I ' , r � ( 7 / P .m. Requester 1J1 S4r Phone No: INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206)431 -3670 COMMENTS: $ ' wvw l cam• -�., — ' I REINSPECTION F REQUIRED. Prio to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. C II to schedule reinspection. Receipt No.: Date: l (-i`f -- Date: Approved per applicable codes. Corrections required prior to approval. c4u4 .iwe 6t'3.w,..na+..a r,� Y4:41,: !i iMaS. 6'tk!id v 3tEiYUlwMk`sSxf.14 3 dubS%La` naCW;irI,yl 'Mob ''. lS.a;T'•Y'taoiw} 'ir.aa z re , O 0 . W W J N LL; W 0 ; g Q : co = CJ W H Z _�', I— O .. Z F—!' Ua P-, co 0 I— W uj f V i . z ; Z `. Project: —05 roifu)-- Type of Inspection: - 31/(7 co mg ^ 15 s � Date Ca ed: '' _ _ 0 2_ Special Instructions: Date Wanted) _Q a. a7 Requesje l)u. vk 4t cc cf Phone o.2:: 3 3Q ^ ekr 4 COMMENTS: ) c)\<_12._ u, :i-k ts "Ktrr P IL r N P --.,"- a..6 (m C t N e -(- ; Q 119-9..- - skr,h<. ,.. ?1i.f� 3 1 ,x N.) H enq . k q 41 ,(---/ 0 c-- \Mt :(L . ajV. J4 1.,¢dK $w ` il - w c i i , 1 Insp c r: Date: - I L _ D 2- INSPECTION NO. INSPECTION RECC ) Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 L p roved per applicable codes. El Corrections required prior to approval. 47.00 REINSPECTI9N FEE REQUIREU!l'rior to inspection, fee must be paid at 6300 South enter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z � 0.: W= N u.;: w 0 = I— al z U �t : 0 H' wI o _ i, Vi 0 z INSPECTION RECOI Retain a copy with permit INSPE ION NO. CITY ' OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 rojec t 57 / 61101/ 0 if* / Address: /1 Special Instructions: Type of Inspection' Date Called: /-- ,00 Date Wanted: Requester: Phone No' - ° -. 9t4 1 COMMENTS: 7 12/ 5 se_- o 9 e./A . • • Receipt No.: Date: Approved per applicable codes. El Corrections required prior to approval. $47. REINSPECTIO EE REQUIRED. Prior to inspection, fee must be . , paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . (206)431-3670 - „ o.;.1•1.4N4414 ietWAS..1114. .44-141a4.4.,;• z Z Lu r4 0 0 a w w 'Li 0 g < I a 1.1 z 1-• 0 Z ILI D 0 — CI uj L ej I— LL al Z to -±- 0 1- z Project: F }c rv, ew 12 Type of Inspection: `oak-,.„ bray �, Address: 1 -la3g' S l 3 c-1 Date Called: 1 0 a)... Special Instructions: Date Wanted: ( 0 - 31 — C, . Ci. C p,r. Requester: SC n Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECO) Retain a copy with permit . b)000- „19 (206)431 -3670 COMMENTS: Inspector ? Date: t D , 3 0)- S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: pproved per applicable codes. Corrections required prior to approval. C ;04.14 .i, i s; 1:6•42IY04,; z H w 00 U) O u, w W J 1.- W 0 < . U) 0 I— 0 Z F— LU LU 2 0 0 - 1 I 0 11 UN 0 1 O Z 2 1 INSPECTION REC Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ad47ji s • 137 3r. /z Special Instructions: Ty of Inspection: of r,v1). 1 141 L, < Date Called: -`o- Date Wanted: " aa o�. Requeste / I ( //E Phone No: O` .?Off c1s -7— 1J > ti � J Approved per applicable codes. El Corrections required prior to approval. COMMENTS: fnv T(leA - kkr) i n ,`P V C I l I V\ r l t) ✓' k v` ) Ua, - R p 1r \ ry -4& �✓ A `\ S I lnspector: (Date: )C 0? LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. 1Date: (Receipt No.: 'y...ry.w•r i'isV1vi 1 444.2tik. fl :r1 ,61;niar; evb aW i�rn'sf t� cn N +t iv srmD u. s t r Pro ect: V 05 I r k) -- L of t 2— Type of Inspyction:: , i n c.S U n %(ct -h '1 'Fco Address: qa��t s . I. 1 S-T Date r_. : IC Call 9 i C? Date Want lit Special Instructions: Requegt C « k. Phon , _?al 0 0 INSPECTION RE Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd #100, Tukwila, WA 98188 (206)431 -3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: $47.00 REINSPECTICJN FEE REQUIREb. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i.ierxi u.° ,.3icen43isiirY . du ' . , ... •• -' ''' 'I. r, D2 - 215 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Gary Bumstead Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 12 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 12, Project No. T- 1515 -2, prepared by Terra Associates, Inc., dated June 16, 2000 February 6, 2003 Project No. T- 1515 -2 Dear Mr. Bumstead: As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 12 of Fosterview Estates in Tukwila. The purpose of our work was to verify that the geotechnical engineering aspects of the project were completed in accordance with recommendations outlined in the referenced plan review letter, and Kappler Architects' construction drawings. Our services on the project consisted of observation and testing of the following elements: • Foundation subgrades • Final surface stabilization Based on our field observations and test results, it is our opinion that earthwork and foundation construction on Lot 12 has been performed in general accordance with project specifications and recommendations provided in the referenced plan review letter. Foundation subgrades observed by our firm will provide satisfactory support for footings using a bearing capacity of 2,000 pounds per square foot (psf). We have enclosed a copy of our footing excavation examination report delineating the foundation subgrade conditions noted during our site visit. At the time of our final site visit, the slopes behind the house had been hydroseeded, but the growth of vegetation on the slope was not fully established. The landscaping had been installed along the front and side yards, and the backyard slopes were covered with straw mulch. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone 425) 821 -7777 • Fax (425) 821 -4334 • terra@terra- associates.com ce U O` �n w to LL;' w O u. co d Oi ` z w w; U O CI I- W W` V u i z`, x. z . Bernard P Geotechni Mr. Gary Bumstead February 6, 2003 This work was performed, and this letter was prepared, specifically for the use of Dujardin Development Company. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. ation Report (1) Mr. John Kappler, Kappler Architects Project No. T- 1515 -2 Page No. 2 tt i Z f'{ 11J Lu, 0 F- W uJ • F U U. O " ui O Z :\ II January 2, 2003 Dujardin Development Company Attn: Gary Bumatead P.O. Box 1059 Snohomish, WA 98291 RE: Fosterview Estates, Lot 12 Plan #1568A KAPS Job #00131.21 Sincerely, Glenn S. Steiner, Architect Kappler Architects, P.S. r 1/ ' I r e c! ► n r t f' I t e r r i<; .1 r I I i II t <,` I r• Dear Gary, Per our phone conversation this morning, it is my understanding that the TJI- blocking located under the P1 -6 shear wall, along the "Mid Rear" gridline under the Master Bath wall of the above - referenced plan, was removed to allow for plumbing waste lines, etc. Further, I understand that your framers installed a 2x8 flat between the floor joists (just under the floor plywood sheathing) to nail the P1 -6 shear wall plate to. This P1 -6 shear wall carries 204 PLF and transfers this load through the plywood floor sheathing on both sides of the wall, which equates to 102 PLF transferring down one side of the wall through the P1 -4 shear wall below. The plywood floor sheathing can transfer 177 PSF of this load, which Is more than required in this condition. Therefore, the blocking is only required to transfer the shear loading from the P1- 6 shear wall into the plywood floor diaphragm, achieved by the flat 2x8 application, making this an acceptable solution. Please provide this letter to the jurisdiction as substantiation that our office has reviewed this condition. Should you have any further questions, please do not hesitate to call. J4311 SE it (i Street . Baflow, WA 98007 L800,888.4517 • (52.5)641.:320. fix: (425)641•531u CU103_Ot 111 bkxi:irg Condnlen, Fosierview EataW , L lie' yri1 eyfani.Cattt RE V ED DEPARTMENT UO ' to o W =! w o ; g =1* d 'i z . HO z D o U co; w W U u • Z . U� t=om: 0 Z October 3, 2002 John Kappler 14311 SE 16th Street Bellevue, WA 98007 RE: Permit Application No, D2000 -295 4238 South 137th Street Dear Permit Holder: City of Tukwila Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building 'Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to November 18, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, tee?... • l Lc'�r� � Stefania Spencer Permit Technician Xc: Permit File No. D2000 -295 Bob Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 - 3670 • Fax: 206 - 431 - 3665 FOOTING EXCAVATION FIELD CONDITIONS NOTED I40 054 0 i rt area. 4 - o r Food, a a �G.. s e_,c ca,"4-e ct 1 4-0 L0* 1,2 . 7 / tc i i r 4 , rierNSP nctl v .e 5 r 1 47 _ -1 sc..r'4 5; It ar,cL co c+cof 54r c +vra.l Ali i e. c ec +ecQ -{-a 5'vpport . ,Coo ns.F bv; (iv l ds A 11 a rest. 5 t,..re NC - i r v • arvk nor- 1 i n. FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED /O - 3-02. PROJECT NAME Fos +ert /i Cu.) E540.+e5 CONTRACTOR: Uujarct, n DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: — r cr e l0.cew\cv►4. SIGNATURE 13ernuid P. Km. l 1 TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 1 2525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 of 2,000 psf bv;1 d 1004 Aely ma - er1 ' a 1 Sit ()I) L2 r• r• io4+cJ - Frri► -t , PROJECT NO. 1575 -2 PROJECT LOCATION: y okra' t REPRESENTATIVE: ctey 3, lead srr ; e -Pr S.,p "+ c 4".P C4,5 CGS 5 4 n3 w fie 1 .&ed oL re 4. p r i - -1- Our representative has examined only the footing excavations listed above. The results of this examination are only valid for a period of 48 hours. If any change in the subgrade conditions occurs, we should be promptly notified. Any loosened soils observed in foundation areas due to construction activity or rainfall should be removed prior to concrete placement. nx t� ,.+rP�"�Snr�' xa.a�n...wia,.r asr+ wdn+. w=,..+•. c,.. m. waxwrn+ anra ,rsa+,•nanr^.�Rwru�+ag,. +W« +n2 z 1 W 6 J C) U 0 co 0 Ui J = N LL W0 J ' LL <. Z z �. t- 0 Z F— LU ui, u j LI Ui o � o co ! 0� 0 z U5.'14 11:0d tAA •;.)44 Iht(MA A.W3Uc1Altb. • . . • 7.f TERRA ASSOC IATES Inc. 1 • Consultants iii n teal:En 'Geology . . . and Enviranmen tat Canti Sciences Mr. Bill Fowler' • Dujardin Development Conipany . B . 105,9 • SnohOmish,'Washirigton 98291 • . • ' " Subject; • — Foundation Drain Details Fosterview,'Lots 9 through 12 Tukwila, Washington RECEIVED AUG 2: 0002 OLP . . . • Mai Mr. • . . • As requested, we reviewed site conditions along the downhill sides of Lots . 9, .10, '11, and 12 to evaluate. • appropriate .' Means of providing collection and disposal of , water from footing •drains, from the • residences being. 'constructed.. on these - lots . At the time • of our site visit on August 7, 2002, the . foundations for the structure on Lot 9 had • been poured, and Lots 10 through 12 were aWaiting, • • excavatian. • *. • . . • • • • Based•on our review cif the Plarined:liouse configurations' on Lots 9, 10, 11, and 12,, it is our opinion•that virtually no water will be collected on the downhill:sides of the residences. Foundation drains along the • . • ., uphill portions and sides of the residences will collect water and should be provided, with foundation .• . drains, a's previously recoMmended, by us. However, on the downhill sides of the residences, we do not- • , .expect any significant collection of waier, • Therefore, it is reCOnvnended that the section of perforated ' .Pipe planned in •thiS are be eliminated and replaced with non-perforated pipe, which .eolleec6..water from the' sides of he resideiices and dikbarges to a comp' on dollectionpipe below.. However,' at the junction • 'point between the perforated and 'non-perforated ,sections of the foundation drain, we reCommend constructing .a clay dam around the pipe to prevent „Water traveling along the trench from escaping • around thepipe junction. The dam should extend a minimum f 18 inches aroun the pipe junCtion. • • .• • ''ior)o I ()lc • . Anus' .13, 2002 ; Project No. T1515- . 1 Willows Road, Suite 101; Kirkland, Washington .98034 • Phone (425) 821-7777 ■ Fax (425) 821-4334 • terraeterre-associates.coni g11.11.12 uu 6 0 0 COW !S LLk (f) 2E ?: 2? 6 z 0 2! I— UJ, Jo O co 0 0 Lu u i vit ' 1.1.1u) C ... C) Z .1. •U4 ' J.4' UUG 11:04 1 4Ga 6:41 44,14 1tKKA :1�bU.,IAj J l!UJ Mi. Bill Fowler August 13, 2002 • We trust the information presented is sufficient for Your current needs. If you have any questions or •require additignal infonnation; call. • Sincerely yours,. TERRA. ASSOCIATES, INC. • • Bernard,.P. Ku •Geoiechnical BPKJAB :ae • � EXPtitEti • 1219! T. Jonn hhppter Kapptet .AArchitects • • • AUG 2 0 2002. BUILDING • DEP ARTkIENT • r. Project•No. T- 1515 -2 . Page No., 2. 20020314001964 DOCUMENT TITLE(S) (or transactions contained therein) 14.) 14) ` i a. SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: —' N/A 6 • Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and rmtials) DUJARD1N DEVELOPMENT COMPANY, DECLARANT • Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) CHICAGO [TILL IrrSURAKE COhirANY has placed the document of record as a customer courtesy DUJARDIN DEVELOPMENT COMPANY and acci+pls no liability for Ih§ 996 0rif r validity of 1:3 Additional names on page of document • LEGAL DESCRIPTION (abbreviated i e , lot, block, plat or section, township, range) Portions of Government Lots 2 and 3, Section 15, Township 23 North, Range 4 East, W M , Portion of Tract 67, Riverside Interurban Tracts, Vol 10 of Plats, Page 74, and Portion of Tract 19, Fostoria Garden Tracts, Vol 9 of Plats, Page 95, in King County, Washington, also known as The Nat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 • Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 43288491304 )1 048 14ath0C d 1( See Attached • Assessor Tax # not yet assigned CC% rn Cr) 0 0 CI N RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 Y1WPIDUIARDDITOSTERINDAMEN D MO,DOC I1 I P 01117:111119M IIII 411 II I'I II I I IIII �� III I III u I II II 03/14/2002 14'3 fin PAGE 001 OF 000 PC KING COUNTY U 2 14 00 i 1114 II U II ,II I I I I I' 1 I I II Op II II dU II 1 tl III III III tl III I III I III I III III b 31; !I it QII ,Ill Illy 1 111 pll Up I'I ill WASHINGTON STATE RECORDER'S Cover Sheet (Rcw 65 04) 1 I I II r II I II I z U 00 ; co 0 -J W • 0 H . ▪ 0 . z�' III la n 0 N `' 0 H; W 1- U r. O w z 0 I z • W W J W O This Second Amendment to Declaration of Protective Covenants, Restrictions, g Easements and Agreements for Fosterview Estates, a Planned Residential Development (the a `. "Second Amendment ") is made this 1 day of `110,+2t,t# , 2002 by Dujardin w d : Development Company, a Washington corporation ( "Declarant ") _. CHICAGO 'RILE INSURANCE COMPANY has placed the document of Z H F- , 0 record as a customer courtesy Z and accepts no liability for W w RECITALS AND DECLARATION the ac6uracy br validity of �' UV (fitting A Declarant is the developer of the real property and improvements thereon legally o cci described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The w w 2 Property is comprised of all the real property shown on maps recorded with the King County F o under Recording No 20000505000735, Volume 194, Pages 062 -065 `L- o w B Declarant previously recorded that certain Declaration of Protective Covenants, 1 o Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential z Development (the "Declaration ") under King County Recording No 20000505000736 The o Declaration was previously amended by a First Amendment to the Declaration (the "First Amendment ") recorded under King County Recording No 20000505000737 C As the Development Period (as defined in the Declaration) has not terminated, Declarant under the provisions of the Declaration as previously amended, has the authority to amend and wishes to further amend the provisions of the Declaration as provided herein NOW, THEREFORE, Declarant hereby amends the Declaration as follows 1. Maintenance Responsibilities. The Fosterview Estates Homeowners Association. Section 5 1 of the Declaration is hereby deleted in its entirely and replaced with the following Y \WP DUJARDWWFOSTER2NDAMEN D JMO.DOC SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, z EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, Ua A PLANNED RESIDENTIAL DEVELOPMENT co 0 2 cc, a and 5.1. Association Responsibilities After termination of the Development Period, the Association shall operate and maintain the Common Areas as required or advisable The responsibilities of the Association shall include, but are not limited to, the following 5 1 1 The cleaning and maintenance of the water courses on Tracts A and B; 5.12 The maintenance, repair and replacement of the fences around and across Tracts A and B, and 5 1 3 The maintenance, repair and replacement of the french drains in the Common Areas as shown on the Plat Map, and 5 14 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along the north boundaries of Lots 1 and 2, and 5 1 5 The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along south boundary of Tract B and South 137 Street, and 5 1 6. The maintenance, repair and replacement of the retaining wall and its associated drainage improvements located along north boundary of Lots 13 and 14 and the Private Drainage & Pedestrian and Public Utility Easement as shown on the Plat Map, and 5 17. The maintenance of the trails beginning at the cul de sac end of South 137th Place to and along the North boundary of the plat as shown on the plat map. The Association may provide such additional common maintenance that it determines to be m the best interest of the Owners 2. Maintenance Responsibilities - Retaining Walls. A new subsection 5 2 5 is added to Section 5 2 of the Declaration as follows 5.2.5. Retaining Walls. The Owners of any lot on which all or part of a retaining wall is located (except those walls specifically referenced in Sections 5 1 5, 5 16 and 5 1.7 above) shall be responsible for the maintenance, repair and replacement of any portion of a retaining wall (and its associated drainage improvements) which is located on their lot (collectively "Wall Maintenance ") In the event a retaining wall is located along a common property line between adjacent lots, the down slope lot Owner shall be solely responsible for Wall Maintenance of said wall The Owner responsible for Wall Maintenance under the provisions of this paragraph (the "Responsible Owner") is hereby granted an easement over and across the adjacent lot to perform such activities as are reasonably necessary for required Wall Y ‘Wp+DUTARDU OSTPR2NDAMEN D NO DOC 3 z -J C.) O 0 w = w 0 g a = • o z �. F- 0 ` z F- O 0` O - 0 H H U' —O w z O - 0 z Maintenance, provided the Responsible Owner shall fully restore to substantially its original condition any area of the adjacent lot (including, without limitation, any improvements or landscapmg) as is disturbed or damaged through the exercise of rights under this easement 3. Ratification. Except as expressly amended by this Second Amendment, all of the terms, covenants, conditions and easements set forth m the Declaration as previously amended by the First Amendment shall continue in full force and effect and are hereby ratified by the Declarant DECLARANT: (Printed Name) Its A ts. de#v 7 STATE OF WASHINGTON ) )ss, COUNTY OF KING ) On this day personally appeared before me )( ) Wages, to me known to be the Yt2E5 >,oe. my of Dujardm Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act of said corporation, for the uses and purposes therem mentioned, and on oath stated that he was authorized to execute the said mstrument GIVEN under my hand and official seal this /3 day of Mfrect4 , 2002 Y 1WPtD WARDAITOSTER2NDAMEN AJMG DOC sslo F Nor, / N1 15 -200 a X0 2 ASO ture) CI IICAGO TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy and accepts no liability for the accuracy or validity of the document. . 41n-t. omi- -fl- }'*~ice -Itson (Print Name) Notary Public in and for the State of Washington, residing at SR'tl My commission expires 3 -1 S -0 'S 4 z w • o U; co o, CO w J LL w o, g J : LL Q . = C7 z o z U o — 0 H w w' 2 U u 1- -c 0 w z ` 0 1 -- z EXHIBIT A LEGAL DESCRIPTION Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. Y \ \VPIDUJARDBJWOSIER2NDAMEN D JMO DOC 5 CNICACO TITLE INSURANCE COMPANY has placed the document of record ds a customer courtesy and accepts no liability for the accuracy or validity of the document, • ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 0010 - 4 261200 0020 - 02 261200 0030 - 00 261200- 0040 - 080 261200 - 0050 - 05 261200- 0060 - 03 261200 - 0070 - 01 °' 261200- 0080 - 09 ° o 261200- 0090 - 07 261200 - 0100 - 05 261200 -. 0110 - 03 261200 - 0120 -• 01 N 261200 - 0130 - 09 261200 - 0140 - 07 261200- 0150 - 04 261200- 0160 - 02 261200 - 0170 - 00 261200- 0180 - 080 261200 - 0190 - 06 261200 - 0200 - 04 Plat of Fosterview Estates Lots 1 through 40 CHICAGO PTLE INSURANCE COMPANY has pk:cnd the document of record aS o customer courtesy and dcrepts no liability for tho accuracy or validity of the emonitfit, u1 " '�i.uSiYN 261200 - 261200- 261200- 261200- 261200- 261200- 261200 - 261200- 261200- 261200- 261200- 261200 - 261200 - 261200- 261200.- 261200 - 261200 - 261200- 261200- 261200 - 0210. - 02 0220 - 00 0230 - 08 0240 - 06 0250 - 03 0260 - 01 0270 - 09 0280 - 07 0290 - 05 0300 - 03 0310 - 01 0320 - 04 0330 - 07 0340 - 05 0350 - 02 0360 - 00 0370 - 08 0380 - 06 0390 - 04 0400 - 02 t4 W, O O, co 0 , W W , W O H W. 1 : 1 Z 2 w o N 0 t— W w_ z o , w z ' U N Z September 25, 2000 John Kappler Kappler Architects 14311 SE 16th Street Bellevue, WA 98007 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -295 Fosterview Estates — Lot 12 4238 South 137th Street Dear Mr. Kappler: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division, Planning Division and Public Works Department. At this time, the Fire Department has no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, • Brenda Holt Permit Coordinator encl xc: File No. D2000 -295 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 UO C a W' — I 'w O 0 : 0 1— W. I-0 Z 2 o. '0 X 0 F_c W ' -0 z 0 0F z BUILDING DEPARTMENT REVIEW COMMENTS Project name: Permit File No.: Date: Reviewer: FOSTERVIEW ESTATES- LOT 12 4238 S 137 ST D2000 -295 9 -22 -00 Dave Larson, Building Inspector (206)431 -3678 1. Sheet P2.2 missing as noted on geo -tech from Terrra Associates Inc. co DI = 0 ; !— W I— O• Z 1-> 0 0 t- 1= I- ;� ..\-4! I W Z co p it ;01-'' 1. Please revise your site plan per attached markup. PUBLIC WORKS DEPARTMENT COMMENTS DATE: September 21, 2000 PROJECT: Fosterview Estates Lot 12 PERMIT NO: D2000 -295 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. D ' ' 0 0� coo LIJ u,,; w 0: z p" I- OF 10 Ni '10 H' W W! U_ co, Z • PLANNING DIVISION COMMENTS DATE: September 13, 2000 PROJECT NAME: Lot 12 Building Permit PLAN CHECK NO.: D2000 -295 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1. The deck intrudes into the second front yard setback. Please revise to meet setbacks. 2. This lot is in Phase B and cannot be constructed until Phase A is declared complete • by PW. C: \Nora's Files \FSTRVIEW\LOT2REVISION.DOC August 17, 2001 Mr. John Kappler Kappler Architects 14311 SE 16 Street Bellevue, WA 98007 Re: EXPIRED PERMIT APPLICATION #D2000 -295 Fosterview Estates — Lot 12 — 4238 South 137 St Dear Mr. Kappler: In reviewing our current permit application files, it appears that your development permit application applied for on 09 -08 -2000 has not been issued by the City of Tukwila Permit Center. Per the Uniform Building Code and /or Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. In order to renew your permit application after expiration, you will need to resubmit a new permit application, plans and supporting documentation, and the necessary plan review fees. The City of Tukwila is currently under the 1997 Uniform Building Code and 1997 Uniform Mechanical Code. As of ten -days from the date of this letter, your permit application for the work described above will be considered expired. Please contact the Permit Center at (206) 431 -3670 if you wish to submit a new permit application. Thank you for your cooperation in this matter. Sincerely, r .. - - . Stefania Spencer Permit Technician City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Xc: Duane Griffin, Building Official Permit File No. D2000 -295 6300 Southcenter Boulevard, Suite 11 100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431 -3665 Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington . 98291 Subject: Plan Review Fosterview Estates, Lot 12 Tukwila, Washington Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 Dear Mr. Fowler: As requested, we reviewed architectural plans prepared for Lot 12 of the Fosterview Estates project. The purpose of our review was to verify that the plans are in conformance with the recommendations presented in the referenced report compilation and to provide additional recommendations, as required. Proiect Description We reviewed the following plans: • Sheets P1.0 and P 1.2, Architectural Site Plans • Sheet P2.4, Architectural Plan TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences June 16, 2000 Project No. T- 1515 -2 • Sheet P6.3, Site Section for Lot 12 The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a two -story, wood- framed, single - family residence will be constructed on the lot. The main floor, including the entry and garage areas, will be at Elev. 176. The main floor will be constructed above a high crawl space. To achieve the planned finish grades, it is anticipated that only minor excavations will be required. It is not anticipated that any significant fills will be placed on the lot. Minor fills will be required to create finish grades for the driveway and garage. After completion of foundation walls, excavations will be backfilled. D10 2_'T5 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra@terra- associates.com ar t ; O ' N 0 U w w =; J � LL to 0, g 11 ' J ', N • om v ' -1 z �; H 0 Z D o O NE j0 Ww U z w 0 co I` Mr. Bill Fowler June 16, 2000 Discussion and Recommendations Based on our review, it is our opinion that the plans are in general accordance with the recommendations presented in various reports in the referenced report compilation. The following discussion and recommendations are based on our review of the current building plans and the conditions existing on the site. Excavations and Earthwork The site plan indicates that excavations of up to two feet may be required to construct the foundation for the residence. It is expected that the excavation will be made through previously placed recycled concrete and native soil consisting of sandy silt and silty sand. The on -site native soil contains a significant amount of fines (silt and clay size particles). This material will be difficult, if not impossible, to work in wet weather. The excavated native soils should be removed from the site or used in nonstructural landscape areas away from the slopes, We recommend that the recycled concrete previously placed on the site be used to backfill all foundations and used as additional fill wherever possible. To prevent contamination, this material should be kept separate from the native materials on the site. As an alternative, imported pit -run gravel soils may also be used for backfill. Foundations The foundation excavation on this lot may extend through the structural fill into competent native soils. These soils are moisture sensitive and subject to disturbance in wet weather. If the bearing soils become disturbed, they should be overexcavated and replaced by materials, such as recycled concrete or quarry spalls. The foundations should be designed and constructed in accordance with the recommendations presented in the referenced report compilation.' The foundations should be designed for an allowable bearing capacity of 2,000 pounds per square foot (psf). Foundations placed in the sloping crawl space should be embedded at least 18 inches below the crawl space grade. Walls supporting backfill should be designed as retaining structures and be provided with adequate subsurface drainage. The walls should be designed to support an equivalent fluid weight of 35 pounds per cubic foot (pcf), assuming a horizontal backfill configuration. A uniform lateral pressure of 100 psf should be added for restrained conditions. A uniform pressure of 60 psf should also be added for walls adjacent to the driveway and garage. The lateral loads may be resisted by friction between the base of the footings, floor slabs, and the supporting subgrade, as well as passive pressures acting on the face of the foundations. A friction factor of 0.4 may be used. In addition, a passive pressure corresponding to an equivalent fluid weighing 200 pcf may be used. The upper 18 inches of foundation penetration should be neglected in the passive pressure computation. A representative of Terra Associates, Inc. should observe excavations, backfilling, and foundation subgrades to verify that the site conditions are as anticipated. Project No. T- 1515 -2 Page No. 2 z H W no - C.) 0 ' CO W uJ O g Qd H w Z _ ▪ O '' Z H_ 2 j n p O N 0 I - ILI 2 � i Z U -- H =� 0 ~ z Mr. Bill Fowler June 16, 2000 We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. Costa Philippideg''f " ' .: 4 Engineer y - : t 3 ;a ^" - �' } :: t. (0/ 1 (4 / Anil Butai P . t Principal s I U ' rt; CP /AB:dvp ' �► . , 3' .r4; s � lip a` : : cc: Mr. J i Kappler A P.S. Project No. T- 1515 -2 Page No. 3 ►.,........ ..•..c �... „a.,.a �W,�. is alt. c.+. zaw: kisua., di:; 1 .u.+.ati;;i::,u.:,Lli..`nG.r1+�. �, �•'' 5 ;atk Ng • u) w -j CO o - d. z �.. 2 W . o D i— = w+ H. { ,' u_1 z. o ' 'WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 08/29/80 FILE: K: \ \KAA \ \00\ \00131 \ \001312 Homeowner: Site: PLAN 1568A Builder: ( ) ( The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Floor Glazing @16 Doors AG Wall Ceiling Infiltration Description R30 vented Joist 16oc * *vinyl clr /air Wood 1 3/8 ", solid flush R13 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 REFERENCE 334 7.94 Analyst: BRYEN QUOSS Jurisdiction: Utility: House Type: Single Family Floor Area: 1522 ft2 Weather Data: Seattle, WA Climate Zone: 1 PROPOSED 333 Btu /hr -F 7.76 kWh /ft2 -yr U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA U -0.029 U -0.520 U -0.390 U -0.082 U -0.036 ACH -0.350 Proposed UA HOUSE ID: 00131.21 Reference Value X Area = UA Ys 880 36.1 228.3 148.4' 38.7 15.1 1676 103.9 852 30.7 12319ft3( 78.9) 334.1 Value X Area = UA 880 25.5 241.0 125.3 38.7 15.1 1663 136.4 852 30.7 12319ft3 ( 78.9) 333.0 • ATTSUN 5.6 FILE: K:\\KAA\\00\\00131\\0013121.WS Struc Mass HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses( k Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size(kOver): Annual Cool Requirement: SUPPLY RETURN Solar Access: GLAZING ORIENTATION PROPOSED ft2 48.4 South Southeast : East Northeast : 105.7 Eff S Glz: 5.3% 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 08/29/80 Light Frame, Sheetrock walls PROPOSED Gas Furnace DEFAULT 78 k 60 PROPOSED DUCT SYSTEM Location Avg Rvalue Surface Area Vented crawlspace Attic or garage 0.60 21197 Btu/hr 5055 Btu/hr(24 26252 Btu/hr 39500 Btu/hr (150k) 59 MBtu $ 327 Integrated Spot & Whole House 0.0 (Ducted) Btu/hr tons (@125%) kWh/yr Partially Shaded R- 8.0 R- 8.0 M- 3.000 1522 304.4 ft2 60.8 ft2 PROPOSED North ft2 Northwest : West Southwest : 87.0 HOUSE ID: 00131.21 Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 4566 - . WINDOW TOTALS ROOM NAME I (IN I (IN FEET) cIN SQUARE FEED (HOW MANY) (IN SQ FEET) (IN SQUARE FEET) M IN FLOG ENTRY 1.00 5.00 5.00 1.00 5.00 NOOK 5.00 4.00 20.00 1.00 20.00 KITCHEN 4.00 3.92 15.68 1.00 15.68 FAMILY 3.00 5.00 15.00 3.00 45.00 5.00 6.67 33.35 1.00 33.35 LIVING 6.00 4.50 27.00 1.00 27.00 TOTAL MAIN 146.03 UPPER FLOOR OPEN TO BELOW 3.00 5.00 15.00 1.00 15.00 BDRM #3 5.00 4.00 20.00 1.00 20.00 BDRM #2 5.00 4.00 20.00 1.00 20.00 M. BDRM 7.00 4.00 28.00 1.00 28.00 M. BATH 3.00 4.00 12.00 1.00 12.00 TOTAL UPPER 95.00 SUMMARY TOTAL GLAZING SQ. Fr. 241.03 TOTAL HOUSE SQ. FT. 1,522.00 Glazing % 15.8% Kappler Architects P.S .7.0B NAME: JOB NUMBER Coavri aht1999 DUJARDIN LOTI2 131.21 8/30/2001 DATE: BY: 8/24/2001 BMQ Glazing Calculations1.xls KaDDIer Architects P.S. VERSION 1711 INCLUDES STORY Lateral Analysis for: Dujardin Plan #1568a - Lot 12 City of Tukwilla, WA LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Job No. Date Date 853;, 715. 450,0* SF SF SF SF SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF(Roof + 1/2 Upper Floor) MAIN FLOOR WALLS ( 1 /2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS /2 Main Floor +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425- 641 -5320 00131-21 - LOT12_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls D 00131.21 2/23/2000 SPM 8/27/2001 GSS Long Wall E7tr:V 7 117. 9 :0 ;9:5:1 NOT VALID UNLESS "WET STAMPED" efi 10 "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default - 2qS 8/28/2001 PAGE 1 z • UO to 0 W = J I- w O u_ ?• d . tu Z O t U o O rz 1 =W H — • Z = . O ~ z REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P= 2 - (20 / ( r max ((sq. root of AO))) VALUE USED where: As Ground floor area of structure As I 940 ISF r max = Max element - story shear ratio square root 31 r MAX = ri /story shear r 1= element story shear x 10 / Iw element shear Iw (LENGTH) r i = 1=835011014314M413 . " h.f~l = P= I -3.20 I DESIGN CRITERIA FOR WIND ANALYSIS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure w = Importance Factor WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) r i story shear r max = I 1167 1 9304 therefore use WIND FORCE P= TRIB.HEIGTH (P) Roof (Upper walls) 11.7 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 9. #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 21- LOT12_(ExpC)_Plan #1558a_1997 -9 Lateral analysis worksheetl.xls Min =1.0 Max =1.5 VALUE USED Ce = 1.06 EXPOSURE 1.3 Default for normal force method Cq q = 1.30 METHOD 2 qs = 16.40 WIND SPEED 16.4 Default for 80 MPH Iw = 1 . PSF 26.22 25.37 22.60 0.00 11671 0.13 WALL HEIGHT 0 -15' P= 20' P= 25' P= 30' P= Ce 1.06 1.13 1.19 1.23 Cq 1.3 1.3 1.3 1.3 qs 16.40 16.40 16.40 16.40 Iw 1 24.09 1 22.60 1 25.37 1 26.22 PSF PSF PSF PSF i PLF 306 # FT 228 # FT 215 #FT 0 #FT 8/28/2001 PAGE 2 (P) Roof (Upper walls) 12 853 SF 10236 ADDITIONAL LOAD 0 853 SF 0 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 Roof (Upper walls) 23676 27 639252 639252 0.5152 4794 Upper Floor (Main walls) 24165 18 434970 1074222 0.3506 3262 Main Floor (Lower walls) 18495 9 166455 1240677 0.1342 1248 (P) Upper Floor (Main walls) 15 715 SF 10725 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4430 INTER. WALLS 8 60 8 3840 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 24165 (P) Main Floor (Lower walls) 15 450 SF 3375 S / S EX. WALLS 10 64 9 5760 F / B EX. WALLS 10 56 9 5040 INTER. WALLS = 8 60 9 4320 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 18495 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ, 16N BASE SHEAR: Vb= (3.0xCa /R) where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING DEAD LOADS STORY SHEAR 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL I SHORT WALL! WEIGHT TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W TOTAL WEIGHT W= 23676 66336 BASE SHEAR: Vb= 0.1964 66336 13026 WORKING STRESS WOOD DESIGN 1.4 9304 (# WI hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi TOTAL FLOOR FORCE: Vi= 1713474 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99082- 21- LOT12_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls *load reduced by half due to plan configuration of front wall being concrete Not included in total Wihi / sum 9304 I# 8/28/2001 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F =V(' (h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD M= 27826564.11 T =C= 993805.861 2 -2X4 10.5'= 94 644 188 ALOW.Ft= 2 -2X6 16.5 ,; 16d ? :' , .',WZD 1.33 143.64 # /NAIL SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 137 108 87 0 # FT # FT # FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 306 @ 534 © 749 # FT # FT # FT } 466 , 0.285 ; #FT 550 1.331 731.501#/BOLT MIN BOLT SPACING €xi "t'.° m x.1:56? FT O.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ;2f25,j FTO.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99082- 21- LOT12_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls 669415.392 9304 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 525 1.33 6918.73 NAILS Not included in total 137 108 87 0 306 228 215 0 698.251 # FT # FT #FT # FT # FT # FT # FT # FT OK 8/28/2001 PAGE 4 . Hi OC W Di N0. W W; N LL( W O. g a co a _° 1- W Z P: Z � 0 NE 0 I— LLI I Z3 H; Iii Z tJ N Z V W h Wh F Roof (Upper walls) 9304 23676 11.667 276227.892 3839 Upper Floor (Main walls) 9304 24165 9 217485 3023 Main Floor (Lower walls) 9304 18495 9.5 175703 2442 #N /A 9304 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F =V(' (h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD M= 27826564.11 T =C= 993805.861 2 -2X4 10.5'= 94 644 188 ALOW.Ft= 2 -2X6 16.5 ,; 16d ? :' , .',WZD 1.33 143.64 # /NAIL SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 137 108 87 0 # FT # FT # FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 306 @ 534 © 749 # FT # FT # FT } 466 , 0.285 ; #FT 550 1.331 731.501#/BOLT MIN BOLT SPACING €xi "t'.° m x.1:56? FT O.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ;2f25,j FTO.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99082- 21- LOT12_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls 669415.392 9304 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A 525 1.33 6918.73 NAILS Not included in total 137 108 87 0 306 228 215 0 698.251 # FT # FT #FT # FT # FT # FT # FT # FT OK 8/28/2001 PAGE 4 . Hi OC W Di N0. W W; N LL( W O. g a co a _° 1- W Z P: Z � 0 NE 0 I— LLI I Z3 H; Iii Z tJ N Z I #N /A 4 0 3.5 0 144 P116 0 0 #N /A IVO:O#WA` M Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A 800 #N /A 320 #N /A 280 #N /A MIN PLATE NAILING #N /A INC O.C. Roof (DL) 0 1575 0 1365 0 0 1966.67 0 1919.17 0 _ #DIV /0! 0 0 520.15 0.00 550.15 0.00 REQUIRED 0.00 0.00 #N /A NA #N /A #N /A #N /A #N /A #N /A #N /A #N /A 8 4 4 3.5 5.5 144 P116 Mo= 4607.26 4607.26 4031.35 6334.98 800 Wall(DL) 320 320 280 440 0 Roof (DL) 1155 1575 1365 1365 1528.24 Mr= 1966.67 2526.67 1919.17 3309.17 _ #DIV /0! T =C 660.15 520.15 603.48 550.15 MIN PLATE NAILING REQUIRED NA NA NA NA 12 INC O.C. 11 10 5 0 0 224 IMAII/P.1.6tf1 MIN PLATE NAILING 8 INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 17949.11 8974.56 0.00 0.00 800 400 0 0 0 0 0 0 2666.67 666.67 0.00 0.00 1528.24 1661.58 #DIV /0! #DIV /01 CS16 -30 CS16 -30 _ #DIV /0! #DIV /01 9 5 15.5 0 0 134 P.PiE6 a1 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 5372.79 16655.66 0.00 0.00 -.• MIN PLATE NAILING 13 INC O.C. 400 1240 0 0 1260 3510 0 0 2766.67 24541.67 0.00 0.00 521.23 - 508.77 #DIV /01 #DIV /0l NA NA #DIV /01 #DIV /0l SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load 306 Ht. 8 o: O LL cc LL UPPER FLOOR Load Ht. 2/3DL REACTION HOLDDOWN UPPER FLOOR Load 306 Ht. 8 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 TRIB.LENGTH TRIB.LENGTH • TRIB.LENGTH 306 8 2/3DL REACTION HOLDDOWN I 306 2/3DL REACTION HOLDDOWN I TRIB.LENGTH a a a WALL SEGMENTS b c b b b KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99082- 21- LOT12_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls c c c d d d d SHEAR V WALL TYPE 8/28/2001 PAGE 5 16 27 0 0 0 1811P Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 39161.69 • 0.00 0.00 0.00 MIN PLATE NAILING 10 INC O.C. 2160 0 0 0 0 0 0 0 19440.00 0.00 0.00 0.00 730.43 #DIV /0I #DIV /0I #DIV /0I NA #DIV /0I #DIV /0I #DIV /01 #N /A 27 0 0 0 181IP14 0 0 #N /A MINONIMATS Mo= Wall(DL) Roof (DL) Mr— T =C REQUIRED #N /A MIN PLATE NAILING 10 INC O.C. #N /A 0 #N /A 0 #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 19440.00 0 0.00 0 0 #DIV /0I 0 #DIV /0I 0 #DIV /0! 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 16 27 0 0 0 181IP14 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 39161.69 0.00 0.00 0.00 MIN PLATE NAILING 10 INC O.C. 2160 0 0 0 0 0 0 0 19440.00 0.00 0.00 0.00 730.43 #DIV /0I #DIV /01 #DIV /0I NA #DIV /0! #DIV /01 #DIV /01 #WA 0 0 0 0 #N /A #NIA,Vill Mo= Wall(DL) Roof (DL) Mr— T =C REQUIRED #N /A #N /A #N /A #NIA MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N/A #N /A #N /A FRONT TO BACK UPPER FLOOR Load 306 Ht. 8 C7 2/3DL REACTION HOLDDOWN UPPER FLOOR Load 306 Ht. 8 2/3DL v REACTION HOLDDOWN UPPER FLOOR Load 306 Ht. 8 w J 2/3DL 0 REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w 306 2/3DL REACTION HOLDDOWN I TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH a a a a WALL SEGMENTS b c b b b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 21- LOT12_(ExpC)_Plan #1558a_1997 -9 Lateral analysis worksheetl.xls c c c d d d d SHEAR V WALL TYPE 8/28/2001 PAGE 6 I 10 2.5 2.5 0 0 429 ':FtgLRP 'I "?;+ Mo= Wall(DL) Floor,Roof(DL! Mr= T =C REQUIRED 8587.70 8587.70 0.00 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 4 INC O.C. 400 400 0 0 0 0 0 0 333.33 333.33 0.00 0.00 3301.75 3301.75 #DIV /01 #DIV /01 STHD14 STHD14 _ #DIV /0I #DIV /0I I 4.5 3.5 4 0 0 3201aY P1_3 4/1 Mo= WaII(DL) Floor,Roof(DL; Mr- T =C REQUIRED 8971.20 10252.80 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 560 640 0 0 0 0 0 0 653.33 853.33 0.00 0.00 2376.53 2349.87 #DIV /01 #DIV /0! STHD 14 RJ STHD 14 RJ #DIV /01 #DIV /0! 15.5 12.5 7 3.75 7 274P14 `I Mo= Wall(DL) Floor,Roof(DL; Mr= T =C REQUIRED 27376.74 15330.97 8213.02 15330.97 MIN PLATE NAILING " 6 INC O.C. 2000 1120 600 1120 0 0 0 0 8333.33 2613.33 750.00 2613.33 1523.47 1816.81 1990.14 1816.81 HTT22 STHD 14 RJ STHD 14 RJ STHD 14 RJ 7 2.5 3.75 3 0 3111 P1-3 e101 Mo= Wall(DL) Floor,Roof(DL: Mr= T =C REQUIRED 6220.54 9330.81 7464.65 0.00 MIN PLATE NAILING 6 INC O.C. 400 600 480 0 1260 3510 0 0 1383.33 5137.50 480.00 0.00 1934.88 1118.22 2328.22 #DIV /01 STHD14 STHD14 STHD14 #DIV /0I RIGHT TO LEFT MAIN FLOOR Load Ht. -8 ¢ � O or u MAIN FLOOR Load 534 Ht. 8 r U- 2/3DL REACTION HOLDDOWN 2/3DL REACTION HOLDDOWN I MAIN FLOOR Load Ht. 8 cc d o: 215 534 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 411 2/3DL REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH WALL SEGMENTS b c b c d SHEAR V WALL TYPE d TRIB.LENGTH TRIB.LENGTH a b b W/ (2)CS16 -30 W/ CS16 -30 W/ (2)CS16 -30 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082-21 - LOT12_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls c c d d „:w',�:i.: • �:+,r.• ,.: y ,,,, A��e. GS. �a�, �SSe .<w�titaL.ac;�:5is�tvidwa�D:1 8/28/2001 PAGE 7 RWM Iryn.MXT: YMr+"FW1gR Z Ie D : ' U O to <fnW; W =: J W 0 -J u. N a. . Ili H = Z �.. I- O. Z H, D U � 0 H W W I I- V U. 1 Zf O 1- z I 8 15.5 2 0 0 244 §w.. *• P1=4 11 Mo= WaII(DL) Floor,Roof(DL' Mr= T =C REQUIRED 30286.49 3907.93 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 1240 160 0 0 0 0 0 0 6406.67 106.67 0.00 0.00 1540.63 1900.63 #DIV /0! #DIV /0! STHD14 STHD14 _ #DIV /01 #DIV /01 I 17 20 0 0 0 4541, p1:310,t I Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 72663.16 0.00 0.00 0.00 MIN PLATE NAILING 4 INC O.C. 3200 0 0 0 900 0 0 0 27333.33 0.00 0.00 0.00 2266.49 #DIV /01 #DIV /0! #DIV /0! STHD 14 RJ #DIV /0I #DIV /0! #DIV /01 9 16.5 0 0 0 2911 P1?41mtl Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 38448.00 0.00 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 2640 0 0 0 585 0 0 0 17737.50 0.00 0.00 0.00 1255.18 #DIV /0! • #DIV /0I #DIV /01 STHD 14 RJ #DIV /01 #DIV /0I #DIV /01 4 24 0 0 0 361 Pl.:6 Mo= Wall(DL) Floor,Roof(DL; Mr= T =C REQUIRED 6870.16 0.00 0.00 0.00 MIN PLATE NAILING 48 INC O.C. 3840 0 0 0 0 0 0 0 30720.00 0.00 0.00 0.00 - 993.74 #DIV /0I #DIV /0! #DIV /01 NA #DIV /0I #DIV /0! #DIV /01 FRONT TO BACK MAIN FLOOR Load Ht. 8 534 0 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 th �rr U 534 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 534 th w J 2 /3DL v REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 215 2/3DL REACTION HOLDDOWN TRIB.LENGTH TRIB.LENGTH a TRIB.LENGTH TRIB.LENGTH a a WALL SEGMENTS b c b b b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082-21 - LOT12_(ExpC) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls c c C d d d d SHEAR V WALL TYPE 8/28/2001 PAGE 8 „ n ' J U; N O ' NW co L ; W O; g �_ n I I- W Z I- 0 ZI UJ • O N I 0 r - 0 ▪ Z 0 Z DEPART {�,�(/ M � EN I T � S � . 'Zi��, Building " division U Public Works ❑ Complete Comments: APPROVALS 0 CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -295 DATE: 12 -17 -02 PROJECT NAME: FOSTERVIEW ESTATES- LOT 12 SITE ADDRESS: 4238 SOUTH 137TH STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Permit Center Use Only INCOMPLETE`. LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: TOES /THURS ROJTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved with Conditions Approved Notation: REVIEWER'S INITIALS: Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator DUE DATE: 12 -19-02 0 Not Applicable ❑ DUE DATE: 01 -16 -03 ❑ Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28 -02 PERMIT COORD COPY ACTIVITY NUMBER: D2000 -295 DATE: 8 -30 -01 PROJECT NAME: FOSTERVIEW ESTATES — LOT 12 SITE ADDRESS: 4238 SOUTH 137TH STREET Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Buis ing'Division WI PubliWgrks L 4' G DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route \PRROUTE.DOC 5/99 TUES /THURS ROUTING: PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Incomplete Comments: Structural Review Required REVIEWER'S INITIALS: DATE: Planni i g Di ion R -4--di Permit Coordinator DUE DATE: 9-04-01 Not Applicable n No further Review Required DUE DATE 10 -02 -01 n Approved Approved with Conditions [f Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: z w • 00 co 0 Co LL w 0 ,: 2 in.. O 1- w Z � Z0 D ta 00 -: w wr • 1- - IL 8, ui z; i 0 1-:. z ACTIVITY NUMBER: D2000 -295 DATE: 9 -8 -2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 12 SITE ADDRESS: 4238 S 137 ST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Bpid ng Division 4)a q -Z lic Works Approved \PRROUTE.DOC 5/99 Complete Incomplete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Fire Prevention • kii)(J q -ADD n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) PlannirSg Division q-�a decal Permit Coordinator II DUE DATE: 9-12-2000 Not Applicable n Comments: TUES /THURS ROUTI G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: (sw ,b 4 Ui ( Wu i V q -22.-w � r. Rklst» �nwmNagatreRlrs!. o/ �fMYbrm &Y.eNw,lMt:'r9lsSCVr$47.!'X'r l.+!1�wRmleMOM1nyn;�J•.wriam'mmx rmr :rrvrmem,rv:'�!...vemo-...ew;r. - �r�vmu,�unrv+�ram:meS.a n�nsa.M..�.n DUE DATE: 10-10-2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: 1 12 - 11-07,, I Staff I Initials i vICWk. I /2- 2v - 02 I I x.52 Summary of Revision: ,�d_, , i i j 4, i4 _ 1 __ AAAA/4., I 4 . , . , 44..4 41 ��� !IRL • Receive.. Revision No. I Date Received I Staff I Initials Date Issued Staff Initials Summary of Revision: Received By: Summary of Revision: • Received By: • Revision No. • I I Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: Revision No. Date Staff Received I Initials Date Staff Issued Initials Summary of Revision: Received By: PROJECT NAME: Fob. —, 1 2 4A) - Lo t 1 PERM NO:. D20 o - Aq Original Issue Date: - •a1 -212 Site Address: 4 3 8 / 3? SI . - Revision No. Date Received Staff 1 Initials Date Issued • 'Staff Initials Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: int) Date Issued (please print) • (please print) (please print) (please print) Staff Initials ••• ,W101,1 Q re U U tz t— W u. w z � 0 ' Z H U — H W W , F es± ui z OF z City of Tukwila Department �f Community Development - Permit Center 6300 Southcenter Blvd, Suite .100 Tukwila, WA 98183' (206)4313670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fa:, e:c. Date: d 1a a ❑ Response to Incomplete Letter m ❑ Response to Correction-Letter R Revision # / after Permit is Issued Project Name: Project Address: Contact Person: Summary of Revision: Entered in Sierra on ngei--`l//.44 Phone Number. a:3•/ i Received at the City of Tukwila Pernit Center by: Plan Check/Pe:mitNumber: Sheet Number(s): (/'/ 4/17/1/ii, "Cloud" or highlight all areas of revision including dare of revision • Y OF TiJKWILA SE C 1 7 2002 PERMIT CENTER OS /30/00 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: R- 3© -o/ ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: FOSTERVIEW ESTATES — LOT 12 Project Address: Sheet Number(s): Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 4238 South 137 Street Plan Check/Permit Number: D2000-295 Contact Person: John Kappler Phone Number: C'ies) Gyl -.S Zo Summary of Revision: Nour D bcck ot., of Str 3Ac1, e-utsri• GOV of y'UKw, L 7:4 rcuis'1&3 GLou,DG0. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: • 09/25/00 J ' U o WI : J W U. w o J < . = f- al _ z �., U U The attached set of building plans has been reviewed by The Fire Prevention Bureau o and are acceptable with the following concerns: w 1. The minimum fire flow and flow duration requirements for one- and two- family " 5 z dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) 0 = shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration o' for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Fire Department Review Control #D2000 -295 (510) Re: Fosterview Estates — lot 12 — 4238 South 137 Street Dear Sir: City of Tukwila Fire Department Thomas R Keefe, Fire Chief September 14, 2000 Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Page number 2 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not Tess than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110- 22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, 5ro The Tukwila Fire Prevention Bureau Cc: TFD file Ncd Steven M Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 saw 2 iv UJ U 0 O' ca N LL wo J . a W D ` v : ~ o Z W; 2 Os: O NI 0 i-- W I • W Z U 5 2 0 Z Building Name (II applicable) Property Street Address Re; lential Sewer Use Certific ' (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs at providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name - f)( . 1,1t \4 -011.) fir t' F(.oP►„{ )1 (Last, First. Middle Initial) Property Tax I.D. Number 2lc► /...0D — 2 - . 0 Property Legal Address: Subdivision Nant tY;rre' )1 Lot ('L. Block # City, State, Zip Owner's Mailing Address P. 0. .) e' (II different from r above) r uE l.err tAl Owner's Phone Number ( 44-g- .D Property Contact Phone Number (4'L ) IA 1 - qi 2.0 Party to be Billed (if different from owner) Party's Mailing Address (II different from above) City or Sewer District \in.A — V LUUL. Date of Connection Side Sewer Permit # Demolition of pre - existing building? El Yes ❑ No Demolition Permit # Residential Customer Equivalent (RCE) Please check appropriate box: gill Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 CJ 4 -Plex (0.8 RCE per unit) 3.2 1.7 5 or more (0.64 RCE per unit) No. of Units x 0.64 = O Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = Signature of Owner /Representative t1 Print Name of Owner /Representative 6 2 Pc lam` Il ` ot. 1057 (nev. 2100) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer ;ln t• D 2OOO z95 RECEIVED CITY OF TUKWILA For condominiums, please fill out Supplemental Form A in addition to this form. PERMIT CENTER I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for det rmination of a revised capacity charge. (iLt -t 11 Date v1 r,< Part A: (To Be Completed by Applicant) Purpose of Certificate: III Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ifl Residential Single Family 13 Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: ') (Ad kti_OIM Mi p - Phone: S ---- ?)5,t 9 (5 , ■ Property Address or Approximate Location: Legal Description(Attach Map and Legal Description if necessary): - Fb - C 112 - 0 1 V∎5 E 51)--Tlz2 L—D T 12— 1 ? iA. ik 24,t2.04,—,0120 Part B: (To Be Completed by Sewer Agency) 1. ii a. Sewer Service will be provided by side sewer connection only to an existing Co size sewer 4 feet from the site and the sewer system has the capacity to serve the proposed use. OR 13 b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2 (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3 . 1111 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ elt: SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required . ❑ May be Required c. Other: By l "WORKING TOWARD A BETTER ENVIRONMENT 1 e> SEWER DISTRICT Title 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242 -1527 fj7OOO - 2.9s H11 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY • Certificate of Sewer Availability OB ❑ Certificate of Sewer Non - Availability I hereby rtify that the above sewer agency information is true. This certification shall be valid for one year from ,t ate of signature. 9/6 RECEIVED Date PERMIT CENTER - • - • • •e comp e e • • y app scant) Site Address (Attach map and Legal Description showing hydrant location and s i : r a8 0 /1 -th / tx� � 4) f . /C;2-- i:o1i rtirtirtf titration a: 'k N p , t .1 . {.. � . .,. s= �� �, 3. , z�Cj iit;/,�'�lnt�tt ;P��j',sonr _�� r :,��,�.� t" ;rfft Name: OtJL:( ea)(Q- 10c>111 Name: KaQ p ler a1'CtA^i *e t Address: Address: Phone: t-{^oas - 334 - go i'il Phone: 1 -L - Coq 1 "Jc This certificate is for the purposes of: all Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 5/3 )( 3)4 tr 0 YUL. Lt Vehicular distance from nearest hydrant to the closest point of structure ft. w Area is served by (Water utility district): C..0 U D (cs r � t `R.O taS Owner /Agent Signature: . Date: CO 2 PART B: (To be completed by water utility district) The proposed project is located within 7 _cc 1/ f k_t ra rte (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: N/vt (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided 3 Co 0 gpm at 20 psi residual for a duration of 2 hours and.will be at a velocity of available at the site with a flow of / Z fps as documented by the attached calculations. I certify that the � above information is true and correct. 1 C —CO Agency /Phone ?c G - Z (.4-z - Q sc - . Date CITY OF UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. H-ha PROJECT #: Vleu e& only if outside City of Tukwila water utility district) Minimum water system improvements: (At least equal to B2 above) RiiCGIYie9 CITY OF TUKWILA (Use separate sheet if more room is needed) Agency /Phone j toolcomi By ^► I _J Date z • w QQ • � JU O • 0 w= j- S2 u_ w Ce • a d � w z� �= z Lu U� ON c) w I r- U. wZ U= O I ' z • F625. 052. 000'(8/97) F625.052- 000(8/971 •••••nrn• I f nnnl /Inrn ••/ 1 1111.. & Detach And Display Certificate PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL. DATE:':1 f CCO s:n:DUJARD. *z0'4II04'_IZ/;I6 /.240 • SEE MDA -40'x,• Z '/ „T98 5�1 � Y :.�. � Gt� , t i cCa - .DUJARDIN'. DEVELOPMENT' CO PO BOX 1059' SNOHOMISH. WA. 98291 -1059 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL • REGIST. #- EXP. DATE. CCOL DUJARD *204L0 12/16/2000 EFFECTIVE,'. DATE • 06/20/1980 DUJARD IN- DEVELOPMENT: Co.. .. PO BOX' 1059, . • . • • SNOHOMISH WA. 98291 -1 ✓iiiiii iiiiiii�iiiiiiiiiiii�iii�i����������i����� , . Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES t_ DETACH TO DISPLAY CEP ICATE___f Please Remove And Sign Identification Card Before Placing In Billfold F625-052-000(3-92) D,, U O CO o w w, CO j w 0 2 J LL < d w E- 0 Z I--' O N w w - ' LL Z i c 0 Z FOSTERVIEW, TUKWILA WA DUJARDIN DEVELOPMENT COMPANY 0 PERMIT SUBMITTAL DOCUMENTS, LOT 12 ADDRESS: 4238 SOUTH 137TH STREET TAX PARCE I.D. #: 261200 OWNER / DEVELOPER DEVELOPER - DUJARDIN 9623 - 32ND ST. S.E EVERETT WA 98026 425- 743 -6140 CONTACT - BILL FOWLER CONSULTANTS CIVIL - ERIC TIETZE & ASSOC. 18530 76TH AVE W. SUITE B EDMONDS WA 98026 425 -771 -6212 FAX 425 - 775-0236 CONTACT - ERIC TIETZE ARCHITECT - KAPPLER ARCHITECTS 14311 SE 16th St BELLEVUE WA, 98007 425 - 641 -5320 FAX: 425 -641 -5318 CONTACT - JOHN KAPPLER SURVEY - B.L McDUFFY 3605 COLBEY AVE EVERETT WA 98021 425- 258 -4438 CONTACT - BUD CONDREY STRUCTURAL - JAMIESON CONSULTING 901 KIRKLAND AVE STE B -1 KIRKLAND WA 98033 425 - 803 -2581 FAX 425 -803 -3289 CONTACT - DOUG JAMIESON LANDSCAPE - ALI 12119 104TH AVE N.E KIRKLAND WA 98034 425 -823 -9400 CONTACT - JORGE ANGULO SHEET INDEX PLAT ARCHITECTURAL PLANS Sht 4 of 4 PLO P13 P1.6 P2.4 P63 P8.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE B - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR PLAT APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLANS - LOTS 12 SITE SPECIFIC SECTIONS • LOTS 9 - 12 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 12 CIVIL ENGINEERING C -8 FOSTERVIEW ESTATES DRAINAGE PLAN C -12 AS - BUILT SEWER PLAN FOSTERVIEW ESTATES C -13 AS - BUILT - WATER EXTENTION PLAN ARCHITECTURAL HOME PLANS (FROM BASE PLAN 4 92000 -06j) ARCHITECTURAL COVERSHEET Al. CODE NOTES A2 FOUNDATION & MAIN FLOOR FRAMING PLAN A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN AS. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DI. STANDARD DETAILS D2. STANDARD DETAILS SI. FOUNDATION SHEAR WALLS S2. MAIN FLOOR SHEAR WALLS S3. UPPER FLOOR SHEAR WALLS SDI. LATERAL DETAILS SD2. LATERAL DETAILS D2000 -295 REVISIONS NO CHANGES SHALL BE MADE TO SCOPE OF WORK WITHOUT PRIOR ... OVAL OF TUKW.LA BUILDING DIVISION. r <Oic: REVI;.tONS WILL REWIRE APB REVIEW FEE3.AL A W WAY INCDE ADDITIONAL ■• i' • FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged. Pern* No. CORRECT SON LT R # _...._.I__.._. SEPARATE PERMIT REQUIRED FOR: e% ECHANICAL t_ ECTRICAL I LUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION C7 c TI o 4Ill 7 RMir cE "rer F O w I- II�� U Z d `' 0 O V EI z w X 44c4 O L O W A 0 Ef Z a F „ y O A d z - 3 N- C) 0 03 C C r a5 a) a) m C (C n- LE ■3 NO 0001 SHEET COVER SHEET D 2Ooo-Z95 0 AREA LOT # PHASE LOT 1 1 LOT 2 A LOT 3 LOT 4 6 LOT 5 C LOT 6 LOT 7 2 LOT 8 B 7 LOT 9 0 LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 0 AREA LOT ! PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 2E LOT 27 LOT 28 7 LOT29 0 LOT 3G LOT 31 LOT 32 8 LOT 33 A LOT 34 LOT 35 LOT 36 9 LOT 37 C LOT 38 LOT 39 10 LOT 4C 0 w 4 , CONDITIONS T . CONSTRUCTION OF INDIVIDUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE W1TI-1 THE APPROVED HOUSE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPMENT PLAN OUTLINES 10 AREAS. EACH AREA IS TO BE DEVELOPED IN THE CORRESPONDING CONSTRUCTION PHASE. HOUSE DEVELOPMENT PLAN AREA /PHASE MT 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENDA 770N6 ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLE FAMILY HOME PERMITS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDA TIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDA 'IONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOT7'GS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MI TIGA TON MEASURES FOR SOIL STABILITY AND EROSION CONTROL BEFORE AND DURING HOUSE CONSTRUCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW THE IMPLEMENTATION OF THE NEXT HOUSE CONSTRUCTION PHASE. D. CONSTRUCTION DESIGN PERIMETERS ON A LOT BY LOT BASIS. E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE FILL MATERIAL SHALL BE OVER EXCAVATED DURING CONSTRUCTION OF FOUNDA TIONS, FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE FOR THE "UPPER PORTION" (SOUTH END) OF EACH LOT WILL BE FLA TTENED DURING LOT DEVELOPMENT TO ACHIEVE AN INCLINA OF 2.5. 1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED ';ONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LCWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THEIP SLOPE PROBLEMS CORRE( TED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF THEIR SINGLE FAMILY HOME PERMIT, THESE GEOTECHNICAL RECOMMENDATIONS AS WELL AS A LETTER FROM THE GEOTECHNICAL ENGINEER THA T CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDA T7ONS. PRELIMINARY PLA T NO. L93 -0014 FINAL PLAT NO. [99 -0018 D2q - 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION Or THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO INCLUDE. A. TEMPORARY EXCAVA TIONS FOR CONSTRUCTION PHASES AND MITIGATION MEASURES. B. IMPLEMENTATIONS OF FOOTINGS, FOUNDATIONS, RETAINING WALLS AND FLOOR SLAB AND DRIVEWAY PLACEMENT ACCORDING TO THE GEOTECHNICAL RECOMMENDATIONS. C. BACK FILL AND PREPARATION OF IMPLEMENTATION TO A ADJACENT CONSTRUCTION PHASES ACCORDING TO THE GEOTECHNICAL RECOMMENDA TIONS. 8. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT TF'- WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WTN THE GEOTECHNICAL RECOMMENDATIONS. 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTER'EW ESTA TES, AS APPROVED BY THE CITY OF TUKWTLA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OW►vER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS. A TTORNEYS AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEEP SLOPES WITHIN THE PLAT, PROVIDED, THAT THIS RELEASE SHALL NOT APPLY TO CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' AND EXPERTS' FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUK WIL A, I TS OFFICERS, AGENTS AND EMPLOYEES. CITY OF' SEATTLE UTILITY EASEEN1 P.M. #230415 -1 -011 THIS EASEMENT GRANTS TO THE CITY OF SEATTLE (HEREAFTER REFERRED TO AS GRANTEE), ITS SUCCESSORS AND ASSIGNS, THE RIGHT, PRIVILEGE AND AUTHORITY TO INSTALL, CONSTRUCT, ERECT, ALTER, IMPROVE, REPAIR, ENERGIZE, OPERATE AND MAINTAIN ELECTRIC UNDERGROUND DISTRIBUTION FACILITIES, TRANSFORMERS, DUCTS, VAULTS, MANHOLES, CABINETS, CON TAINERS, CONDUITS, WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES TO MAKE SAID UNDERGROUND AN INTEGRA TED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYS TEM IS TO BE LOCA TED ACROSS, OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON. TO WIT; THOSE AREAS HEREIN WITHIN THE PLAT OF FOSTERVIEW ESTA DESIGNATED AS "UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EA SEMEN TS ". TOGETHER WITH THE RIGHT AT ALL TIMES TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS. OF INGRESS TO AND EGRESS FROM SAID LANDS ACROSS ADJACENT LANDS ABUTTING THE DESCRIBED EASEMENT AREA FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, REPAIRING PENEMN(: At TFRING (so-ANGINr PATR" I ►NS v� ur�V, ENERGIZING AND OPERA TING SAID ELECTRIC SYSTEM, AND THE RIGHT A T ANY TIME TO REMOVE ALL OR ANY PART OF SAID ELECTRIC SYSTEM FROM SAID LANDS. ALSO THE RIGHT TO THE GRANTEE, ITS SUCCESSORS AND ASSIGNS, A T ALL TIMES TO CUT AND TRIM BRUSH, TREES OR OTHER PLANTS STANDING OR GROWING UPON SAID LANDS OR ADJACENT LANDS WHICH, IN THE OPINION OF THE GRANTEE, INTERFERE WITH THE MAINTENANCE OR OPERATION OF THE SYSTEM, OR CONSTITUTE A MENACE OR DANGER TO SAID ELECTRIC SYSTEM. IT IS FURTHER COVENANTED AND AGREED THAT NO STRUCTURE OR FIRE HAZARDS WILL BE ERECTED OR PERMITTED W THIN THE ABOVE DESCRIBED EASEMENT AREA WI THOU T PRIOR WR/ TTEN APPROVAL FROM THE GRANTEE, ITS SUCCESSORS AND ASSIGNS; THAT NO DIGGING WILL BE DONE OR PERMITTED WITHIN THE EASEMENT AREA WHICH WILL IN ANY MANNER DISTURB THE FACILITIES OR THEIR SOLIDITY OR UNEARTH ANY PORTION THEREOF; AND THAT NO BLASTING OR DISCHARGE OF ANY EXPLOSIVES WILL BE PERMITTED WITHIN FIFTY (50) FEET OF SAID LINES AND APPURTENANCES. THE CITY OF SEATTLE IS TO BE RESPONSIBLE, AS PROVIDED BY LAW, FOR ANY DAMAGE IN THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID ELECTRIC SYSTEM ACROSS, OVER, UPON AND UNDER THE PROPERTY GRANTED IN THIS EASEMENT OR ADJACENT LAND THERETO. THE RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL CONTINUE AND BE IN FORCE UNTIL SUCH TIME AS THE GRAN TEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERM ,INENTLY ABANDON SAID ELECTRIC SYSTEM, A T WHICH TIME AL L SUCH RIGH TS. TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE 0' OPEN SPACE EASEMENT LINE TABLE UNE DIRECTION EL 1 N89•59'54'W EL2 N00 39'04 E ELJ N09'59'54 EL. N7J'41 t �w EL5 N7Y41i7 EL6 N19 36'34'E EL7 N8 7 . 7 8 - '54 * E EL8 N09'07'32 f EL9 N5 7'20 Q Y 11.10 N8373'46 al N1375'57'E a 1 2 a 13 EL14 EL15 EL16 a1 7 a18 EL19 E120 E121 EL22 EL23 E124 EL25 Nekow'36t EL26 N00t?0'00T - E127 _ N897 56 W £L28 S75 39'11 E E1.29 N6632 39Y EL30 N1938 - `W EL31 N323512'W EL32 N8522 W EL-15 N5157 £L34 N08'45 EL35 N4 ELM NO232 - 5V EL37 N6433 - '41`W EL38 NO2 6 EL.39 N38V5 34' EL40 N64'53'41 EL41 N38t�S 3 T E EL42 E1 43 EL 44 EL45 Q 46 EL47 EL 48 a 49 EL50 ft5 £152 ELSJ EL55 DISTANCE 40 25. 10 13' -- 58.26' 102 '0' 2.52' 4 56 51.21' 72. 4 29 2 7 23 .05' 22.55 N89 366 i i w _ 46.4f N14'09'3 'E 6 35.05' N88"1 6 09 w -47 06' N881? 09 5.12' _ N16'S3'D5 32.00' _ N21 045E 25.84 N82'40 2 ?W 14.86' - N7741 '4 20.92' N52t72'47 W 32 09 : N52'02'47'W 28.92 N8920 26.97 N8970'56 24.39 - N89 16.55' 52.67 9.61' 33.40' 45.91 22.42' 38. 7 J3. _ 9.06' '8.82' 22.04' _22.68' 21. 60.03 19.88' 23.66' 41 66' 16.16' 99' N 74 79'411 N05'6 J2 w 31. 75 N34S9 J? E 25.95' NOS 9 s9 E 15.18' _ N26 S 42`W 14.9f NO2'44' 17.08' N35t25'21 21.03 N22'42'40 16.28' Nell 7'48'28 20.7 N87'48'28 10.83' N8 7 2.57' NO1'37'43'E 50.00' N35S737'W 4.34 - S553 - rfrt - - od9T 1 OPEN SPACE EASEMENT CURVE TABLE RADIUS LENGTH DEL rA C1 EC2 ECS EC-4 53.11' 4 9. f0' 33.2? 20.00 57 93" 6279'43" 1,23' 2059 36.25' 6275'18' 49.81' 142'41'51' o rn , FOSTERVIEW ESTATES A REPLAT OF 40r, • C4 A PORTION OF TRACT 6 7, RIVERSIDE INTERURBAN TRACTS AND AND A PORTION OF TRACT 19, FOSTORIA GARDEN TRACTS IN GL. 2 AND GL. 3 AND THE SW 1/4 OF THE NE 1/4 OF SECTION 15, T. 23 N., R. 4 E , W. M. CITY OF TJKW7L A, K INC hOUN TY, WASH!No TON R.L. McD UFFY & ASSOCIATES, INC. LAND USE CONSUL TAN TS ENGINEERS • SURVEYORS • PLANNERS • MANAGEMENT 3605 coLBY 4IgM1E frfwETT wA NCTON 9820 (425) ?58 -44319 FIX (425) 258 1616 • +4 A 'T . 2 / 7 Cote,' P . . JOH No 96989 SN _4 OF i 0 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 t_ LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 ./.4••••• PHASE B PHASE KEY MOD'F.D LOT # PHASE PLAN PORCH AREA 1843B 143A 2119 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2246 2108 2108 A MOD'F.D (1) 2108 MOD'F.D (2) 2246 ' 2060 C 2119 2060 A B PHASE A X • .• \ ' \ / •" \ • \ ••./, „ •• err Y , '/ / PHASE C PHASE D LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 3 LOT 35 LOT 36 LOT 37 LOT 38 4 LOT 39 1 LOT 40 2 1568A 1568B 1843A 1843B 2060 2108 2246 2119 2119 B 2060 1568A 1568B C 1843A 1843B 1843A 1843B D I843B 1843A 2060 2119 A 2060 2119 1843B 1843A c 1843B 1843A 1843B D 1843A (SEE SHEET C-1 FOR STREET ADDRESS OF EACH LOTS) USES IN PLAT . MOD'F.D LOT # PHASE PLAN PORCH AREA 6 5 5 (42) 5 6 2. 5 3. - f 4. 6 5. 7 8 9 10 HOME PLAN MATRIX & SCHEDULE& N \ 1. CONSTRUCTION OF IND UAL HOMES, INCL DING CONDITION FOOTINGS, FOUNDATIO ETC. MUST,BE PREFO IN ACCORDANCE WI \ THE APPROVED HO DEVELOPMENT PLAN. \ THE HOUSE DEVELOPM T AREAS. EACH AREA IS TO CORRESPONDING CONS PLAN QU DEVELOPED RUCTION THE CONSTRUCTION AREAS SHA L BE DEVIL PER THE GEOTECHNICAL REC MMENDA OF TERRA ASSOCIATES OR ANOTHE GEOTECHNI ENGINEERING FIRM AS APPROVED BY TT CITY OF TUIL THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY L IN CONSTRUCTION PHASES. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMM AREA TO ALLOW FOR THE INSTALLA FOOTINGS, FOUNDATIONS AND FLOOR S B. CONSTRUCTION AREA AND PHASE MMGA FOR SOIL STABILITY AND EROSION CONTRO DURING HOME CONSTURCTION. C. GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW TATION OF ADJACENT HOME DEVELOPMENT CONSTRUCTIO D. CONSTRUCTION DESIGN PARAMETERS ON A LOT B E FOR LOTS 21 THROUGH 34, THE UNSUITABLE SHALL BE OVER EXCAVATED DURING CON FOUNDATIONS, FOOTINGS, AND FLOOR SLABS THERE WILL IE LIMITED EXCAVATION AND REMOVAL OF SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 44, THE SLOPE ON THE 'U (SOUTH END) OF EACH LOT WILL BE FLATT LOT DEVELOPMENT UT ACHIEVE AN INCLINATIONO ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVE MECHANICALLY STABILIZED RETAINING WALL THE (NORTH END) OF THE LOTS WILL HAVE THEIR S CORRECTED DURING LOT DEVELOPMENT. 6. THE APPLICANT IS TO INCLUDE, AS PART OF T FAMILY RESIDENCE PERMIT, THESE GEO RECOMMENDATIONS AS WELL AS A LETTER FROM THE ENGINEER THAT CERTIFIES ON A LOT BY LOT BASS, GRO THAT THE HOME FOOTING AND FOUNDA ADDRESSES AND FULFILLS THEIR GEOTECHNICAL RECO 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEE THE IMPLEMENTATION OF THE HOUSE DEVELOPME REPORTS ARE TO BE SUBMITTED TO THE CITY OF TO ADDRESS E TO BE ENCL. DED E SINGLE F ILY BASIS GROUPED DATIONS B N OF HkUS N MEASURE& BEFORE AND E IMPLEMEN- ALFAS LOT BASIS L MATER)AL RUCTION 'OF DITIONALLY, E UNSUITABLE PER PORTION' ED DURI NG 2.5:1 ANOTE ER CONCRETE OR PORTION' • PE PROBLEMS UR SINGLE CHNICAL EOTECHNICAL DINAR ON DESI MENDATIONS. IS TO OBSERVE PLAN FIHLD KWILA AND A. TEMPORARY EXCAVATION OF CONSTRUCTION AREAS OD MITIGATION MEASURE& B. VERIFICATION OF FOOTING, FOUNDATION, R INING WALL AND FLOOR SLAB INSTALLATION METHODS A7ID DRIVEWAY PLACEMENTS ACCORDING TO GEOTECHNICAL kECGMMENDA11ONI C. VERIFICATION OF BACK FILL AND PREPARATION R11 CONSTRUCTION :• — IN ADJACENT HOME DEVELOPMENT CONSTR CTION AREAS ACCORDING TO GEOTECHNICAL RECOMMENDATI N& to THE GEOTECHNICAL ENGINEER IS TO PROVIDE CRT1F1CAT10N ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISI1ED IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATI0N& /' • PROPERTY LIVE - (MAC?' 8t9r) HOME DEVELOPMENT PLAN TRACT • 1 LIVE - TYR (TRACT 81) P 41, • 4 Dipoo 2S f e 2 se - 31 KEY PLAN 0 k 20 40 E PR •4 T25, - TRACT 'T P 2.8 4-- - -RAY 80 = 40' ei* WOO OPPRO SE? 1 8 2001 k s pew 160 A E3 r 40 E gin 13 2" P1.0 f MOD'F.D LOT # 'PHASE PLAN PORCH AREA LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 .:: A LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT19 C LOT 20 A 1843B X 1843A 2119 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2246 2108 2108 MOD'F.D (1) 2108 MOD'F.D (2) X 1 2 3 N 2246 2060 2119 4 PLC- USES IN PLA 1568A 2 1568B 1843A 7 1843B 6 2060 5 _2108 5 ( ♦2) 2246 5 2119 6 N NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C•2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. LOT 21 LOT 22 LOT 23 LOT 24 1 LOT 25 1 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 i LOT 31 LOT 32 H LOT 33 A LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 2119 B 2060 I 1568A 1568B C 1843A 1843B 1843A 1843B 1843B �1843A 2119 2060 2119 1843B 1843A 1843B 1843A 1843 B (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) LOT # PHASE PLAN PORCH AREA 6 8 2060 LOT 40 D 1843A 10 HOME PLAN MATRIX & SCHEDULE N TRACT "A" PROPERTY Li - TYP (TRACT BD _;� PHjASE - D000 zqs HOME DEVELOPMENT PLAN DETAIL ,t 20 40 E 1' = 40' Gry TUKWILA tePROVED SU 1 8 2001 ks how 80 160 A CO CO CO CO U c a) 5 ('0 3 a) co rn x A CC L1 C G ? OQ I wo �C SEILL T P1.2 p • SOUTHGATE PARK N • •-q •\ t UTTL/T)' 1✓ �� 1 1 ` 1 /1 15 AA 7744 - - 4 E TA 110N 1 BUFFER i EX UTIL'TY - -4 POLE UiL /TY POYE 1 _- / ■ .■ EX ROCIreh'r Er COW. 4lLL E,Ar ! ./, Pal" - PER CIVIL FINAL GRADING PLAN SHEET CO3.1 TRACT "A" - t / . If 1 PROPERTY //NF TYP (TR4 T BpY. _ `� GRADING AND STREET PLAN r - --- -------- ------------ ---------- '¼ `. N. `\ i A� �\ \ \. -9 . \\ ` \ s y . • • • <.7 bT TAnG"/ BUFFER i E /7TY( /NE - TYP . 'TRACT " E „ / 1(EY ;PLAN . i ♦ 1 ♦ '.4C 2C 4C 6E SE I i • POL F E g'E°5 EE d5 - e - - - � — � S 1J7TH STREET -- SEE Si+EE` C .0c. STEP v/ a ` , .. COY OF BA LA SEP 18 2001 AS sO1ED P1.5 i .1 i , L......,..„....___ Date ' By ' Description 2/23/00 JM'PERMIT SET 11/20/00 RU 'SITE SPECIFIC REVISIONS . _. 8/24/01 BMQ CITY COMMENTS CLOUDED ----- RCHITECTURAL PLAN FOSTERVIEW PLAT SITE PLAN FOR LOT 12 I 1 ' Kap�aler Architects P.S. 14311 0 1601 6I. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 • SITE PLAN NOTES I. THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTUNE& THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN Z OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET PL6. 3. ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CIVIL SHEET C-& TOWLINE FOR HOME SHALL BE 4• NON-PERFORATED ADS N-I2. PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTUNE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTUNE TO STORM DRAM. S SANITARY SEWER - SEE CIVIL SHEET C-I2. SANITARY SEWER SHAU. BE 6' SDR 36 WITH A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS & WATER SUPPLY FROM METER TO HOUSE IS 3/e TYPE K COOPPER WATER METER FOGTICHT #1 CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C-I3. T. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER r OF 6/r MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20-0'. MAXIMUM SLOPE ALLOWED 18 15IL LOTS2,3,4,5,6,1,8,9,31,32,33AND34TOHAVE RESIDENTIAL TRENCH DRAIN TIGIITUNDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. & CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS PW , Pt1 , P1.2 , P1.3 AND Pt4. • EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER K. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET Pt& • 1 20' FRONT SETBACK = 33d30' = 120.00' 70.17' 0 120.00' 1-7.76' = 31d2 32 = 80.0 7 75 AT & tux.) • D woo 26.691 .J 5 UTILITY r" R = -L. = have ben hy I' -1Crlt for corito! C Accc'etanc- orrci-3 d- nct - : - • ds or ordinan: 7 " of the t'..: cr. Additions, dc!ct,31:7; L II" ,o c:rawings after this &.te this cC. tflC c and will require a resu of rc. dkwblas fr..r subsequent apprc,val. Final is subject to field inspection by V I' utilities inspector. 1). CI ( v., oi By: AccE% • D kit-10 0 5 10 20 40 SCALE : r = 10' C.1.4 0 TITLE 98013 .Y713 NO.. SHEET P2.4 • • - - - — — — s 1,37111 AVENUE ._.—.—.—.—._._._. SIDEWALK -- f ../.1324Atv.a _ _ _._ _ _ _ . _ . _ _• ._. . 4.-- -----"I - - - ----:_ _-„,_:: _ . t ___ : ____ 1 . — — • - - rtrua:oitADE roi tor BUILD ovr _ _ _ __..._ _ _sr ......— • _ . . . . . . . . . . . . . . . . . . ._.—.—. . . . . . _ . . — • • 0 - ^ L PINAL ORA= FOR PLAT APPROVAL • sC REMIND ORNININAL ORADR 1 PUSAL a i7441 poi pa i APflOVAL IMMO ORIGINAL GRADE - SITE SECTIONS FOR LOT 09 Scale = 10' rt. PINAL GRADE POR LOT WILD 01)T . _ SITE SECTIONS FOR LOT 11 Sae r 10' - - _ NV 1 4 _ _ L • - • • , _ .• . — • • . . - '7 *7" a 137th AVENUa -- • — • — Lift AA — — • t - - -- t SIDEWALK rr la REVISED ORE !NAL ORADI PAIL GRADE POI PLAT APPROVAL — . . . . . . . . . . . — REVISED ORIOUNAL ORADR . - — . — • — — • . . . . . . . . . • . . . — PINAL GRADE POI LOT WALD OUT – SITE SECTIONS FOR LOT 10 FINAL MIAMI POR PLAT APPROVAL . . . . . . . . . . . . . . . • PINAL OLADI POR LOT BUILD OUT --' rm. Scale = 10' z ;1 – I k Z000 - Z SITE SECTIONS FOR LOT 12 Scale r = 10' 4 r-tr Nt - - - . Wer SIDEWALK • • nz - . . . - _ .__.__.__. ITT Nt . IW _ 137th PLACE. • - . . la tir et. Nt Nt Nt _ I wr Ili: a fir . . . -1 I Iv . . . tor z 0 TITLE SHEET P6.3 L.. R.'3 r TOP OF J BAR i r Z 9J 4 TOP,iOF FIG RETAINING WALL DETAIL FN(54( GRADE �- -- TOP,&OF FTYG FNI$ 4 GRADE _ 1 tr _2' CLEAR •r 2 - • 1. 8 J, 2 -2' - ,r RETAINING WALL DETAIL 11 ` (b) ~4 BAR CONT i (DIN. 3 SWEET A -1) `t - SOLID SUBSTRATE - 4 SEE DETAIL 3/P8.0 FOR 2 2' - 4' FOOTING DRAIN CONSTRUCTION (Div 2 SHEET A -0 RETAINING WALL DETAIL 3/4•.f-0' 1 4CLLAR SURCH4AIE1 E , ,L 5/8'•x10' AB 11 2')G"X3/16' SLi STEEL PLATE 1u45(ERS • 4' - 0 . OC (DV. 3 SWEET •-,) ExCEPT AS NOTED C61 SEAWALL SGEDULE 1' Mx EMBED 2: '4 BAR • T ✓ ART BAR • 14• oc, F1LL (EIGHT OF WALL (DN. 3 SHEET A -1) S YEW J BAR GR60 • '• oc (DIN 3 5%EET A -1) DAMP PROOFING ( DIv. 1 SWAT 41) ✓ HORZ- BAR • IC oc (DIN 3 SWEET 4 -1) •4 HORZ. BAR , 3' - 6' • 14'0c (Dlv. 3 SHEET A -1) IIGHTLIE (1) '4 BAR CONT /DIN. 3 54EET 4 -U SOLID SUBSTRATE SEE DETAIL 9/1.80 FOR FOOTING GRAN CONSTRUCTION (DN. 2 SWEET A -I) 5/8' •x10 4B. W 2'x2x3116' SLL STEEL PLATE WASHERS • 4' -0' O (Div 3 SHEET 4 -I) ExCEPT AS NOTED ON SWEARUALL 5CWEDLLE 1• MN EMBED (2) '4 BAR • TOP •4 vERT BAR • 12' oc. FULL NEIG111 CF WALL (Div. 3 SWEET 4 -I) X .3 ART J BAR GR160 • b' oc (DIN. 3 SWEET A -I) 9 DAI-IP PROOFING (D'' ✓ 1 SHOT Ai) "HORL BAR • 8' oc (DN. 3 SWEET A -I) V HORZ BAR 3' -b' • Q'oc (DIN 3 SHEET 4 -1) TIGHTL NE • 4Rt. • Fµ54 GRADE -01 NT ((FOR FROST>r TYP. DECK CROSS SECTION 3/4 -Or RETAINING WALL DETAIL 3/4"111-0' FN15H4 GRADE 3/451.4' Air t 7 `It ;n z om WO DECKS MU. NOT BE USED FOR ALL cav'Tfctd _O•R DECK O4'! WIEN GRADE REWIRES I' - 3' 8' I 10' ,, NTS N 'S I it CLEAR 115 8' k 10' FOUNDATION DETAIL 2416 RATING 2x2•5 V2'OG (CIS DIST BT*4 NOT TO ExCEED 4' 5/4 a 4 TK GDR DOUG 243 P DECK JST AT 16' OC ATTACH LEDGER v 2 ROOS OF V1' LAG BOLTS AT W oc Tl P TJI FLOOR FRAMING 4 R!1 BOARD PER PLAN 1.01) P.T BEAM ECG** TO P0515 ABOrt AND BELOW 2. FACIA BOARD ( 2' GREATER DEPTH THAN JOISTS) (I) 3/4' LAG BOLT AT EACH END bxb Q€E BRACE. TYP 6,46 P.T POST •✓ CBbo FINISw GRADE (4)•4 BAR VERT 1 STUB INTO FOOTING •4 BAR MAP • IT oc Mk TOP AND Boron 36'x3$'xH0' C. PAD W (4) BAR EACH W4Y ON SOLD 5IB5TRATE FOOTING DEPTH PER 4EOTECH ENGINEER 5/8'•x10' AB. W 2'Q'X3n6' SD STEEL PLATE WASHERS • 4' -C Oc. (Div 3 SWEET A -I) EXCEPT AS NOTED ON SWEARW4LL SCHEDULE V MK EMBED (2) '4 BAR • TOP '4 vERT. J BAR GR60 • 14' oc (DN. 3 SHEET A -1) DAMP cROCFNN(G ( Dv. 1 514 Al) 4/ HORZ. BAR • 1C oc (DN. 3 SWEET A -I) TIGWTL NE - SEE DETAIL 9/P80 FOR FOOTING DRAIN CONSTRUCTION (DIV. 2 SWEET 4 -1) (4) M BAR CANT. (DIN. 3 SHEET A -1) SOLID SUBSTRATE SASYxir A. 11/ 2'X2')(3/i6' S.Q. STEEL PLATE 1M54-ERS • 4' -0' OC (DIN 3 SWEET A -I) EXCEPT 45 NOTED ON SWEARUALL SCHEDULE 1' MK EMBED (11'14 BAR • TOP 0 4 ART. BAR •16' oc. (DIv. 3 SHEET A -I) 4 4 vERT J BAR GR60 • 8' oc (DN. 3 SWEET A -I) DAMP PROOFING ( DIv. 1 9141 AI) •4 HORZ. BAR •10'oc (DN. 3 SHEET A -I) tIGaWTL NE SEE DETAIL MVO FOR FOOTING DRAIN CONSTRUCTION -- - , rm.: (DIv. 2 SHEET A -1) H , c (4) V BAR CONT (DIN. 3 SWEET 4 -1) SOLD SUBSTRATE t FOOTING DRAIN DETAIL 3/4 11121€ FOOTK's DOES NOT SLIDE N THIS CA'D)T -0N. FOOTING SPATES HORIZONTALLY )c, E I� ' v TOP AFB NLTS. FOUNDATION DETAIL 3/4"4-0' ,, 8 ' '�'S FOUNDATION DETAIL 3/4'44 -O' FOOTING DOES NOT SLIDE N 11415 CONDITION FOOTING SP HORIZONTALLY TOP OF SLAB TOrOFJGIR 1 I�b 1' 4 4 . e ' FOUNDATION DETAIL 3/4 TOP OF SLAV S' L 8• 2' -6' (/ *4LAR STRUCTURAL FILL SEE SITE SPECIFIC FOIOCATHANl OE•4 ROR FCC'NG CONSTRUCTOt FA ino - rtIRAF1 SAO= OR EOLLAI r 1TLIE IIASNED V8' MATERS& 2' -O" MIK OVER FOOTT1 DRAIN 4" MOOD PERFORATED PIPE (4i MM*t SLOPE - (2) •4 BAR • TOP 5A3' •IC AB. ILL 2iQ5N3v16' 50. STEEL PLATE WA5 .415 • 4•-0' 0c. (O(v 3 SWEET A -I, ExCEPT AS NOTED ON SWEARIALL SCFEDLLE 1• MK ET113ED ✓ ART BAR • 16' OC. ALL HEIGHT OF tli4LL (DN. 3 SHEET A- it 4 4 VERT.J BAR •8'oc ION. 3 SHEET A -1) '4 I4ORZ BAR • 10' oc (Div 3 5WEET A -I' DAMP PROOFING ( DIv 1 54-(1 Al) TGHTLNE '4 HORZ. BAR 3'-0' • IC oc (DIN. 3 SWEET 4 -1) (5) '4 BAR CANT. (DIv. 3 SHEET A -1) SOLID SUBSTRATE SEE DETAIL 9/P8.0 FOR FOOTING DRAIN CONSTRUCTION (Div. 2 SWEET A -I) 5/8• •x10' AB. W/ 2'X2'X3/Ib' 5.0. STEEL PLATE WASHERS • 4' -0' Oc. (DN. 3 SHEET A -I) EXCEPT AS NOTED ON SWEARWALL SCHEDULE 1' MK EMBED 12) t4 BAR • TOP ✓ AERT. BAR • 10' OC, FULL HEIGHT OF WALL (DIN 3 SWEET 4 -1) q4 ART J DAR • 5' oc (DIN. 3 SHEET 4 -U 14 140R2 BAR • I0' oc (DIv. 3 SWEET A -1) '4 W40RZ. BAR 3' -0' • l0' oc (DN. 3 SWEET A -I) (6) '4 BAR CONT (DIN 3 SWEET 4 -1) SOLID SUBSTRATE SEE DETAIL 9/F`80 FOR FOOTING DRAIN CONSTRUCTION (Dv 2 SHEET A -I) 5/8' •xi'' AB. ■/ 2(2x3/16' 5Q. STEEL PLATE WASHERS • 4' -0' OC (DIN 3 SHEET A - I) EXCEPT AS NOTED ON SHEARIIALL SCHEDULE 1' MN EMBED (2)•4 BAR •TOP .4 ART BAR • 5' OC. FULL N 45441 OF WALL (DIN. 3 SHEET 4 -I) 'S VERT.J DAR GR60• (DIv 3 SHEET A -1) '4 WOK BAR • 8' oc (DIN. 3 SHEET A -I) TIGHTLNE N HORZ BAR 4'-0' • 9' oc (DIN. 3 SHEET 4 -I) 1 ` -` (e)'4 BAR CANT (DIN. 3 SHEET 4 - 1) SOLID SUBSTRATE SEE DETAIL 9/P80 FOR POOTNG DRAIN CONSTRUCTION (Div , SHEET A -I) - DAMP PROOFING ( ON 1 5141 Al) .n TGHTLINE Tf2EasJdR DAMP PROOFING ( ON 1 9141 Al) v 8' / B' A MS FOUNDATION DETAIL 3/4•=f -or FINISH GRADE T OP OF J BAR NOTE. 5D6 . 11 T BE N z PLACE PRIOR 10 �y I AOKILL OF WALL Q ` TOP OF J BAR €YIF E NOTE: 5D6. MUST BE IN .m z PLACE PRIOR TO MI ;n BACKFLL OF WALL WITOP OF FUG G FOUNDATION DETAIL 3/4'44.0' FINISH GRADE 3/4"4 -O' T F n NOTE: 5.00 MUST BE IN 4? PLACE PRIOR TO sal ;9 BACKF)LL OF WALL TOP W TOP OF ', ' , . T: c.04,, rl • Y ' 1' 8' I' ' NTS -3 NT A - " R' CLEAR -- s'-?' k 10' ,y NTS N'S FOUNDATION DETAIL 7.7 47 I._ . T V 11 2' CLEAR FOUNDATION DETAIL TIGHTLNE •4 wORZ BAR ? -D' • Ib•oc . . (DIN 3 SWEET 4 -1) \ s - J wary Aa * 2-)a 313Ar 5.. s1814 PLATE NA5i1 #6 • A OC (ON. 3 SHEET A- Exam A6 NEW Co. S►EARIMLL SCIEDWLE 'ah WISED (2. 4 BAR • 1 7P �4 .er BAR • 7 oc RILL 44440 OF 161,_ (DIY 3 SHEET A -U tiART .SAR•6'oc (DN 3 WEE' A DAMP nROCFMG / ON '4 W M. B-1R • 1C oc OrElt.AP `*IM) (DIN. 3 SEE' 4 -4' (5)'• BAR .G1(T (DTv 3 WEE' A -1) 'SEE DET4'1, 9/P90 FOR FOOTING DR AN CONSTRUCTION (Div 1 SHEET A - / SOLID SLESSTRATE 4' CANC SLAB OrER 4 ROCK c•AR : APO* BARRIOR 5/8'4aid' AB Ili/ ?)c2 X3J16' Sr1 STEEL PLATE WASHERS • 4' -0• OL (7V. 3 54EE A -'' &CEP- AS NOTED ON 5.E4/WALL SG►EDtLE 1' riFt EMBED (1' BAR •TOP .4 vERT BAR • Q' oc. FLLL 'EIGHT OF WALL ION. 3 SHEET A -I) S vER1. J BAR GR60 • S oc 101 3 SWEET 4 -: • DAMTp PROGFICG ( DN 1 514T AI) ;n •4 HORZ BAR • 10' oc 1' -6. OVERLAP (MN) (Div 3 SWEET 4 -1; SEE DETAIL 9/P8:0 FOR FOOTING GRAN CONSTRUCTION (DIv 1 SWEET 4 - (b) 1 4 BAR CONT (DIN. 3 SHEET A -1) SOLID SUBSTRATE 4' CONC SLAB DAR 4 ROCK OVER VAPOR BARRIOR 5B' •xI0' 4B. lily YX2'x3n6 SQ. STEEL PLATE WASHERS • 4'-0• 0L (DIv 3 SWEET A•I) EXCEPT AS NOTED ON SFEARW4LL SCHEDULE 1' MK EMBED (2)•4 BAR • TOP K VERT. BAR (S' -0' MIN) • Q• oc (DN. 3 SWEET 4 -1) 9 z \ Toe OF J BAR ART. J BAR GR642' • b' oc .O DAMP PROOF'"HG ( D"✓ 1 5. 4,) F ai . .1 (DIv- 3 SWEET 4 -1) '4 HORZ. EAR • 5' oc 1'-6' OVERLAP (MN) (DIN 3 SHEET 4 - I) TIGHTL IPE ' 4 140RZ BAR 3'-0' • 12' oc (DIN 3 SHEET A -U 1• fl d( SEE DET41L 9P9/P FOR Co - FOOTING DRAIN CONSTRUCTION (DIv 2 SWEET A -1) (6) '4 BAR CCNT (ON 3 SWEET 4 -1) SOLID SUBSTRATE 4' GONG SLAB OvER 4' ROCK OVER vAPOR BARRIOR 5/8' •xIO' AB. UL/ 2'X2 5.D STEEL PLATE WASHERS • 4'-0' O.C. (DIV 3 SHEET A I! ExCEPT AS NOTED ON SHEARUALL SCHEDULE 1' MN EMBED (2) BAR • TOP 14 VERT. BAR • 10' oc, FULL WEIGHT OF WALL (DIv. 3 SHEET 4.1) 1 5 ART J BAR GR160 • 5' oc (DIN. 3 944E1 A -)) N HORZ. BAR •b• (DIv. 3154E1 A -1) DAMP PROOFING (DIN 1 514) AU - -- •4 HORZ 3' •0' BAR • 10' oc (DIv. 3 SHEET A -I) - (1)'4 BAR CANT (01v 3 SHEET A -1) SOLID SUBSTRATE 4' C.C•C SLAB OAR 4' ROCK OVER v4POR BARRIOR X 4 t e0 QI NOTE: FOOTING DOES NOT SLIDE IN THIS COND(T ON. FOOTING SPANS WORIZONI ALLY. FOUNDATION DETAIL FT 'G 3/4 FOUNDATION DETAIL 3/4'4 -O' TOP OF SLAB i000--Z95 FOOTING DOES NOT SLIDE N THIS CONDITION FOOTING SPANS HORIZONI ALL T IQP_ SLAB TOP OF J BAR 3/4'rf-0' •�' SEE DETAIL 9/P80 FOR FOOTING DRAIN CONSTRUCTION (Div. 2 SHEET 4 - I1 VEHICULAR 5URG'44fCGE CLEAR FOUNDATION DETAIL 3/4•4-0' or, OF Tt) o APFRO FNI W il 1 12' CLEAR 1 1%4 8 . ? ' '0 • FOUNDATION DETAIL 1:'•.10' AB W 2')C•X3;T6' 5D STEEL PLATE ILIi5WER5 • 4• -0' OL. (C`v 3 SEE? A. ' ExCEPT AS NOTED ON 9-1EARILIALL SCHEDULE 1 • P 'PIING (2) •4 BAR • T '4 14101?: BAR 12' OC. -b' GORIER OVERLAP : DIV 3 56-EET A -I ) 1 4 ART : E4R U6' OC ALTERNATE BENDS (DIv 3 SHEET TIGI.ITL NE D41"IPPROOFNG /DIv. 1 SHEET 4 - I) SOLD SUBSTRATE (3) BAR GOVT (DI,/ 3 SWEET 4 -), Sie4.10' 4B UY 2'x2'X3n6' 5.0 STEEL PLATE WASHERS • 4' -0' D.G. (DN. 3 SWEET A -I ExCEPT AS NOTED ON SHEARIUALL SCHEDULE 1' MIN EI` (2)N BAR • TOP '4 ART BAR • 16' OC RILL WEIGHT OF WALL (DIv 3 SWEET A-u 4 4 vERT J BAR • 8' oc (DIv 3 SHEET A -U V H40RZ BAR • i0• oc (Div 3 51-EET 44U DAMPPROOFIG t DIv 1 5441 41) TIGHTL IE (5) '4 BAR COW (2 AT TOE (DIv. 3 SHEET Al) SOLID SUBSTRATE SEE DETAIL 9/P90 FOR FOOTING DRAIN CONSTRUCTION ( Dw. 2 SW4EE' 4 - -4- -- 5/8••x10' AB W/ 2'X2'X3/ib' 5.Q ��-r � --t STEEL PLATE WASHERS • 4' -0' DC (Div. 3 SWEET A.;' EXCEPT AS NOTED ON SWEARWALI SCHEDULE 1' MIN EMBED /2) BAR • TOP .4 vERT BAR • 2' OC RILL WEIGHT OF WALL (DIN 3 SHEET A -1 •4vERT J BAR •6'oc (DIv. 3 SHEET 4 -v '4 HORZ. BAR • 10' oc (DIv 3 SWEET 4.1) DAMP PROOFING ( DIv 1 5141 Al) T IGHTL NE -- V HORZ BAR 3 0' • 10 oc (Div. 3 SHEET 4 -1) (1)•4 BAR CCM (3) AT TOE (DIv 3 SWEET A• SOLID SUBSTRATE SEE DETAIL 9•P80 FOR FOOTING DRAIN CONSTRUCTION (DIv 1 SHEET A -I) 4 14 4 '41(X _. -- CC 0 <Q Zir a 0 � CC c' > W J _ 7 a Z O m m O 11) 0 Z 0 (1) .8 NO ` () '.L n TITLE ■ SHEET P8.0 • x SOUTG1T`iiE . PARK 20' PU..£. O7UTY/ r EVESTXrA,V 5477404; 17 5.4,40 . t C 'e EAR EVr L Y.L n iI. r } A.t. 1L V 26 Ca::12:': CO EX RO1 ERr EX CUY E X CCn'C. MALL (S Y4GY T Na 3 I rO R4141 \ r'£ SRI 0 l�AWnCe_r { ( Nl7TF AS -.81,4 .8arrr r {/ AND gRA , rv , Rik" Z.117 ASP,5A TT ,q FR ACT , FR t+�rrW' bl'74 Nat ar,ca NO RA° 237A T aff. 27 ;i S FTC DRAW. LI i r V .d f`' PE"A$ENT A FiZR 6NAL 12 1 -- r x5837 • TRACT „x �. raa*+vin nArcr w \_ 1E 171.4„ � � �A ti_ ` `'1'i }►_ f I -- .. tea NCr% NOTE.' DIE FOLLORNC CBS ARE ACCESS OR ✓UNCTJON STRUCTURES, NOT INLETS AND HAVE SOLO COVERS 5, 76 184: .I 186, 24A, 29, 294, 30, 40, 404 42, 451 I CATCH &AS /N DATA' 3)7H PY.4 a ARE 70 FACE Cr aqs ortga c14 41.4hir PRESENT.) ?T nFV 1 2.22.38 3 (8%Y 2 276 48 215 8189 10 8 ) 2GO 05 (3' {) 2(8 / 1 2 , ? 5 1'ti/49.. 75102 (11 7 174.77 77773 (12'50;2 (71: (6'1109 6 774.63 771 d ;5 C 70 16895 4 (72E7 77 160.10 1. 3F' 52 1 12 17,930 T (1 , T r2 i'JSSr; 73 1615. 3e 1,5442 (12 1 14 78320 175. 4 (1215= 77785 774 (12' 16 775.87 5 77 4746, 72 774,97 1 L2 .4467 1446 IVYS".A 54 GIN p SEP 18'2001 r�S 140TEE DRIG DMSt N SOUTHGATE PARK EX SAN MI- /9- .30 RE • A7 ; • g■ SPECIF/CA 'IONS ALL NOW SVALL or jy co/WRINIANCE *PI MT DOT (APM4) STANDARD PLANS „SaracC,4 //MS FOR R244 ofix964 AIND AIONICYPAL COVS7RUCPON CITY Cr RAMA PUBLIC MDRA'S SEVER CCWSIMUCI7ON AM; DEIROPAIINT S TANDARDS AM? VAL WAr STIER PIS /RIC T STANDARD Scraf 7CA 77ONS. MAIWCIES SYAU ar 40-NOV GYM/VIM rear . MTN ECCENINC COVES PIE MAMA& NOWT ar Pe RISER Al PC CONE SHALL & 21 /MEX INaUDING IMAM" AV DOPER AASE ,SrO77C4V &SALL OaVTAIN A PREFABRICATED COVCRETE CNANAEZ kVA .%1PPORIE3? PLAS17C LINER 8). &V LINER L 1P OR EWAL, ALL 41444 SNAIL BE afiAMELED IP 7h IPONN Or PIE -WHEW 1M NNW Or Ile 01/72ET ..SFMEP SHALL BE 4 AINAlak ar fl t frer NE2Olf PIE INCOA/RIC MEAT ELEVATIONS ALL MAINOLES SMALL HAW LAPS AW SRITTY STIPS SEWTI PPE &Mid Ar PK ASP/ a-say4 szoR .35 NO7E. AS-8U/LT /NFORA1A 770N IS AS 2' .9/JO/9.9. MANHOLE ZIPS AFTER I7NAL LAYER OF ASPH Al T PA WA/ENT /i7 , 4 5 bric.;1 . /N PA kFMENT ARE /Al A 7):: R/4f aEVAITGWS Al A CHANGE APPL/ED. ,.....,,,,./...... ...."--/ .....".....7 117711 TY FASEMEAl \ \ • • ir \ V; ', , 1' \ , \ \ , \ \ 2,- F • A ,•,, 4 /9- J.' -----, ' A '',, V \ \\ 5 V, 5 ef- At„ - -• '. ., \ .....,„ \ \ , ,, 1 • 1 ‘ - r- 5 24 " 25 26 owl 32 1#1125 33 35' 5' uric/ rr EA.WMEN7 / AO' tzt - - • hvia • 30 ix sAbv i po-12 RE" VS 4.6 *E" 1x 2 ta /14 51 (x AWE)? y , '7 4'4 cer N) 4213 411, oar ,t`n• 1#.12J .,,igi.- \ \ .0; . / .\\ \ • . \ / N .. \, \ • \ EX COVC Mkt D2 0 95 TRACT "A"/ ARTY LAi( - MAC,' SDP) t NO7E. SEE .SHIS C-6 AN PROFILES ktl- . \ \ N \ N 711 \\ \ \* \\ \ 17 /VOA , 71? GRAPHIC SCALE MMILL1111111=M Vet 38 20 40 80 1" 4 40' 10' 171/ lY EASEMENT 15' /*WAIF SEW? 0/m4%4 ar Ener MOW IF ; Ziff EINP j MY X i#479 \\ ,. A EWE' OF EX ASIWAL r ' \ /1 (A9AACOer) , i \\ ' \ \\ I ■■.............■-_■ \ \ , :. \ \ \ \ \ \ \ \ .. \ \ l \ \ \ I i mr.4 1ER COI/R.Z \ -.K. 1/ 1 . \ k \ Ct 1 \ \ \ . , \ \ \ , \ \., \ \ \ \ , , 1 ,'s 1 \ -, \ • 1 ‘ , i / \ • \ kj - ; - r-- , PROPIFRT)LAI• - 7,P .'• (*ACT WV TRACT /// if, 4 TC • r 39 40 AN ALLIGRE ENIERPP MA NHL/ P/P I OA 7 "A 21; Aft_112. _Star 1 2 .9 .5.5X 2 EX 72 7IX 4 6511 4 5 •941 7..Ls 5 7 2 5?* /0X2' 8 19 /0351 9 8841 6 9 5X 11 ' 96.-T 1 7 12 14 95X 12 8662' ;3' 14 5291 /4 15 724X 15 18 15201 7 5 45-1 15 2242' EX ?446X 19 15 20 7222' 20 cc (10T , \ IM TER COVRSE \ • z , .1- \ 1 • RAV - i t• ,/"X SRAM 4 8 79.9 9.! g 17S 70 10 17 72 7 1.; 74 J,1 /4673 /3547 135 32 18 12090 111 50 116 95 18609 17553 triPOM 4 2; :7554 (rRose 7 5- 7 4 7; 2C 206 78 19758 • j• 4? 57PITE --EX SAN 4411 4 Off:}- - RE Y4955 R/lf• )i 1 42 ' ' (8 " iv) ,6 '41 4, (8 5 ( I.' 1 - 747 .3..f (8 ..,:) i EXPIRES ar.i--,as .71=altrec -- ta. - =..seamesaarateeftlzetamalmolaarrlevram,msaraimer PLANNED RESIDENTIAL DEVELOPMENT FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT C5MPANY C.VERt 0 1.14-50 , 1,16. 7 L r .4,1.4 741 t , 40 4 .410P1' '7' 6.9 '5.5* 77 '5.935 :-:gf 4 ' '73')' .• 72 87 :712.9 •.9 169 53 16 166. 72 ;8120 r 70 42 ;7013 75372 /5342 75922 (X7P,W .41/1 '5922 -Wat 44H 10.) 15e 72 /04/0 7 47 90 ;4 7 45 ' 14265 15548 135 '2 (PPO4/ /d) (/R0/1 41 7j 44. 6' 'TN? C-12 F-- o LLJ • • T Ilwl719FMAN SN.' OF 25' .tVr,T 717 ANN7AN OFT OF NOME QEFZECT 11147EAM/AW MAX CF 25' PER .PVT AS AMU 70 LOCATE 1114711P11MW AS AYaCAlED ON PLANS WA 7E7? ALL AEAVil50 HYLrPAN1Y MAU BE 42JIE7ASP 70 1M M41ER 4267R/CT YAK BY 7Itr C ON7RAClat El c£ of Y A5' /AL T - ILINIO r,IS99K le MI5 AEIM u 5' IX4IX/1/77t/1Y EASTACNT CMNtE LAID STANDARD NOTES 1. AAPPA2A211,47F LOCA71GWS OF E17<S'1JIC 1177111AFS HATE BEEN 09TAIIED MC MI AVM ARE A2'.LMS AAV AM .57VMN FOR CCWIEAMMVE CirrI7RACIOP P 4U 6tlF RJEWOIC VIE Fa? iE1P11Fe.A f»Y OF LOCATION 9 AMA Fa? Lt1 SCOIE1'Y CF POSSIBLE I4ZW CWAL U1ZIF Y NOT .SWIM' .92 AS la AMC a44 4t+E aP L1577 : DOE GZ1VIRAC7D? .SHALL GVYVTACT A'IE 1/77 /lES U DISP i4CUNO LOCATION O N7F7P (1-000-424-5555) PRIOR 77 GL'NLS7RlUC7JL'W. OIMER OR M5' RiStMESENTA Aif .S7/ALL 6E CalITAC1fD f A UI7/TY COVfLICT EA1 ST3S 2 CLWIRAC1D? . 'M L 100771F Y 146771CT DOWER A MWM N aY 48 MOPS AV APLW.t F' OF. ALL ALFZN'iES7S FLIP safava 7ESIAM4 OR A S EC'T/0V J CCP/MACAW? 5 Fa? COVD CY AT 1,IE aF" STAKJW ff GV2WIRAC7LD SHALL FLOW/ .9O° LWAMAVS APPRO AL WOW REEL RaI BY D E L#ETAt .Spl'C71FW.47 •5 AM' FD' VARIATION MOM 170" D021VEE7P5 LIE3iU+r'Il 5 COWRACIA'P WALL A16TALL EDUPAAENT ,1V ACWROANCF NMI AIAMA AC1L14DP3' 14Et:CitO1917LA 110/4 MD /725 A 17I 's AAl7 Q'7Y Cr 11X11Vt,A STAAIAARDS 09. $VALL FLOWN ALL AU R7WALS 7 ALL %4 7E7PMAIN PPE' SHALL Ai' F' 04.1C71E RON aASS . Pr.6H-GW ,42WT aP AvaVAAO AL ufawi; NT -LINED (AN9 A21. 4 EX7E FILM? GI 47ED WIN GU41 TAR VARAM AVS'TALLA1xw 7D 6E AV ACCCHVANCE NMI MANUFACTURERS' RECONAIENDAMWS ALL F7f7?, ' SHALL BE CAST AYCW AMC .9640 LW OW W ID APPLICABLE '1 i 5 OF AA 67 STAAWARD A21.14 Alt. ft, 9/6.Z 876 4 AAV Alt. X 1117N A 400AR.IV PAFSRAFF RA/ANC Or 1.W PS7 AAV L 6E CENEVT- LIIl7.i Et ALL C47 iti41 iE3' 10 BE A A 2LE7P. ALL HYAPAN7S 7D 6E JAAFZLER Lit WT -AVS AAD USE TAPS 70 E AIAAE BY CON RAC7AP 1b /125 51.01S PI T, DYail1EER AAD 07Y C ' turtocA AIC7°t''C1C1? 6457 AG►7 F+FD A'Ftzws AV AOVAN E A2 CAST APCW AEaA4AICAL . 2NT SUFIC L O AIA^iS REQUM /7. TAPPAC SLEEKS „WALL % 44E 71E7? CAST d'aiC .ASV EPDXY AUf 7ED Sag, OR R WAC .SST MAF/ STANCE SIFLZ FLAME E 12 CVaV1RACIOP its RESPOVSME FOR IERI FIWC ALL £l7SIRC Pt14F' 17tXFS MC 92ES FOR t.>1lPLA VS cowman a/r-ox AAV LAE TAPS 1.1 .7 7/1 /WT A/WMK.N/ C OWR OiEW ALL 11141t7PNAIN APES AA LiE1E20A 10 PAY flap SIAM 02141fTY MID WV AVSPECADV ff1F'S► 15 ALL JIVER LAe^A 1X.i%6 1D SE GVtRi414OV147ED MAF/ *ER D S715CT /725 .SZAFE*W1LF7IlAE VT. 16 ALL EAS7AM17 Mar HM 2RAN7s AAfl7 A/AAKS I0 AE OPERAllaVAL PRIM 779 GO NEAC1EitENT or GV24167R C77CNi 17 A 1 C7A4MarS ARE 10 SW awe MAAX/T MR/77E7V AP19iVIAL BY 1ALF 1ID AIM Si'AFY7PI V1E70- ENT dP LI S11NCT ENC7127P AAV I?i an or mw it t,A Pt6lt C NORM ~NEVI. Id REFER 7 C 1117 #115 CVAti7Y771CAkS' AAV STAN:Wag AMP 77? A E aTY aF' AMNIA SrAlil",AIA9 .SIF 71F]C.4F m3%6 ALL IPL /�MN COVC NOW AAV AETALS 15 Pl ICC 4/4►' S VP E LAW AAO rAP COM'IL'C176WS FOR EACH EttflAW 1041ER AETfR. Pct A/AAIi'4V ALLO11140 E Q F7V 71ENCN 964U i" it FEET. 21. 516107* ACES RIA OF COit7PED NAM AU P1701225' OF PRECP/TAACNt Bi kadraFD PRAM? GYMFACIJCW AA17 AA S'IUK COMM 1E5'T REWIRE, MD COWS o r AFST,v MAWS SLAMMED 10 NE a flIACT E AP/Al27P ALL nam ACiJGW UNDER A4iE52 AAV 7RAF77C AREAS MALL AtLF" .9517 AGI.l9M I QTY MaDO9ED ATOM)? PER AS7of 0- 1557 ALL OA'I R ARLF"AS 70 BE J2r A/AA!'.A/ AE7it9'7r .4120012" P14gCTVA! Al ALL $4 ia INF IIIVRANWY A417 SE7PiICLF•S' 10 NE AEME ? STOP 70 BE AW2LIDED AS PART ar Ai PRESSURE AMP PURITY 1E577 NO EACEP110Id 24 ?RAMC GVayimz SIVALL AlF' AV ACCOWAAar MIN CITY OF 7&911,4 AFINAXEMEAPIS A5 ALL APSE A147 APPIA??E7VAACEY 10 AE 7ESED 10 WAN 10 #W AF' ANY COMMA/ POW= ME O17ER11I3:F' AP1F' OMS9 BY f7. PLFE7P. .?d G1a1KaW( NWT AMMO SHALL dE PROM I2ED AT ALL IMAM FEES VAL t/.FJ" OR 011B7P AARRIVV.4M23' 1MFIE7PE" AVIER NAL MIMES REPLANT A'ES7RAAVT AMMO .9641.L IN AV ACCO VAACE MN In /1?5 STANDARDS 27. imr IESIw' AW LtaWEC'A»V OF NE M617ZF7P SYS'18/ 9 4LL or NAMED or ND /725 S 4 W (✓ tz% 1 - d' x 6' 7ZE (pfd/ x iv ,i 1 - 6' Cwt7F VAL 1E )/ R1E7J °K EX NYU '$T Air, ,SID 61ENW? ?VAL Alf 7 IIIIN) CaWAFTE Et 00r4Vs - AMA l LUIV IttRFYitO' t AMA rMyimamt t2' W S w Sf -- - rw S - ws awCRE F MY CONCAVE MULL �G'AVG74'E 71 MI A' CONCAVE' STEPS - 1F Olin£ N' j mom aystrcr a E.rf 11/ NEW f M MIXT 1100919 1 - rx MAIx12) - rOFWIC f - MAPiWT AS► EMMY (7t5' AU*J DWARF MLOIXIMC t -r MUSS x A - r. 24 MVO x wow" woos f -roe zr k/x,z! f - I''G4?F mirth AAV , - MAPAhrT &MIRY Oar XV 7E &Ic y 1 - 45' BIND (1161x CVACE1tE ROCIMIC NORTH QRAPH /C SCALE 0 20 40 1 " 40' HIV �l. w - B; 2E5' 1M? (AN x 0,0 COAC41F7E AM IIIC cower Roam ;•, ■ - *P4/42/ INCE ASZIgt ortvpasarm W C; cerr atoms SEX GV X =� -EX 4" W AN ALLEGRE ENTERPRISE v a ` 1- ir r Air x n,) f- d 'siirf i(Zx) - rxrmorx0vxw) - MWANT ASSEMBLY (57..1'RUM) DAME AVOW t D2-0002qq 50' S 137111 S 1 £CG£OFEX. ASPHALT • PLANNED RESIDENTIAL DEVELOPMENT :: FOSTERVIEW ESTATES DUJARDIN DEVELOPMENT COMPANY CARET: 0140NC 134 c Pr4C +Nt ' 41 - 8140 z (, ua 96152.00 1 3 • L_ Side Elevation D 1 Rear Elevation • e Side Elevation © COPYRIGHT UNPUGUIRIEO WORK L KAMM ASSOCIATES MCFf1ECT1 J n Upper Floor Plan M. Bath .I. Bath( M. Bdrm. 18 Sitting Bdrm #3 10'T'x12'4' Hall DN Bdrm. #2 12'4'x10'0' 111111111 I ►,11,11, ,,,,,,,, ID El D2OOO B SITE SPECIFIC FOR LOT 12 DUJARDIN PLAN 1568A FOSTERVIEW ESTATES F LE- COPY I understand that the Plan Check approvals are sl:hject to cr,crs and omissions and approval of plans does not authorize the violation of any adopted code cr ordinance. Rccoipt of con- tractors copy of approved plans acknowledged. . 'V .1 w ' o n er VAPraI0 1 %,0 Cr � � � ` , V +1i,`1 C)`' I,.7 c C's C 1'"01 -�Y a Y I` � r, i i SEPARATE. PERMIT o 'UIRED FOR: CHANICAL ECT:z!CAL UIMBIN G [� AS F!IIG CITY OF TUKWILA BUILDING DIV,SIO ! ,6ID Kitchen Garage 20'5'x2 ' • ( C)iCOPYRIGHT UNPUGUINED WORK KMPL6I M/SOCIATES MC.IT.CT1 MAIN FLOOR UPPER FLOOR TOTAL GARAGE DECK / PATIO SQUARE FOOTAGE 715 SF 853 SF 1568 SF 450 SF 108 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE T SELOW SPACES ANC. GARAGES ARE NT INCLUDED IN CALCULATIONS. TED ONCE IN CALCULATIONS. OPEN 39' -0" Patio Nook 1 Foyer Family 14'5'x12'6' Porch 18'0'x6'0' Flex. 12'4'x10'0' Main Floor Plan y ��v liv, I 'DRAWING INDEX AL CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING AS. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE RECEIVED CITY OF T( KWILA DEC 1 7 2002 PERMIT CENTER :bztc -Zgs • 1, 0 L:W U w H N O H O I �w O C) 44E* ac WA" Iwo co.) 4,4 ,,,e4 o 1 _ 4 > Z PLI 0 a ~ CA O � o w() 0 TITLE JOB NO. 0013121 SHEET COVER SHEET 00131.21 ff I l , uNckloseG I THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVI PROPERTY OF THE ARCHITECT 14311 Jt 16Cn JCreet. Bellevue, - WA 98007 (425) 6415320 fax (425) 641-5318 L L GENERAL REQ.1111PlEserS -„A covrsx»t ale veer= asperse it a gem c ter or ions re aseg tee st iserde eel ck the rort+tct.d+ bti*s CS0 - w era tee COeke nrtr-w Of the CavaC -dsObr Ate out eye s rsratlY to morn ant a tlwr e. sehect.a ° et roeotemo w .C...51 larsrt_ rat M mere .e nwcessar A redirect to ca geste Vas specific project Coadnnne wee Caeractor Aar ra ca.glwe Isere spec'ereore WIMP Me wormer. re .a mate toorcknate wren meter... rem sense on soteoae• 2. Thee araweecgs be cdpyre tea <.sPA.ER ARG.4TECTS PS rows met rags. oe•rnftip and Cop'' d tars deice coder the 'mare coptjg•I act Ra 'b .Caw. or rbetrati ns or eating dugs ray fore is by ashomzation d KAPFLER Afrer TEGTe Pe, pit 3. AAhpiaed eibrocectiorm that b. • :re •Mme or KAPPLER AR�G.4TECTS PS 4 Casvuctrasltc tag aawngs by thew .eery noire are diagrammatic ad do not purport to Mae at testae or aoncithons of co evuctons. Guest Gus nenrasy fee to w rcetect raudeser it and to canst^,ctice mance, asta;ing wive these aaeings As curtrrraucet see preteuoes. an0 rents.em are he pan of the constructor proem KAPPLER ARr►kTECTS PS thererae shat root be liable for are drect indirect. a cotmeouenal 04.4014 H a reset 0r WA pa repatec n tit coet.r duct process. Do not .ay or godly le mat shark except wren mitten nsvuctior from KAPPLER ARCIATECTS Report discrepancies are oeesstore to the KAPPLER ARessieeT5 PS l medatese b. Due to the naure of constructer aid true building process there wile be odds deed Aso Contractor/0.r selection of awe curds products. compaheres ate assemblies Th.s set of .orkna drawees is :ardreo a baker set' and does rot include specifications a banded nateerals rat. Therefore it is the Contractor/Owner responsibility to po.ide and coordinate speciflcatere, rcednc araduct selectee and retaliation or assembr. KAPPLER ARCeeTECTS P5 &owes rc tabirrtu a tesponsbilily for discrepancies a conflicts Mee ocor thrones: Contractor/0mo specified eateries and their respective retaliateort KAPPLER ARCellECTS PS aasoes me iabilty or resporesbilny for ant new Ach say be cation w. a referred to by mane actrer as brand name Items calked out r e done so FOR cowl... Ye only. 1. Do not scale Hesse daengs for :sees! dimensions. verify an dimensions siors ad datue's before comma ctng sort and to -.parable for their &cosecs and report disoepee.. AIssiore to the reflect emeoiatee. 8 The Canracta/Oene is responsible for coordnaug eons with that of all trades to sere proper and adequate interface or and trade mortis. The Contractor shall be responsible for all required safety precautions and procecitres reputed to do this yak ei Except as specifically defieec °therm ss .rerpretatice fa all defnitnorts, abbreviations. and se:Te ente definitions siren follow accepted referenced standards. IC All work whin this contract shell represent •lit of eduntry staerds for the respective trades in the location n which the project is boil. 01002 MiSCELLANECUS ASSEMBLY REQUIREMENTS I. Provide crawl space access. mein. 0' x 14' - access per UB.C. 23r13. 4hwlate and weather -strip per elegy requirements. Allow 18' ensue space under wood Joists and 0' niniui space under wood girders. 2. Provide attic access, mm ui 21' x 3C' with 30' mirnm heat -oom at uncbstructed readily accessble opening per U.B.C. section 5051 reulate and weather -step per energy requrement. 3- Provide ventilation per UB.0 as follows: A) Crawl space ventilationt enemas net area shall be not less thin I sf. per 50 sf. txder floor Tea. Openings shall be placed as close to the corners as practical and shall provide cross ventilation on at bast two approximately opposite skies per section 23113. B) Attic ventilations winew+ net area shall be not less than I sf per 50 s.f. of attic area or I seer. per 300 sf or auic area If 1!1 Is in the sofnt and 1/2 is at least 3' above the plate line per U.B.C. section 5053 and energy requirements. 4. Slope all decks, Saks, dr iveways, are patios may iron building. Minimum 1/4' per foot. 5. Provide approved tubers or addresses in such a position as to be plainly visible and legbe from the street or road fronting the property per UBC section 502. b. Goage/Nouse occupancy separatlorh 4) Occupancy separation from garage to house shall be of fire resistive construction. Ceiling joists. walls, posts and beams stpporting structure above shin be covered with 5B' type 'x' Cele on the garage side of wall, and extend from mud sill to roof sheathing. when a living area is above the garage. Use 2 layers of 5/8' type 'x' GIB at trusses and Luis per U.B.C. S :or 302.e are table 3 -B B) Door between garage and house shall be tight fitting, self - closing solid wood door 1 3B' thick per UBC. section 302.4(3) 1 Stair assembly: A) .eadroom t' -8' minimum, width 3' -0' minim. per U.B.C. section 100333A t 1003332 B! At private stars tread 9' minimum, riser 8' maxim.. All at stare tread iI' o men, riser 1' eaxeun per UB.C. 1003333 C) Top hendrail shall be 34' mein. and 38' saxwre above the star section and not less than 11/2' or more than 3 17' from the wall and with returns at each end per UB.C. section 100333b D) Install fire blocking at top and bottom of stager span and wall along stringer per UB.C. section 10821. E) Cover usable space .. er star with 5/8' type 'x' G%B, use 2 layers at ceiling area. All joins shall be taped and sealed. Provide (2) layers of 5/8' type 'x' GUS at ceiling are under stars. 8. Lamdry Chutes t Dumbwaiter Shafts - provide 5/8' type 'x' Gee or 26 gage seetnetal with lock joints on all openings to shaft surfaces shill be self closing solid we door 12/8'. 9. Frestoppng - as per UEC. Section 114, 10. Structtra, design criteria: These rotes are provideo For convenience only and to not Imply that complete structural analysis has been done on this structure. A) Truss Loading: Load Top chord live load: 25 psi Top chord dead load 12 psi (20 psi, if tile) Cotton chord live load 10 psi TOTAL u.OAD 41 psi B) Roof live load 25 psi C) Floor live load 40 psi D) Stair and corridor live load 100 psi E) Mechanical units: weights provided by manufacturer F) Wine 80 mph exposure 13', R assured G) Earthquake: Zone 3 H) Allowable soil pressure: nibss a soils report by a qualified =grew Is provided, all footings and foutdalions shell be on assumed 2000 psi bearing capacity unless otherwise noted or Orating, .1) Equivalent fluid pressure 35 psi. IL Prefabricated Fireplaces and Solid Fuel Burning Appliances: A) Solid rue burning appliances include airtight stoves, fireplace stoves, room heaters /fireplace stoves, factory built fireplaces, and freplace Inserts, and all Wall corply with the provisions of Section 304.1 -304b. UM.C. B) Metal CNe eeys shall be enclosed above the stay In etch the appliance served is located, in walls having one hour fire resistance rating. and with a space on all sides between chimney and enclosing walls sufficient for examination and repair fix entire chimney Was shall be without openings per UMC. 814.1- 814.4. C) Provide firestoppig at chimney per J.C. section 1082.L D) otall metal fireplace with heath and errords per narufacteers specifications. E) Prefabricated fireplaces, cfehreys, and related components to bear UL. a ICSO seal of approval and be installed per manufacturers requirements Fl The hearth Wall extend at bast W' in front of and 8' to each side of the fireplace opening Moen the opening is eeeller thin 6 s.r. If the opening is 6 sf. or large, the hearth shall extend 30' in font and r1' to each side, per UB.0 3102.1 12. Maso ry Fireplaces. 4) Masonry fireplaces shall be designed and constructed to comply with UBC. section 3101.1. B) Chimney termination: chimney het extend a minima of 2' -0' above any point of the building within 10' -0' of the chimney. Chlrte to have reinforced sand -cement mortar cap sloped to shed water, or masorry, stone of concrete cap with said cement pargrig to shed water Parging to be net 3/4' thick Were masonry, stone a concrete cep Is used. chin. d is to be reinforced with 92) bars as bond beams as shown Provide 1/2' mesh screen spark arrestor at flue termination type C) Cheney D) Flashing flash and counterflash with nn 26 ga. galvanized sheen natal or equivalent tape. E) Anchorage - Anchorage shall be provided at all ceilings and floors more than 6' -0' above grade, except whin constructed entirely within the exterior malls of the building, anchorage to be (2) 3/16' x r steel straps cast at least 12' Into the chewy. with an 180 doge* bend with a 6' extension accred the vertical reinforcing bars on the outerface or the cheesy, each strap Is to be secured to the structral framing of the building with (2) I/1' bolts per strap. %Pre jolsle are parallel to the chimney, straps are to be anchored to 2x4 crosstics comecterg at least 4 joists and secred with (2) led nails each joist type. • • U O 2 HISCELLANE0115 A558eLT NECIARBIBer5 tcpl .) : r Cearanc a Prose s c earaece Deteeen wary rrepace or chewy and cabtatbe frames oar On exterior ea' I I/:' Mae see ferry • gm,, F/ovde deeeme between mammy fretsace Of dinfdilki r-am cembustibie fra a seen sorcery Wee w brilderg sincere Coebumbie eatersal me be on b' claw nee fireplace ope eg No wee mural wmar t2' of the opera shell project more than V8' fa cads r of dearace from the opening Pros de eery mood frestappig at ae separations bosom becesce rind woodrraeng ua!i reader to be sr. : a rreptace opening for feepwe tun item men the eat mrrease rtender emcee b' for every 4• of easowy prajectCn halo the rose. G) Sada CArbr - Seal chubs to be c emtnm Ind of clay products U. mmess tNdauys as foams. he eat! - 6' side male - 8' fan eat - 8' w Danger - Deeper tc be 41 fitting operable litre a reedy acceesee meuml or an approved autametK control Deeper roomy catered yet neve free Pea aqua, to or greater then the required Memo fee size I) bode: melee Lerner typical J) hJearth and Exurocn • dery to be brick stone co fete, a otlr approved non- cc.btustbe materials. or re- Ofaced to tern, its our mg* ate all erased toads. Mea^•h eat extend brpnd emplace as follows: Opening 0 so 't to 599 se at 6' • Not a• lea sae Oper no in se it or eras eat . et 2 Bath side. Car. hearth and extensions to be reinforced with It bas • b' oz._ each way. Pre star or pre -cast concrete hearth and extereems to be supported by 3•x3etlet . angel • 24' es. Provide mat:rage to floor framing as noted above Bade. Hearth to be distinguishable free adjacent floorig .aterei K) Firebox Combustion - Ar provides an outside swce for coetbtetion at 6 sq. in met duct size, mites operable deeper outlet to be located aside the firebox in the front port 11) Foundation L Formed malls met 8' snick 2. Footing to be wit C' thick and a isd 6' beyond rreplace male re- refaced SO L bars at 6' oc. each ley and beaming on no indbttrbabie soil 3. Spree footng bars to vertical ciieney re- enforcement per U.B.C. feeders 19 and 3t 13. Fire Blocks and Draft Stops - as per UBC. 108. 01060 REGULATORY RECD REMENfS L All contruction shell conform to tre i551 Unita. Building Code (UBC -) and be in accordance with all State Lae and Regulations and various codes Imposed by jtriisdictional requirements and local authorities. 2. Mange Inspections that are mandatory do to jstsdtctional requr...a ts. •s,_•.• •.._ - T • L Provide Temporary Facilities - reeding electricity, mater. temporary toilet, per etrisdiCticml requirements. ° A. Provide Contetpaary Controls - irckudrg erosion sediment and surface water contra and entrapment dreg construction per jurisdictional requirements. END DIVISION I Division: 1 5 "E .idac Ca00 EARTLtIKXdC Part 3 - Execution t Rough grading: 4' below finish geeing unless otherwise specified. 2. Finish grading: Landscaping divtsbn 02900. 3. Excavation, backfillbeg, and u n 'acting or structures as needed. 4. Excavation, backfilling, and compacting for pavement as needed. 5. ltaulirg and disposal of excavated material as needed b. sporting of material as needed. 1. Rock removal as needed 02500 PAVING AND ° ACNG Part 1 - Prockuct L Walk road, and parking paving: A Asphalt T, class B, over 3' crushed rods. or 2' ATB. B. Crushed rock 5B' mina. C. Concrete per Division 3: I. Fresh and cola: Coordinate with materials finish selection schedule. 2. Ihtt Pavers: 1. Coordinate with materials relish selection schedule. 3. Pavement markng: L Coordinate mlth materials finish selection schedule. 01100 5 ULACiE AND DRAINAGE Part 2 - Product l Subdrainage systems: A Foundation drainage 4' ADS perforated pipe non -rigid 2. Storm sewage systems: A Exterior catdasins, gates, and frames: I. Coordinate with materials relish selection schedule. B Culverts: L Coordinate with niterials relish selection schedule. C. Drain pipe: 4' ADS non- perforated tight Gee. 3. Sanitary sewage systems: A Seaga collection lines 8' PVC unless cast roe is noted. B. Septic system: Per drawigs or bidder designer. Part 3 - Execution t el:drainage system: A Slope to drain and surround in well draining material per details. Mee SITE IMPROvEMEM5 Um 2 - Product 1. irrigation seam Bidder design I. Coordinate with materials finish selection schedule. 2. Fence! and gates. I. Coordinate with materials finish selection schedule. 01900 LA APlG Part 2 - Product Bidder Design END DIV1510N 2 Division 3 CONCRETE 12.317 CONC RETE _N2P If2W Part 3 - Execution L Formwork and bracing for structral cast -in place concrete sal be by subcontractor and feet the requirements of the drawings and industry standards. 2 All formwork shall be placed in such a sewer as to allow cast -in place concrete to be placed on solid substate and to allow structural support members to sit below the frost line. 03200 CONCRETE RENFORCUYG Part 2 - Product I, Reinforcing steel: Derorned bar sizes and locate :es per plans and details. Grade 40, Fig' • 40ksi. 2. Welded we fabric: at locations per plans and details: axe, WL4x1.411.1IF. Pert 3 - Execution I. A minimum lap for all bars shell be 1' -b' or 30 diameters, whichever is larger. Provide corer bars to match horizontal reinforcement Minimum coverage per details and UBC Chapter 19 03250 CON CRETE ACCE560RI IT Part 7 - Product I. Anchor bolts: Writ 10' unless otherwise rooted on drawings. 2. Expansion and ccntractIon Joints: I/)' asphalt rrpregated felt as located per drawings and details 3. Washers: 7'x2'x3A6' sq. steel plate wasters. Part 3 - Execution I. Anchor bolt at 6'•0' man. OC, 12' from caner and Joints, max embedment as 1', 2 bolts per piece of mood. Part 2 - Feoact l Softens codes S'e sack me Fc = 2500 ps. at 28 deaf. 2 nrcrwctrei concrete for emceed aggregate rani nmpseedi 5 sad nm Fc • 2000 psi St 28 u • 3i ro0 aggegne 3 A Ace cowries she epee sits reciree admit... mooed for rooting. e. As rw*.aa ant yea be 5 - 81 in a'. Gaeta pQOSed to eeeVte C �deaW .ti maternal flesh selection schedAs Pan 3 - Emceed Dnision 4 mascoaRnr 0 MORTAR Part 2 - Pocket L Type 'S' mate with magna! .eterproraeg ages. Part 3 - E,se:teen 10460 P14.Sc Y ACCF56ORE5 Part 1 - Product L Archon ad Ties I' .id.n guage corrugated stem strip roe - corrosive_ 2 Joint renforcesre. standard idder type 9 gage wee I -h7 less than wall thane. Part 3 - Execution l Per LEC Chapter 21 04200 Len r' W Part 1 - Product 1. Brick masonry' A Exterior locations: na.emig, Coordinate ulth materia s ern sn wick : :or soe. B- Interior locations: ramahefg: L Coordinate with materials reash selection schedule. C. Pavers/planters. namenefg I. Coordinate with materials rneh selection schedule_ 2. Concrete .awry eras: grade N -I CPU. unless otherwise indicated sizes per drawings. A Special units: L Coordinate with materials finish selection schedule. 3. Glass sasomj units. ( glass block) A Exterior locations: remeneg: i Coordinate with metertah finish selection ache le B. Interior weenie locations: weemr 1 Coordinate with materials finish selection schedule. Part 3 Execution L Brick and veneer: A Brick veneer shill be xpported on footing, fandatioat or other non- conbtntbe supports. It shall have 6. felt bag and ties at I per each 2 sl. of veneer. Provide I' minimm air space between veneer. arcs backing. and approved flashing at base of veneer, ant 38' rand weepnnies at 32' oc. at the base der veneer extended iron the air space to the exterior. veneer shall support no load other thin its own weight a e the vertical dead bad of veneer above. 8. Per UBC Chapter 21 2. Concrete masorry unit (Cats) A Concrete masonry unit walls shall be constructed to conforr to A5711 C90. It shall be laid up, reinforced, and anchored as short on drawings. 04 5TCnE Part 2 - Product L As shawl on drawings. A Exterior locations: rame/nfg: 1. Coordinate with materials relish selection schedule. B. Interior locations: rame/nfg: L Coordinate with eaterals relish selection schedule. Park 3 Execution L Stone veneer: A See Brick Vasa. ETD DIVL510N 4 DIVISION 5 METALS C.ST - N - PLACE CQCIi1E 05050 METAL FASTENN35 Part 2 - Product L Bolts: Use sizes and stapes per digs, or as needed for intended deposes. 05500 METAL FABRICATION Part 2 - Product L Nand:ails and guardrails: Provide in sizes ad locations as shown per deg. END DIVISION 5 Division b HOOD AND PLASTICS 0'100 ROUGH CARPENTRY Part 2 - Product L Framing Lumber: Framing sober shall be marked in conformance with the W.CLB. standard grading rules for west coast lumber no. 16, latest edition All Kin dried miniver 19%. A. Joist and rafters: (2xb and lager) Flew -Fir 2 or better. B. Beams and stringers: (4x and larger) Doug -Fir •2 or better. C. Post and timbers: Doug -Fr M. D. Studs, plates, and ounce light framing Hem- Fr/Doug 9 standard. E. TJI's and niuolare Per manufacturer. F. Glue laminated timber: I Shoe span: 24F v4 DFM3LLN 1. Continuous or cantilever: 24F V8 DF/DF G. All other limber, Hen -Fr Standard or better. 44. Plyrood /oriented strand board (058). APA graded. I. Wall sheathing: see 'TYPICAL BUILDNG MATERIALS' list on the digs. J. Floor sheathing: see 'TYPICAL BUILDNG MATERIALS LIST'on the deg. IC Other: As noted on dr seines. 2. Particle Board: APA graded A Utderlaymeem L Floors: 5/8' (U.N.) 2. Sheet vinyl: I /4' (DON.) see division 9 3. Cabinet surfaces 3/4' (U.OR) 3. Trusses: A Prefabricated connector plate wood roof trusses shell be designed and stamped by the manufacturer Si accordance with the 'design specIficallon for metal plate corrected wood trusses'. Design drawings and details to be available upon request. B. See 'Root Framing Notes' on drawings. C. Roof design, layout. loading. and bracing shall be by manufacturer D. Field alterations of truss must be designed by manufacturer. 4. Fasteners and adhesives: All nails shall be coma wire of sizes for intended purpose Per UBC table 73- II- B- (Attach timber Joist to flesh headers and beams with Simpson U' hangers series or equal metal to wit intended purpose. Simpson hardware at other locations as outlined per drawings. Bolt heads, ruts, and cut washers per Division 5. 5. Post to mat footings correction. Provide pressure treated post and positive commotion to footing per IEC Part 3 - Execution I. The following will apply unless shown on drawings. All wood framing details shell be constructed to the minimum standards In the UBC. All framI g Wall conform to the requirements of Chapter 13 of the EC. Mini mm nailing stall conform to table 23- II -B -I of the UBC. Height and spacing of etude shall conform to table 23 -IV -B or the UBC is 912810 ai1Ea CrPPE)tTee Pit 2 - Podea t Gabihts A Geordies* wish waterab firth seteCi,ps sded r e 2 Meet ad caning A CoadfeMe mdh eateriafs rich selection edhecahie 3 Pairtei A Coordinate WM aeterab fineh selection sdtedute 4 Sure and hesQaa oy: • Coordinate WO mensal nom selector seedier B. See deed. 01002.6 mist assmbly racemes,. R Bookcases and halt-m shelves A Cwdeate with eateries riw iodic whew* b. Plastic k rete and sold -miaow materd ,A Coo►dlete snit materials fermi .elect cr sows,* Eno Drve-uION in Peso- - TiERMAL AND MOLSTIAtE PROTECTION Clat2.12AIIIIR2ZPICI Pert 2 - Product L Sprayed -on asphalt semisoft Part 3 - Execution L tare (I) coat per EC 402.4 Append, BIS 07190 vAPoR AND AIR RETARDER Part 2 - Product L Grand cover: in mil polyettsglene: black 2. Baking rap see the 'TY'PICAL BUILDING MATERIALS' lot on the dawhgs. Part 3 - Executor L See Del f1, energy requreeents 01200 NSILATICSI Part 2 - Product L Ftergess a mineral wood batts bloom feral wool, ad extruded pohysteeee A tints t See t TYPICAL BUt DNG MATERIALS' list on the clogs 8. Ge l See the TYPICAL BUILDNG MATERIALS' iist on the digs C. Floor: I. See the TYPICAL BUILDNG MATERIALS' Fist on the dugs D. Foundation Perimeter R -112. 2. Insulating foot A Standard sealant foam. Part 3 - Execution t See division 11: energy requresens 01300 ROOFING MATERIAL Part 1 - Product t Shingles and roofing tiles: A See the TYPICAL BUILDING MATERIALS' list on the drawings 7. Membrae roofing: A 3-ply hot mopped. Part 3 - Execution t Install per manufacturer's recommendation and Chapter 5 of the EC. 01460 510553 MATERIAL Part 2 - Product L Siding: A. See the TYPICAL BUILDNG MATERIALS' list on the drawings. 2. Trim: A. See the TYPICAL BUILDING MATERIALS' list on the deuirgs. 3. Write A See the TYPICAL BUILDNG MATERIALS' list on the drawings. 4. Other: A See the TYPICAL BUILDNG MATERIALS' list on the drawings. Part 3 - Execution l Install per mawfacture's recaeme ndation and Chapter 14 or the UBC. 014z@0 FLASHING Attb SFEET META Part 2 - Product L Gauge galvanized. prerelistmd Part 3 - Execution t install per Chapter 14 and 5 of the Lec. 01100 ROOFING SPECIALTIES Part 2 - Product L vents: A Ridge vent: sarufactaed by: 1 Coordinate with materials finish selection schedule. B. Mushroom vent: manufactured by: 1 Coordinate with materials finish selection schedule. 2. Gutters: A. Continuous alum precoated: 1. Style K profile 2. Cola: Match fascia 3. Downspouts: A 2x3 rectangular ahem. precoated I. Color: Match fascia 4 trim B. Tie to 1 pain system. 01800 SKYLIGHTS Part 2 - Products I. Skylights to conform with EC Section 2405 7. M arufacturr: A Coordinate with eateries finish selection schedule. 01900 SEALANTS AND CAULKNG Part 2 - Products I. Cauking A Styrene butadens cauk'ng (SOR) I. Color: Match siding END DIVISION 1 Division 8 DOORS AND WINDOWS 05200 WDOD t2 (Lower Level, Man Level, 4oper Level) Part 2 - Products I. Panel wood doors: A Coordinate with materials finish selection schedule. 7. Flush wood doom: A Coordinate with materials finish selection schedule. 3. Stile and ra!Kstore door) A Coordinate wisaterials finish selection schedule. 4 Patio door: A Coordinate with materials finish selection schedule 5. Othr A Coordinate with materials finish selection schedule. 08300 SPECIALTY J2t22ea, Part 2 - Products: 1 Sliding glass door: A Coordinate with materials finish selection schedule. 2. Garage door: (make /style). (see division 11 450) A Coordinate with materials finish selection schedule 481MAV WUOD tRIDOUA5 Part 2 - Products I. Note: Egress - A Every sleeping room Wall have at least one operable window with a net clear opening of 5.1 s.f. The opening height shall be 24' nnime, width of 70' mnmat, with a finished sill height not ewe than 44' above the floor, per USG. section 310. B. Safety glaze per LEG Chapter 14. C. See plans for egress and operation 2. Menifactred by: A. Colo: I. Coordinate with materials finish selection schedule. B. Style: I. Coordinate with materials finish selection schedule. Daoco---x15 alGO sMiCIARE Part 2 - °roceucq Type ; Coorow.e ern Mena* fetsn seee-on sohaae 2 aleetnr 5tre pas A Coordinate air mete- air fresh select=or screcare 3 levered. • C.00rehrate nth mama. foci seiewt.ts screw. t Pert 2 - Products t Gips thuduhss to be detere.ed ry sae and wad ioeeig per EC Ube Otepter :4 2. Safety glaze per UBC Chapter :4 3. tetras to be severed 114' feet piste gem END DM•5lt7N 8 Division 9 FeaSi.S 09250 GYPS& WALLBOARD Part 1 -Raid I. Wis. See tre •r.-erC2.. B.:.DH'G "- ATER'A.5' •st a •.ne crowds • Fresh t Goordnate with Contractor/ es meters! selectors 2. Ceiling: See the TTPICAL BULDNG MATERIALS' rest on the dr awngs. A Finish i Coordinate with materials finish selection schedaie 3. Code redirect areas A. Type 'x GIB as required. I. See division 01002 mist. aseesbly rec B. Waterproof GILB as req'd at wet or deep for atiore perIBLsec25Q 4. itioreaboard or droc at all tile locations (U.O 4 5, Metal corner bead profile L Coordinate with materials finish selection schedule. Part 3 - Execution L Apply as required in UBC. Chapter 25 and Table 25G and 2544_ Nail Of screw n place. per tables. 09300 TILE Part 2 - Product I Ceramic. quarry and warble tiles: A. Coordinate with materials freisn relocation schedule. Part 3 - Execution L Refer to marufactuer's recommendations. 05550 WOOD FLOORING Part 1 - Products I. Type A Coordinate with materials finish selection schedule. 09650 RESILIENT FLOORING Part 2 - Products I. Type: A Coordinate with materials finish selection schedule. 0 e0 CARPfTNG Part 2 - Products l Carpet and Pad: A Coordinate with materials finish selection schedule. 09901 PAINTING Part 2 - Products l Paintrg over prepared surface per manufacturer's recoaweasdations A. Coordinate with materials finite selection schedule. oxaam.0 WAe L C RPI Part 2 - Products - L Type: A. Coordinate with Contractor/Owner material selections. ETD DlvlSicN 9 Division 10 SPECIALTIES 10200 LOWERS AND vEM5 Part 2 - Product I. Hardware cloth screen 1/4' x 1/4' on soffit vans as detailed. 2. Conttrteus 2' performed metal soffit vent as detailed. 3. Roof verd (See Division 01100) 4. Other vans as noted per plans. 10300 PREFABRICATED FIREPLACES Part 1 - Products I. Locatiorelodel/Accnseories. A Coordinate with materials rnih selection schedule Part 3 - Execution I. See dv slon 0121928 for misc. assembly .ea . :reemerts era fireplaces. 2. See division rl energy requre...es. 10400 IDENTIFYNG DEVICES Part 2 - Products I. Building numbers: A Coordinate with materials finiish selection schedule. P art 3 - Execution I. Install n location per jrisdictioma) recurements. 10 800 TOILET AND BATH 4CCE55OR!E5 Part 2 - Products L Toilet and bath accessories: A Coordinate with materials finish selection schedule. 10900 _tuARp ROBE AND CLOSET SPECIALTIES Part 2 Products L Storage Closet: A Coordinate with materials finish selection schedule. 2. Clothes Closets: A Coordinate with materials finish selection schedule. 3. Pantry, END DIVISION 10 Division II EQUIPMENT 11010 MAINTENANCE EQUIPMENT Part 2 - Product L vacum cleaning system A Coordinate with materials finish selection schedule. 11450 RESIDENTIAL EQUIPMENT Part 2 - Product L Garage door opener(s). A Coordinate with materials finish selection schedule. 2. Ironing board cabinet (or dower). A Coordinate with eateries rnish selection schedule. 3. Free - standing appliances: A. Coordinate with material finish selection schedule. END DIVISION II Division '2 FUR- 41514NG5 12500 WtVOW TREATMENT Part 1 - Product L Endow treatment: A Coordinate with materials finish selection schedule. END DIVISION a Division 13 SPECIAL CONSTRUCTION 1360 POOLS Part 2 - Products t Bidder design 1366 NOT TIE Part 2 - Products I. Be A Coordinate with materials finish selection schedule. END DIVISION I3 Division 14 CONVEYING SYSTEMS J 14100 PU'$LLW Part 2 - Product I. Dtarbwaiter: A Merufactrermnodel nastier: I. Coordinate with materials finish selection schedule. END DIVISION 14 RECEIVED CITY OF rI lKWILA DEC 1 7 2002 PERMIT CENTER Devoid 6 I EC- 4MI.aL talltiieeffee Part ' Senate 1ece rsca s•) _ 142 oetoier Oestgn T R.g asarg recarrmm es A Refer to c I GeM'at Reigaremente 3. Corvette. eat out plated are WAG d iger eye* A. C.orecartate eth otter trades 16400 PLIe'a Part 2 - Prodct I Pays and Ne m" Aaaste s soot ABS peptic of saw roe d for the itrrsed purpose l Pro. de cast ton with ceosr<,ress+om neoprene pews per ocattorm Meet cm the da111n03 2. Provede ciseeevts at beide B verna: A136 C. Gas Per case verify location or apptar-es L Provide an approved earthquake shutoff valve .ataeed r the buidrtg steeply Ins emediatefy arts the gas meter The valve shot be located outside of the structure and be accessible D eater Lure I. Be Grad* .4' type K elevated sower 2 .Above :fade. Type . ./soft solder 2. Plating equipment A Not eater heater (Nab in totem Cooramete ere Deus eerie selectee B. +lose bb. frost proof type Meer etc arts C. Men slsA -off valve n garage D Pt.beig rumen • Coord ate wte errs mateee selector 3 trgatiort !balder des.gt: A Provide T conectior in wan fee in garage by mar shut -off valve with separate shut -oar std Oran valve 4. Automate 5prseler System ;bolder design) Part 3 - ExaGt/tice L The installer to design the system to appropriate jriseictional recce Bens and ruction in a saner consistent with Mestry standards. Refer to general requirements. B500 WAG Pot 2 - Product L Forced t Ar G race system Coordinate s :tn materiais mesh se+ect sUtsdh.d. B. Duct work aid nwlatio, Coordinate with eateries rues h selection schedule. C. Air clear: I Coordinate with materials trash selection schedule D. Controls: l Coordinate with materials finish selection schedule. E. Registers meth adjuuabe supple I Coordinate with materials rnish select ce schedule. F. Provide rirestopping at B' vent location per UBC. section 10821 2. Fens: see division fl energy requirements 3. vans: l Coordinate with eateries finish selection schedule 4. E*etst Ducts: A Termite outside building and equip with backdaft dampers per O IC section 504.i Part 3 - Executor on I. The retailer to design the system to appropriate jurisdictional requirements and ruction n a mama consistent with edstry standards. Refer to general requirements END DMSION 5 Division lb ELECTRICAL PenL1 LGQER4L L Electrical systems to be bidder designed. 2. Regulatory requbermits refer to Division I - General Requirements. 3. Contractor to provide electrical diagraming layouts, design circuitry: follow lighting plan if provided. A Coordinate with other trades. 16200 POILER Part 2 - Product L tare and Boxes. A volt: 12 6A (3) titre I. Cl F • Damp Locations B. Low voltage standard type 2. Panels: Circuit breaker box fully labeled A Capacity: Bidder Design B. Circuity. Bidder Design 3. Grounding A Provide (I) 2 1/2' schedule 80 Pvt caeuit at concrete stem wall for electrical service and (I) 5/8' diameter x 8'0 long galvanized rod for electrical grounding 4. Smoke Detectors: A Provide and install per UBC. section 310.5 5. Fre alarm: A. Provide and install per U.B.C. chapter 310.10 and as required by governing fire mrsall Part 3 - Execution I. The installer to design the system to appropriate Jurisdictional requirements and function in a merest consistent with the industry standards. Refer to general requirements and U.B.C. 1b700 C H11,INICATIONS Part 2 - Products 1 intrusion alarm and security detection systems: A. Coordinate with materials finish selection schedule. 2. Phone system: 4 Coordinate with materials finish selection schedule. 3. Intercommunication systems: 4 Coordinate with materials feel, selection schedule. 4. Stereo system A. Coordinate with materials finish selection schedule. keNNL LKsHTNG Part 2 - Products I. Fixtures: L Coordinate with materials finish selection schedule. 2. Control: A. Switches Coordinate with materials finish selection schedule. 3. Dinners: !. Coordinate with materials relish selection schedule. 4. Boxes: I Coordinate with materials finish selection schedule. 5. Othe: I. Coordinate with materials finis, selection schedule Part 3 - Execution L The installer to design the system to appropriate jurisdictional requirements and function in a gamer consistent with the industry standards. Refer to general requirements. END DIVISION 16 Division 11 ENERGY REQUIREMENTS SNI*GTON STATE ENERGY CODE: General Notes: I. Electric water heelers) shall have per (ASE; - 504.43 separate power or gas sheaf f Noecoupressible RIO pad (unheated spaces only) 2. NACEA label on lark 3. Teeperatire setting (less than of • to) 120 degree F 4. Showers and lavatories shall unit flow to (less than or = to 75 gpm (WSEC - 5048.11 A. Ceiling insulation L Baffles to maintain I' air space above insulation 2. Baffles to extend b' above bett insulation 3. Baffles to extend 12' above loose rill Insulation B. Wall insulation: I. Face stapled batts 2. Friction fit unlaced baits 5. Poly vapor retarder or e. Pva paint we dry cup perm rating of I max 1. Concealed isulation sill be placed: A. Behind shower/tub B. Behind partition studs/corner 8. Floor insulation: A Ore dry carp rated vapor barer on the warm side. B. Moisture control Insulation I. Attic and crawl space access panels to be insulated and weather-stripped. 9 Recessed lighting fixtures to comply with WSEC section 501.4.4 10. %pall insulation is installed and equivalent to the required well R- values as shown n tables 61 or 62 IL vapor retarders shall be Installed per (LUSEC - 50214.1) 12. Six (6) nil black pokjethylene ground cover, Wall be lapped I?' at points and extend throughout the crawl space to foundation wall. A All exterior doors (except 20 mute doors) Wall be weather stripped per (EEC - 502.43b1 13. Service hot and cold water piping in uncordltlaeed spaces sill be insulated to R -3 (WSEC - 503.11) 14. Seating ducts n utcdndltloned spaces shall be 'mutated to a net of R -8 (WSEC - 503.9) ijlASs4MGTON STATE Al R QUALITY ACT: A. General Notes: B. Standard as leakage (WSEC - 502.43/ caulking Is complete when installed in the following Iocallas: I. Between sole plate/subf 2. Whieupkeibing /duct register penetrations 3. Run Jolstsawid sills (heated lower floors) 4. Partitions stud penetrations END DIVISION II � NO cm T ILA DEC 2 0 2UCZ p 3 ritj i LU JOB NO TITLE SHEET Al D2 000 -2 9'S i ' r [ ! I - , 3'-0' 5 5' -0' 1 Trawl Space 3 -3' � L .- - FP-1 FP - 5 Y Y I 1 I I I 1 21-Q - 1T 1- J - a (FP -9 ) / 1 ® 4 4' -3' - -- @ -� - - - - - - --- -: t } � z1 = - - _ - - _ —_ - / , , D 1 Ank - _ I L- -' 1- -- -8 -L FP 1 --- - - - - ---e I -- 1 1 ( 1 --- %1' 0-- ( FP SIM. ° -20 15 a -�-- -{-.EP- 1 _ I_- I 1 I L -- F'- - - - --a - - - - - - i_ -1-- -I - - - - 4 ---- i FP -8) - - - - I ( 1 � l - .: J - io in FP 1� ) gJJ �J�J-�Jr�JJJ�.��JS I ll . - - TCp I k� - I l I r ��Ll . 12'-11' � J - — I FP -1 ) , 6 � 4( I 4 I/2 j 3'- 4 1 '-0' 9 FP- I111 W' -0' 3'-6' 10' -6 I I I I L - - - - - - -- ) (FP-I0) (FP -23 — — e F 1 a r I I I L - - - - J FP-1 i 1 ( FP Ill (FP I Garage SITE DETERMINED _ -- -- ( FP -3 ) � D1 Porch CONC I I (FP -15d - I 1 I -�--( L_ - - J (FP - 24) ( - 221 - tv J - • • 1 -0' 16' -3' 21' -0' CRAWL SPACE VENTS CRAU,L SPACE AREA 125 5F 2 CRAIWL SPACE AREA ; 1 50 • 4Z3 SF OF VENT AREA REUIRE:. 3. TYPICAL /ENT 542E • 14-.8',15 15% E ICIENC" • 58 5F PER /ENT NET FREE ARE:- 4 vEN:T ABEL 58 • 833 VENTS REQUIRED 5 9 VENTS 9. IJ4 % SEE PLAN FOR LOCATION b. 5 vENT5 , .58 • 522 SF OF VENT AREA PROVIDED 1. '✓ENTS SHALL BE COVERED WITH CORROSION RE5!STANT WIRE MESH WITH OPENINGS OF V4• MAX 8 VENTS LOCATED IN R4" JOIST MUST BE PERMANENT BAFFLED...SEO 50: 4- 39 -0' Patio GONG 2' - I/2• I. A 32' -0' i ' 2' D�OC�v ack5 II' -8' ( FP -5 0 ALL FLOOR JOIST ARE: 11 -1/8' TJI PRO 150's AT 192' oc VERIFY W/ MFG LAYOUT. SEE Div. 06100 START FRAMING HERE I NOTE: SITE SPECIFIC FOUNDATION PLAN 10 BE INCLUDED WITW EACH LOT SPECIFIED PERMIT PACKAGE. FOUNDATION /MAIN FLOOR FRAMING PLAN Scale V4'.I' -O' RECEIVED CITY OF TIIKWILA DEC 17 2002 PERMIT CENTER I GENERAL FRAMING NOTES I FOUNDATION KEYNOTES ( FP -1 ) ( FP -2 ( FP -3 (FP -4 ( FP -5 ) ( FP -6 ) ( FP -_ pp-8' ( FP -9 ) (FP -10 ( FP-II ) (FP -12 ( FP -13 (FP -14 (FP -15 (FP -16 ( FP- it ( FP -18 ( -19 (FP- 20) (FP-2 FP -22 FP-23] (FP -24 0� / /I � Me/ I. SEE / �CO/ER 54►EET FOR ALL GBERAL NOTES AND REW'+ "ENTS 2. SEE TYPCAL MATERLALS LIST ON SEC-TIC% SHEET 3 SEE COVERS -EET FOR A— NOTES ABC REQ.. "EN'S C NCCERN NG "EC---AN—CAL. PL411151NG ANC ELECTRICAL 4 TFt�S5 DESiGN BY MANIE. TRJ55 P_AN SHO■N 1 5 FOR GE1•ERAL LAYOUT ONL Y SEE D' ✓- b100 SHEET A -I - TRuSS LOADING SEE DIv 01000 SHEE_ A TRuS$ SPAN PER FLOOR PLANS - 'RU`.►5 - "PE PER ROOF FRAMRNG PLAN !' ROOF FRAMING SPACING. 24' cc. UN.O b- ROOF ° "CN- ExTERIOR PER ELEVATION I NTER,OR PER SECTION 1- RAFTER TAIL 2x4 vERIFY ROOF TAIL AND RANGE OVERHANG PER ROOF PLAN t ALL .FADERS ARE 4,10 DF '2 '..N -0 PROv1DE • 1. TRIMMER STUD UP TO 4' -0' SPAN AND i 2 • TRIMMER STUDS O✓ER 4' -e• UNO. SEE Di v. 06100 54-FEET 4 -1 CONCRETE STEM WALL 8' WIDE WITH `11N. 15'x1' FOOTING SEE DETAILS FOR ADDITIONAL INFORMATION. SEE D'v 3 SWEET A -' CONCRETE STEM WALL 6' WIDE WITH MIN. 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE Dv. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH W/ 6x6 W.4xW 4 IIA1.F ON 4' GRANULAR FILL. SLOPE 2' TO DOOR FROvIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A -I 6x6 POST ON CB6b. 1' ABOVE SLAB ON 36'x36'x8' MAT FOOTING ON SOLID SUBSTRATE W /(4) •4 BAR EACH WAY. SEE DIv. 3 SHEET A -I CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DIv. I SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3,4 • 16' o.c. UN.O. 14' MM STUD LENGTH PER UBC SEE DIv. 6 SHEET A -1 4x10 BEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE Div 6 SHEET .4-I -.x4 PRESSURE TREATED POST (SCAB POST AND BEAM WITH 2x4) ON 30. FELT ON MAT FOOTING UN.O. PROVIDE 4.6 POST • BEAM SPLICE POSITIVE CONNECTION FROM POST TO FOOTING. PER DETAIL I6/D1. SEE Div. 6 SHEET A -1 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE Div. 1 SHEET A -1 ELECTRICAL SERVICE: PROVIDE (1) 2 1/2' SCHEDULE 80 PvC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/8'x20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIv '6 AND vERF' W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HvAC, ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIv. 01002.2 SHEET A -122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24•X24'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR 12'X1' STRIP FOOTING PER DETAIL 16/DI 30'X30'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR 15'X1' STRIP FOOTING PER DETAIL 16/DI. 36'X36'X12' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY STUB STEEL 12' INTO SLAB • 12'oc FLOOR JOIST SEE Div. 6 SHEET A -I 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROvIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -I MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 18' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING , POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER Q HOLD DOWN WITH SIZE DESIGNATION j r VERTICAL STRAP WITH SIZE DESIGNATION Q� TO BE USED ON FLOOR BELOW STxx - - — HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER - - -_' WALL ABOVE 1 I WALL BELOW NOTE. UNLESS OTHERWISE NOTED ENGINEERING AND CALCULATIONS ARE NOT PROvIDED IN THESE DRAWINGS. REVISION N0. sb20007295 4. y TITLE JOB NO : 0013121 SHEET 1-- 0013121 • 4 of 0 r r 2' -4 1/2' 1 -0' T -0' — 16010 Ov1 D DOOR EDGE OF CONIC. STEM WALL 5' -0' 40311 r_ J 1 1 1 0 — I W : I 2 _ _ \ un I ry,�- - 1 -� O I \ , li t 1 P -2 )2$Yt05 I ID ')1 L' _ 1 I' -3' 10 Garage CONIC P-I T -5 1/2' 8' -3 I/2' Kitchen VINYL ( P -6 ( P -8 ( P -19 I0' -6' GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL t OF GLAZING SF. i5 CALCULATED USING Ti-E REQUIREMENTS SET FORTH Rv TwE W494 P GTiON STATE ENEWaY CODE REFER TO ADDITIONAL DOCLI ENT• AT ION TO SUPPCIZT ME THODOLOGY OF PERFORMANCE CY •ANCE � P -4) I Nook F I I REFER 1 DESK L J 2x6 Pow VINYL P -22 39' -0' Patio CONIC. I ) 50610 Sr,D ( P -9 0 FURN P -1l ) VINYL 5' -3 I/1' P - 2' -4 1/2' ( P -12 32' -0' • \ SD Hall CARPET 4' -1' ( P -12 Foyer N DN IR I 6' -0' P -12 4' -I' 11' -2 1/2' ( P-4 1568 SF 205.65 SF 13.1 S 1046 4' -6 I/1' I I . I I 11111 IL- P -10 � P -3 ) 30' HIGH BACK WALL UNDER STAIRS 1' -10' / 2' -5' ,, T -3 1/2' Porch � ,r GONG (P -9 YV): 12' SQ. U1D. COLUMNS OVER IS' SQ. IUD BASE 36' HIGH 18-0' Family CARPET 5' -2' P -18 ) 12' -11' 36' 141G1-1 +4ALF WALL IU4LL w/ WOOD CAP Living CARPE 10' -0' 0 CI (J 'Y+ 24 HOUR T WER TO 4►4OLE 14AJSE FAN T-6' SYMBOLS AND LEGEND FAN- DIRECT vENT TO OUTSIDE - BATHROOMS LAiWRY 50 CFM mg*, - KITCHEN 100 CR1 rilk - 01OLE «+OUSE FAN 100 CFIM Mil. vT05 WHOLE H rOuSE ExWAKJS' FAN CON,ECTED TO G 24 w+OtR ' - ER - @C' GF"' " N VTOS THERMOSTAT • 50' A"- Aeco,s FLOOR 110v SMOKE DETECTOR PER UBC ILATH BATTERY BACKUP INTERCONNECTED (P -15 6' -5 1/2' I' -3 J/2' 2 1/2 \ A \ (A) MAIN FLOOR PLAN Scats /4'. -O' rECHAN,,CA. PLUMBING AND ELECTRCA„ SY=STEM FOR u1.euTS PER Div. 6.6 SEE 51EET AI FURN A PRO rDE b• C Q N - AKE PRO' OUTSIDE TO RE TaiN AIR PLENLI AT FURNACE WIT.. r tOTORI ZE D FL OU! DAMPE B PRCADE THER*'AL EXPANS10►'4 TANK AT WATER HEATER C. STR4.P WATER NEATER TO FRAMING AT TOP ANC BC' PER JP'C SEC 6085 8 Jr'C SEC 3034 D PRC : IDE PRESSURE REL °Et LINE ' .T*BEL GT 0 09 OS' 2 42 • r Ct3'LU -- RECEED 11 OF TUIVKWILA DEC 1 7 2002 PERMIT CENTER I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I I P-1 1 I P -2 J P -3 J P -4 P -5 ( P -6 , I P P -8 ( P -9 ( P -10 ( P -ll ) P -12 P-13 ( P -14 ( P- I5 ( P -16 ( F - (P -18) P -19 ( P-201 ( P -21 ) ( F -22 ( P -23 ( P -24 ) L 15EE C;.. ER SHEET FOR ALL GENERAL NOTES ANC 1 2J +RE" E'N S 2_ ENERGY AND AIR 2uAILITY INFORMAT ON SEE DIv 1 Sti-EE• A-; 3. SEE B.. _a •.Cs E_E SAT C?. FOR -"COW OPERATION SEE Div 8 SHEET A - 4 SEE TYPICAL MATER:A-5 LIST ON SECTION SHEET 5. SEE CC SHEET FOR ALL NOTES AND REOJIREMENTS CONCERNING MECHANICAL PLUMBING AND ELECTRICAL OCCUPANCY SEPARATION: APPLY 'I) LAYER 5 %8' 'YPE 'x G.WB. TO ALL CEILING JOISTS. U:ALLS POSTS AND BEAMS SUPPORTING STRUCTURE ABOVE FROM MUD SILL TO ROOF SH4EAT4iING APPLY 2) LAYERS OF 5 TYPE 'X' G1JB. TO TRUSSES AND TJI FLOOR JOISTS. SEE DI v. 010025 SHEET A -I. 1 3/8' MIN. SOLID CORE DOOR WItH4 SELF CLOSER TO BE TIGHT FIT - ING SEE Div. 010025 SHEET A -I STAIR ASSEMBLY NOTES PER JBC SECTION 1003 AND DE - AIL 12/D2 A. HEADROOM MIN. 6 " -8' WIDTH MIN. 3' -0'. B. TREADS 10' MIN. DEPTH RISERS 8' MAX. NT. C_ HANDRAIL MIN. 34' TO MAX 38' ABOv E TREAD NOSING. HANDRA 1 1/2' MN. TO 2' T^Ax. CROSS SE Oti D ^^E' S O N .,D , 2 ' MIN. CLEAR FROM WALL RETURN RAIL ENDS D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL S ,. E. COVER USABLE SPACE UNDER STAIR J/ 5!8' TYPE 'X' G11JB. (2) LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS SEE DIv. 01002.6 SHEET A - . SAFETY GLAZING PER UBC, SECTION 2406 J A. WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC CF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A -1 EGRESS WINDOW PER UBC SECTION 310.4 SEE DIV. 08600 SHEET A -1 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 1S' MIN, ABOVE TOP OF SLAB. SEE Div. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAN INLETS. SEE DIv. 09250 SHEET a. 1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP, SEE Div. 01002.2 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATI -IER STRIP. SEE DIv. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS. SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -I B. ZERO CLEARANCE FIRE PLACES SHAL.. CONFORM TO UBC REQUIREMENTS. SEE Dlv. 01002.8 51-1EET A -1 C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIv. 010028 AND 9 SHEET A -I D. FIRESTOP OPENINGS AROUND PENETRATIONS AT EACH FLOOR PER U.B.C. SECTION 114. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 509 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I' J CLEARANCE ALL SIDES PER UBC SEE DIv. 15 SHEET A -I PLANT SHELF UPPER AND LOIIER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -2I INSULATION MIN, SQUARE FOOTAGE MAIN FLOOR 715 SF UPPER FLOOR 853 SF TOTAL 1568 SF GARAGE 450 SF DECK / PATIO 108 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. • l TITLE JOB NO. 0013121 SHEET A3 00131.21 kEYISON 14U_1_ . 24 20X Z95 • • 1 SET TOP OF BEAP1 • GARAGE PLATE - PONY WALL TO UPPER FLOOR JOISTS. GABLE END TRUSS D2 10 , 7� J L JIL 1 .. �r UPPER FLOOR /LOWER R co . 0,' co ■ 4x12DF .'2NDR. O `� 2 -I 6'x111 FL PSL 1 1 1 5 I I 1 4-' 1 BEAR11.6 WALL 4,01 DF2 wJ 1 F -8 ALL FLOOR JOIST ARE. i1 -118' TJI PRO 150'5 AT 192' oc VERIFY W/ MFG LAYOUT. SEE D I V. 06100 I START FRAMING HERE 2x6 RFTR5 w/ 2x4 CLG JSTS • 24' ot 1/2' f , APPROX. - SEE SLOPED STAIR DETAIL ON 54-IT. A5 OF FRAMING PLAN RECEIVED ITV OF TUKwn A DEC 1 7 2002 PERMIT CENTEF 1 GENERAL FRAMING NOTES I F -1 ) F -2 F -3 1 F -4 F -5 ) F -6 F -7 F -9 F -I0 L SEE c rER a:EET FOR L_ • ERA NOTES AND REOUi4E1"tENTS 2 SEE TYPICAL MATER: A.:_5 -1ST ON SECTION 5►EE' 3. SEE CO'ERSi FOR ALL NOTES AND REC. RE c' CONCERN "EC N C4 PI LUIS..* AND ELECTRICAL 4 TRUSS C,E5K2IN BY MA&E. TRUSS PLAN SHOW- IS FOR GENERAL LAYOUT ONLY SEE D' v. 6100 SHEET A -I - TR.155 LOADING SEE DID' 01000 A S►1EE• A -• - TRu55 SPAN PER FLOOR °CANS - TRUSS TYPE PER R "OF FRAMING PLAN RCAF FRAMING SPACING 24' cc. UN.O. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4 /ERI ' 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. g_ ALL HEADERS ARE 4-0 DF 2 U: LO PROVIDE ! 1! TRIMMER STUD UP TO 4' -0' SPAN AND 2 TRIMMER STUDS CvER 4' -0' UN.O. SEE Dlv- 06100 SHEET A -1 1 FRAMING PLAN KEYNOTES BACK FRAMING AND SOFFIT AREA AS REQUIRED TC ALLOW FOR I-IVAC DUCTING SEE Div.IS SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF ALIGN EDGE OF JOIST WITH FACE OF WA_L ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UP'.,LT - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACEN- FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE '✓ENT 5EE CALCULATION SEE Dlv. 01002 5HEET A -1 F -8 ) t F - II ) F -12 F -I3 ) F -I4 F -15 ) 2X6 CEILING JOISTS s 24' OC FLOOR JO ■S - SEE SC+-- E:.;:__ SEE Div. 06100 SHEET A -I SEE ELEvATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div. 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR I-IVAC OVER BEAM AND BEAM BUMPS DOWN BELOW J015T5 2x6 OVERFRAMING s 24' OC. PROVIDE 2x6 STRONGBACK PURLINS AND 2x KICKERS AT 6' 0' oc TO TRUSSES BELOW. CITY Of 1UFU' DEC 2 0 2402 SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE GP/ POINT LOAD FROM ABOVE W/ LOADING El POINT LOAD TRANSFERING DOWN €- POINT LOAD TRANSFERING DOWN W/ LOADING 6QP k HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER r - -- - WALL AE3OVE 1==t WALL BELOW NOTE. UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. PFVLS1Ot'1 N0.1 �2DGb -Z95 4 JOB NO.: 0013121 SHEET A4 00131.21 TITLE ,1 5 111/16• 5' -0• 4• -n• 4' - II I/2' 11' - 2 111' I I 5' I I I - 5'-1 1/2' 20 , i • i vros i: R15 , ( P -5 ) . II CARPET = i^ W.I.C. CARPET l � . Bdrm #3 1 CARPET 24 rY l v "_ 9 / •n C - 7 -, I `� ' I- .. I- ,. I Ri5 2b50 /SENOR P -1 3' -1' CLIP CORNER ® vros Bath 2 VINYL / 1' o f P -II J I Bath 2650 SOAKER =/SHWR P-1 ' ' o ARPET ; ,(t I " � r P i2 OE.p STAIR 5LOPE 2x0 WALL , 2¢ , Hail CARPET �� NFU 4_ TT. 2¢ I' �_ J �y 4, . � 4. co FOR RETURN AIR . — '') 10' -0' II' 3'-11' I ON 14R 5 I/2' 2'-3 1/2' I IRIS L o 6 it ' pde / 8 5D MJ drm. SD I. SC. 2k T in 1. -2. 5' -9• 8 ? Sitting CARPET Bdrm #2 CARPET i P -5 ffi 3040 1 'MOW NIMMINIMINIIIMU 5040 P -5 ) _ . \ I I Ti L- J r — . L - - I J 401/2 5' -6' 5'- ' 1/2' 6' -3 1/2' 6 4'-2 I/2' 2 ': 4 ' 12' -6 IT 8' -5' I1' -0 1/2' `. 32' -0' I 9 0 LWALL LINE BELOW ROOF LINE BELOW SYMBOLS AND LEGEND J FAN- DrREC' .EN" TO O UTSIDE -BATo4RCKMIS .LAtlDRY 50 CFM MIN -IC`TC h ICQ' CFr mat - WHOLE MOUSE FAN 100 CFITI MMt vTOS WIHOLE MOJSE EXHAUST FAN SC•IECTED TO A 24 -OJR ' - 'IER - 'oc CFM "c * vr05 !� THERMOSTAT • 50 ABOVE FLOOR G. 110.- 5r1OKE DETECTOR PER UBC WITH BATTERY BACKUP 1NTERCOMECTED 24 HOUR T?!ER T tI OLE “OUSE F AN r"ECMIWICAL PLJ'BatG AND ELECTR CAL SYSTEM FOR WITS PER DIv. b.* SEE SHEET Al 1 � 1 A- PRO/ OE 6' - :"�'cR =AIMS-. G Q N - hKE Peo PUTS!DE TO RETURN AIR PLENLV <' RANAcE WI "1OTORZED FLOW CAMPERS B- PRC /'DE THERMAL EXPANSION TANK AT WATER HEATER_ C. STRAP WATER HEATER TO FRA LING AT TOP AND BOTT PER _IPC SEC 6085 • LI'IC SEC 3034 O PRO.-IDE PRESSURE RELIEF L INIE P....." TO OUTSIDE � UPPER FLOOR PLAN v 0 \ \ \ 1 GENERAL PLAN NOTES 1 FLOOR PLAN KEY NOTES P -2 P -I P -3 P -4 , (P -6) I P -1 P -8 ) C P -9 (P -I0 P -II ) P -12 ) (P -13) ( P-14 P -15 ) P -16 (P -11) P- IS ) (P -i9) P -20 �P -21) P -22 P -23 P -24 R 6EE CO /ER S-EE T FOR ALL GENERAL NOTES AND R£aJIRE"EN • S ? ENERGY ANC AtR aluAILITY NFOR!`"ATION SEE Div r SHEET A - 3. SEE B5 E_E ..:T ON FOR riDOt: OPERA' ION SEE D. v 8 SaEET A -, 4. SEE ` PICAL MATER' A` S LIST ON SECTION SHEET S. SEE CCvER SHEET FOR A:-L NOTES AND REQUIRE -1 ENT5 CONCERNING mECi.IANICAL PLUMBING AND ELECTRCAL OCCUPANCY SEPARATION. APP._Y (9 LAYER 5/8' TYPE 'X' GiUB TO AL— CEILING ,,QISTS u.=.iLS, P O5TS ANC BEAMS SUPPORTING STRUCTURE ABOVE FROM MUD SILL TO ROOF SHEATH NG AP°LY <2, LAYERS OF 5 'TYPE 'X' G.WB. TO TRUSSES AND TJI FLOOR JOISTS. SEE Div. 010025 SHEET A -I_ 1 3/8' MIN SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE Div 010025 SHEET A -1 STAIR ASSEMBLY NOTES PER UBC SECTION 1003 J AND DETAIL I2/D2 A. HEADROOM MIN. 6 -8', WIDTH MIN. 3' -0'. B. TREADS 10' MIN. DEPTH RISERS 8' MAX. HT. C. HANDRAIL MIN 34' TO MAX 38• ABOVE TREAD NOSING. HANDRAIL 1 1/2' MM_ TO 2' CROSS SEC ON D'''ENS T AND 2' MN. CLEAR FROM WALL. RETURN RAIL ENDS. INSTALL FIRE BLOCKING AT STRINGERS TOP AND SOTTOP'1 AND ADJACENT WALLS :. E CCvER USABLE SPACE UNDER STAIR WI 5/8' TYPE 'X' GILLS. (2) LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS SEE DIv. 010020 SHEET A - 1. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN IS' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND ° I/UIERS D. GLAZNG IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A -1 EGRESS WINDOW PER UBC, SECTION 3104 SEE DIv. 08600 SHEET A -1 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIv. 15 SHEET A -I COvER WALLS ADJACENT TO TUBS AND SHOUJE125 WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIv. 09250 SHEET A -1 (2) LAYERS OF FLOOR 51-1EATHING OVER FRAMING. 8' MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -1 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIv. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABCvE WALL LINE BELOW D . FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIv. 010028 SHEET A -I 8. ZERO CLEARANCE FI REPLACES SHAL_ CONFORM TO UBC REQUIREMENTS. SEE Div. 01002.8 SHEET A -1 C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIv. 010028 AND 9 SHEET A -1 D. FIRESTOP OPENINGS AROUND PENETRATIONS AT EACH FLOOR PER UB.C. SECTION 114. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL FER UBC SOS A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIv. 15 SHEET A -I PLANT SHELF UPPER AND LOUDER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -21 INSULATION MIN. RECEIVED CITY OF TIIKWIL,A DEC 1 7 2002 PERMIT CENT EF. 0 TITLE JOB NO 0013121 SHEET A5 00131.21 ncri6 NO. 2)2000 ROOF VENT CALCULATION BASED ON 3 2 -V7 HOLES PER VENT BLOCK ROOF VENT CALCS BASED ON UBC SECTION 15053 TOTAL ROOF AREA 863 5F/300 .284 5F OF VENT AREA REQ 50 % AT EAVE • 142 SF REQUIRED 50 % s 36' (MN) ABOVE EAVE . 144 SF REQUIRED 2 ROOF JACKS AT 50 SQ. IN. EACH =IOQ SQ. IN, .69 SF , 56 LF. OF EAVE VENTS AT 52 SC. IN./LF= 2912 5Q IN..2A2 5F 2_ GABLE END VENTS AT $_ x 24 • I_ 5Q. IN. =.74 SF GABLE END VENTS AT Q x p____ _ Q__ SQ. IN..0 SF 1 GABLE END VENTS AT $ DIA. = 24 50. IN. = .17 SF TOTAL VENTS PROVIDED ROOF JACKS = S9 SF EAvE VENTS . 202 SF — GABLE END VENTS . _ gF TOTAL SF OF VENTS PROVIDED _ 3162 SF . AREA MAY BE I/300 IF A VAPOR RETARDER IS INSTALLED ON THE ,LiAR1 -I SIDE OF THE ATTIC INSULATION. USG 15053.2 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' 11E 5H • 4 I WALL LIFE BELOW ROOF LINE BELOW 1 D � D2 UPPER R6OF FRAMING PLAN z 1 D2 SCALE I/4'.r -O' RECEIVED rl+TV OF TUKWILA DEC 1 7 2002 PERMIT CENTER 1 GENERAL FRAMING NOTES I 1 FRAMING PLAN KEYNOTES � F-1 3 F -2 F -3 F -4 F -5 F -6 ) l F -1 F F -S ) F -10 ( F -II ) F -12 F - I3 ) F -14 F - 15 ) 0 °S P STxx O L SEE CC.fR SHEET FOR A,.L GENERA_ NOTES ANC REQIUIRE 2 SEE TYPICAL *"ATER A..S LIST ON SECTION SHEET 3. SEE CO ✓£RS EET FOR Ate_ NOTES AEG REAL 'ZS - 5 CONGER- NG - SO.-2-'N o :rBNG App ELECTR >CAL 4 TR S5 DESGN B7 ' "+6.KIF TR.r55 PLAN 5'401114 15 FOR GENERA_ LA`'OJT ONLY SEE D v. 61010 SHEET A -I - TRU55 LOADING SEE Div 01000'A SHEE A- - TRlb5 SPA1 F'ER g_OOR o ANS - R,:55 TYPE PER ROOF FRAt"'ING PLAN 5 ROOF FRAm..ING SPACING 24' O C- UN C b. ROOF P Tow- EXTERIOR PER ELEvATION 'NTER: 1 =ER SEC'ICN. 1 RAFTER TAIL 2x4 '✓ERIE" $ . ROOF TAIL AND RAKE OvERH+ANG PER ROOF PLAN. t AL_ HEADERS ARE 4,10 DF 2 UN.O PROVIDE <1 TRIMMER STUD UP TO 4' -0' SPAN AND 2 TRIMMER STUDS OvER 4 -0 UN_O SEE DIv. 06100 SHEET A -1 BACK FRAM RIG AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIv.15 SHEET A - RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROO= =RA- NG '"'E""BERS ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUT51DE J FACE OF WALL UF",LT - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM 15 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIv. 01002 SHEET A-1 F-OCR JC'5 - SEE 5C-»ED .LE D.u.Cs. SEE DIV. 06100 SHEET A -I SEE ELE AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING I SEE DIV. 06100 SHEET A FLUSH - BOTTOM OF BEAM EvEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR WvAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2x6 OVERFRAMING * 24' OC. PROvIDE 2x6 STRONGBACK PURLINS AND 2x KICKERS AT 6 -0' oc TO TRUSSES BELOW. 2X6 CEILING JOISTS s 24' OC SYMBOLS & LEGEND 0 POINT LOAD FROM ABOVE g Q P � POINT LOAD FROM ABOVE W/ LOADING ® POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER 21 WALL ABOVE 1 =r WALL BELOW NOTE. UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. TITLE JOB NO. ' 0013121 SHEET A6 00131.21 F 4 "D2060 -Z `IS L b:12 REAR ELEVATION 'I 12 • • SIDE ELEVATION b' HORZ SIDING )5'x24' VINYL VENT SIDE ELEVATION TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) BUILDINO PAPER: (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) OWB: (DIV. 9) EXTERIOR WALL CONSTRUCTION SIDING MATERIAL (DIV. 7) BUILDING WRAP. (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBFLOOR: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA SHINGLES (DIV. 010005) 30# BUILDING PAPER 7/16' OSB OR EQUAL PER PLAN R•30 BLOWN•IN 1/2' RE -SAWN PLYWOOD 5/8' GWB WOOD SIDING (DIV. 01005) 15# BUILDING PAPER 7/16' OSB OR EQUAL 2x4 STUDS ATI6'0C R•19 BATT W/ INTEGRAL VAPOR BARRIER 1/2' GWB FINISH PER PLANS (DIV. 01005) 3/4' T&G (PLYWD, COMPLY, OR EQ.) PER PLANS R•19 BATT 1/2' RE-SAWN PLYWOOD HEAD 2x4 IAMB: 2x4 SILL: 2x6 INSIDE: 2x2 OUTSIDE 2x4,2x3 2x8 UNO TOP OF PLATE AT PORCH MAIN FLOOR 6:12 FRONT ELEVATION 12 5I STRUCTURAL RIM PER PLAN D Sitting (M. BDRt 1. BEYOND) Entry Crawl Space 12 b1 TRU5SE5 PER PLAN Hall tl Bath 1 j 11M FLOOR JOISTS F'ER PLAN � i BUILDING SECTION A•A Scale 1/4' ■1'4' Nook FLOOR JOISTS PER PLAN (KITCHEN BEYOND) W.I.C. EXTEND CENTER 2x2 TO PORCH TO SUPPORT CENTER SECTION OF RAIL. RECEIVED r:ITy OP T1 IKWILA DEC 1 7 2002 PERMIT CENTER MAIN FLOOR REVISIOt'J N0.1 G1�Y 4F wpv-2,49 D tC 2"0" 2C;�J2 t' " . bo 2cc o - Z9 5 - 8 as 0 N t— o H z (2 CC W T H CV LL 0 o rDA � n ILI ° V '•" a w 1�ll z ' r1 n•l w O ~ � 0 0 v o l M < zt.. A ommes TITLE JOB NO.: 0013121 SHEET A7 00131.21 • NOTE !BASE! TENT SLAB MUST BE N RA PRIOR TO FLU_ BACKFILLN G OF LLA— NO MSULATION BETpEEN BASEMEN' 5LA8 ATE STEM WP�L - Toe a STEW i+WL. APA LATERAL RESTRAINT PANEL 3/8•=1-0' N.T.S. FN151-1 GRADE 3/4•=1-0' • :'.5 ' FOUNDAT6' NIOF D 8' TA 8' 0' FOUNDATION , DETAIL , 3/4" =1-0' 2x W 2X• .ap PLATE 4if DOOR .OR (SEE FRIG PLAN FOR S+M r NAL S+EAT.Ks TO TER i. Do NAILS • 3' CC • SHR i&4_ LOC UNO S• NAL L 5C►EC :•4 STIDSNAL STEANING a - INTO 114A4S • 3' OC TO EACH 5' c UNO Ok SWR a4ALL SC► NAIL 80 !+ArS • 3' OC • ALL PLTS.. •G45. • STUDS -IMO Ai SHR x44. SOEC 2 2•4 AT Afir 5€4t, JOINT 1/16' OSB `. EA'44,:3 "*t 5T•C• STRAP TE ANCUOR NAIL 10 BOARC FOR.. BEND UP AFTER Gc•CRFTE CURES USE 38 -46d1X2 1m8 NALS EAG►+ UNL' 2 -2x• PLATES NAIL S+1TC• TO EA. PLATE (2) 5/8' • AS iW MIN 1' Er BEDMENT UND. ON 5442 WLL SG+EL CC' T.-4.1 u5 FOC TIGW. TL NNE STEPPED FOUNDATION DETAIL (2)'4 BAR • TOP S vERT.J- BAR•8'oc (PIv. 3 SHEET A -I) 1 4 HORZ. BAR • 10' oc (Ply. 3 SHEET A -1) '4 BAR • 12' oc (DIY 3 SWEET A -I) 1 / =.X.X.).- , 814.10 - Y1 5113'•xi ' AB. LW 7X7'X3/16' 5L. STEEL PLATE WANER5 • 4' -0' OC. (D v. 3 5i-EE . EXCEPT AS NOTED C1 NEARWALL SGWEDULE " MN. EMBED (2) BAR • 'OP •4 vERT BAR • i0' oc FULL HEIGHT OF WALL (pity. 3 54EET A -1) '4 VERT. J- BAR• (DN. 3 SWEET A -1) DAMP PROOFING < DIv. 1 SWT Al l '4 HORZ_ BAR • I43' oc (plv. 3 SWEET A -1) 4' PETE. FT'G. DRAM it/FILTER W 14' GRAVEL BED (DIv. 2 SWEET A -1) (3) BAR CONT. (Div. 3 SWEET A -1) SOLID SUBSTRATE 4' CONC. SLAB OvER 4' ROCK OVER vAPOR BARRIOR i)04Vi - Vi)VVU - S4 5/8 AB. U:/ 2'X2'X3/16' 52 STEEL PLATE WASHERS • 4' -0' D.G. (DIv. 3 54EET A -I) EXCEPT AS NOTED ON SHEAF3Jt4L.L SCHEDULE 1' MN E113ED 14 YERT. BAR • I6' oc, FULL WEIGHT OF WALL (DIv. 3 SWEET A- I) DAMP PROOFING ( DIV. 1 SHT AI) (b)'4 BAR CAC (DIv. 3 SWEET 4 -I) SOLID SUBSTR.4E 4' CONC. SLAB OYER 4' ROCK OVER vAPOR BATc'RIOR ADD BARS TO MATCH REMFORC 4J PER PLANS LIE OF EXCAVATION 03300 - 00006.213 CRIPPLE WALL ® FOUNDATION 3/4' =t-0' TYP FLOOR FRAMS PER PLAN (ON • SWEET A-t TYP. FLOOR FRAMING PER PLAN (Div. 6 BEET A -1) RIM JOIST • EXTERIOR WALL 06100-03300-06_3,31 TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (ply. b SWEET A -1) CRIPPLE WALL, PER PLAN, WIT) A MN STD LEW. TH OF 14' PER USG SEC 2320115 (Div. SWEET A -1) SEE FONDA710N DETAIL(5)FOR ANCHOR BOLT ANC RE -BAR INFO. TYP. 1 9 = CRIPPLE WALL ® FOUNDATION 3/4 " =1-0" CANTILEVER FRM'G AT FOUNDATION 3/4' =1-0' E POST /FOOTING CONNECTION 3/4" =1-0" PER PLAN TYP. FLOOR FRAMING PER PLAN (DIN b SWEET 4 -1) BLO( - CNG OYER BEAM BEAM PER PLAN SCAB TGYIETWER W/ NAILER EA 510E AT BEAM SPLICES USE 7x4 SCAB EACH SIDE POST PER PLAN OVER 30' FELT CONT. FOOTING PER PLAN MAT FOOTING PER PLAN (1) CANT. '4 BM A35 RAMSET TO FOOTING FOR POSITIVE CON(ECTION. PER JURISDICTIONAL REQU IREMENTS. 06104- 03300-07_3"Jt TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. 6 SWEET A -I) TYP. FLOOR FRAMING PER PLAN (DIv. b 51-EET A -I) SOLID BLOCKING OVER SUPPORTS LOCATE 5IEATWING JOINT • COMMON MEMBER R11 BOARD 1x3 1' CCNT. SOFFIT VENT 1/2' RESAUN PLYWOOD • SOFFIT TREATED MUD SILL SEE FOUNDATION DETAILS VViV�J - U. vt, - 111 . ,7J 2. -0' Mt 3/4' =1-0' 4 4 FOUNDATION DETAIL PER PLAN FOUNDATION DETAIL 3/4' =1-0' FURRING DETAIL 3/4 " =1-0" SLAB 0 STEM WALL 3/4 " =1-0' T11p E4TEMIOR &AL- C•6TRLCroi PER F ,t16 -Dcv 8 SHEET 4 4- 4' r.. *C DYER 4' ROOK OVER VAPOR BEER R-10 RI.:•C' V8A ATM0• 23cW TREATED PLATE CIFSET 314' 5EE FOU'(JATION DETAILS T3' BUILDRK7 PAPER WIO0 END •250NRT vETEER TE TO FRAHM Ev. 2 542 FT (Div 4 Sheet Al) MASONRY 'vETEER FUR 114 WALL 1• AIR SPACE SEE FOUNDATION DETAILS TYPICAL EXTERIOR WALL CONSTRUCTION PER PLAN (DIN b SWEET A -1 r AIR SPACE CON.. PLASHING WA EEP HOLES • 4' -0' OC. TREATED MID SILL (DN. • SWEET A -1) SEE FO4ADATION DETAILS 6' MN vERFY W GRADE CONTOURS NOTE THIS OPTION CAN NOT BE USED AT SWEAR (WALLS. t7441N . 0 M7 J ._ I s it TTP FLOOR FRAMING PER PLAN (DIv. 6 SHEET A -1) TYP EXTERIOR WALL CONSTRICTION PER PLAN (Dlv b SHEET A -I) LOCATE SWEATWII4 JOINT • COMMIGN MEMBER BLOCKING OR JOIST • WALL RR1 BOARD P 2x FIRE BLOCKING VAPOR BARRIER DAMP PROOFRYo (DIv. 1 ST-IT AI ) SEE FOUNDATION DETAILS 06100 - 03300- 21__TJt TYP EXTERIOR WALL CONSTRUCTION PER PLAN (DIV 6 SWEET A -1) 4' CONC. SLAB OVER 4' GRAVEL BED (DIV. 3 SWEET A -1) TREATED MILD SILL (PIv • SWEET A -I) 06100 - 03300 -03 4 t5' 3/4' =1-0' HANGER OPTION 6w TYP. =DIv. 3 NEE, A -1) INTERIOR BEARING SALL IOfv 4 5WW 4 - ¥2•* s 10' AD. • 4 -0' Ot_ Ip•y 3'yW A - SLAB ON GRADE PER PLAN : Div 3 SWEET A -1) IMPOR BARRER corr. SPREAD Fi( FER PLAN (DN. 3 SWEET A- 11.45' (2) BAR CONT (DIv. 3 SWEET A -Ii FOUNDATION /FRAMING CONNECTION 3/4' =1-0'' EXT. DOOR AND FRAME (DIV. 8 5WEET A -1) p00R TNRESNOLD FLAN * AS REQV. (Ply. 1 SWEET A -)) NERVESTRAL FLAN -MG 4' GONG SLAB OvER 4' GRAVEL BED (Div 4 SHEET A -1) 2x12 TREATED TRESHOLD TRIM RPM JOINT TREATED MASS SILL (DIv. 6 SWEET A -I) •4 VERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB TYP. FLOOR FRAMING PER PLAN. (ply 6 SWEET A -)) EXT. DOOR THRESHOLD DETAIL FULL WIDTH TREATED MUD SILL HANGER PER MFG TYP. FLOOR FRAMING PER PLAN (01v .b 54EET AN) EXT. DOOR AND FRAME (DIv. 8 SWEET A -11 DOOR THRESHOLD FLASHING AS REQD. (pIv. 1 SHEET A -1) NERvESTRAL 1L4514ING 4' CONC. SLAB OVER 4' GRAVEL BED (DIv. 4 SWEET A -I) TREATED MUD SILL (DIv. 6 SWEET A -I) 1' AIRSPACE TYP. '4 VERT. RE - BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER Pt AN EXT. DOOR THRESHOLD DETAIL 3/4W -0" TYP. FLOOR FRAMING PER PLAN (DIV, b SWEET .4-1) 100 03300 05 ._TJI TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (Div. 6 SHEET A -U TREATED MUD SILL SEE F01k4DATION DETAILS POST AND BEAM PER PLAN U- 3 :sl,1i;- proIOU -04 FRAMING /FOUNDATION CONNECTION 3/4• =1-o" ..ii.' i V'1JJ'.n. A+71 PER AN F81444 GRADE T T OP O DOILEL B �.z FOUNDATION DETAIL 3/4' =1-0' 1 ■ 3' -2' 8' I, 10' CANTILEVERED RETAINING WALL 3/4 " =1-0" 3/4 " =1-0" 3/4" =1-0" PER PLAN N.T.5. 4' -4' N.T.S. I I k'll►t• '1„ I10" (CLR) 8 . D . FOUNDATION DETAIL FRAMING PARALLEL TO STEM WALL d Q TI•HTLNE FRAMING PERPENDICULAR TO STEM WALL vrfter =.B 2')C,C1/I6' SG STEE PLATE 1146•ERS • 4-O' OC FDir 3 NEEET 4 -1" EXCEPT AS NOTED CM 5►E•F3rnl_ SOEDIIE T rN C 'J ( 4+0•112 BAR C- OC. r -6' COMER OYEP1AP (DIv 3 BEET A - t) '4 rER' BAR 5.4•E AS STUB 51EEI. SPA .645 (DIv 3 SHEET 4 -U CA I PROOFING ' DT✓ 1 SWEET 4 '4 STUB STEE. P1 FTG • 1b' OC (DN. 3 SWEET A -1 4' PEW FT'G. DRAB TOIL TER N 24' ' RAVEL BED (. pity 2 SWEET A-I) SOLD SUBSTRATE (2)'4 BAR COAT (71v.3 SWEET 4 -1) RIM BOARD TREATED MUD SILL (2)'4 BAR • TOP FRAMING /FOUNDATION DETAIL 0 3300 - 00000 -01 1/1'•x)0' AB. W' 2 2'X27G/lb' S.0 STEEL PLATE WAST-ERS • 4' -0' 0.0 . (D v. 3 S-EE 4- J ExCE° A5 NOTED ON SFEARWALL SCHEDULE 1' TIN. EMBED (2) •4 BAR • TOP '4 VERT. BAR • 10' oc FULL WEIGHT CF WALL. ' 3 54EET 4 - 1) DAMP PROOFING ( Dlv. 1 Si-IT Al) '4 vERT. J-BAR • 5' oc (DIN. 3 SWEET A.I. '4 NOR" BAR 1 10 OC (DIv. 3 SWEET A -l) -..--- 4' PERF. FT 'G DRAM WPILER IN 24' GRAVEL BED (Div. 2 SWEET A -I) (b) '4 BAR CONT. 101v 3 SWEET A -l) 50L 10 SUBSTRATE 03300 - 00000 - 32 5/8'0x10' AB. IW 2')0X3/16' S.Q. STEEL PLATE WA5FERS • 4' -0' O.G. (DIV. 3 SHEET A -I) EXCEPT AS NOTED ON SWEARWALL SCHEDULE 1' MIN. EMBED. '4 VERT. BAR • lb" oc. RILL WEIGHT OF WALL (DIv 3 SHEET A -1) S vERT.J- BAR•8' (DIN. 3 SHEET A -1) '4 HORZ. BAR • 10' oc (DIv. 3 SWEET A -1) • 1 4 BAR • C' oc L =2' -6' (DIv 3 SHEET A -I) TIGHTLINE SEE FOUNDATION DETAIL(S) TREATED MUD SILL SEE FOUNDATION DETAIL(5) 04MP PROOFING ( DIv 1 5WT AU (1) '4 BAR CONT. (Div. 3 SWEET A -I) 50_10 SUBSTRATE 4' PEW. F1•G. DRAM U4FILER IN 24' GRAVEL BED. (DIv. 1 SWEET 4-I) TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (Ply 51-IEET U r LOCATE 544EATHMG JOINT • :11 COMMON MEMBER RT TYP. FLOOR FRAMING PER PLAN. (DIv. b SHEET A -U TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIV. b SWEET A -I) LOCATE SHEATHING JOINT • COMMON MEMBER SOLID BLOCKING • RIM J0151 • EXT. WALL PONT LOAD BEARING PER PLAN RECEIVED CITY OF TUKWILA TIP. FLOOR FRAMING PER PLAN. (DIV. b SWEET A -11 l 1J J 4) V — 1111'IJCA7�- JD .c 2 0 2002 4) 1 .:.,LJ A E .m4 z DEC 1 7 2002 PERMIT CENTER ))4300 -111 141 4 O -- ISJ ~WZ W F F (/ � F 1 z oz 1 J 4 �A O w ZW O J f G 0 Z Z W O z E IM* W E MMi 1 JOB NO SHEET D1 ��IlIS10NNQ.I. .12 Ce0 -7273= C MN BELOW GRADE TYP. DECK CROSS SECTION 3/8' =T-0' DELETE RA.- IsEN nuSrE.D DECK E_E.2T1pa +S 34,' OR _ESS - Ai5OvE FINN ED GRAM ?xb 7x2 • 5 I/2' OC ( CLR D 1ST PTO. NOT TO ExCEE'r 4' 501 ID 131OGKING O#£IR SUPPORTS 3/4 x 4 TK CDR DOUG ATTACI- LEDGER ILL 2 ROILS OF I/2' DIA - 3-V2' -AG COLTS A` Ws' at TTP TJI FLOOR A2'1W G PER °LAN 2, POKY WALL 4x BEAT SIZE `O REDUCE TAMER ER OF POS S • 2 STORY CONDITION OR JgN PJSTS EXCEED 4' IN LENGTH SCAB ua 2x4 EA SIDE 2x (2' GREATER PEPIN THAN JCASTS) FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WT+r FIN_ SUB GRADE c 3' BELOW F+VIS -- A N C ••Ca FINISH SUBGRADE ON 5OL ID SUBSTRATE 06200- 06170- 19_T3 n SKvLIGI-IT FLARE WELL DETAIL FRAME OVER WALL DETAIL 3/4' =T-0' SECTION ® BEAM 3/4' =T-0' L HEADROOM MN b' -8' WDTN MIN. 3 %0' PER UBC 1006.15 2. TREADS S' MD( DEPTH. RISERS 8' MAX NENGNT 3. HANDRAIL Mk 34' TO MAX. 38' ABOVE TREAD NOSING NANDROIL 11/2' MIL TO 2' MAX CROSS SEC110N DIMENSION 1 I IQ' MIN. CLEAR FROM WALL, RETURN RAIL ENDS PER UBC SEC 10065 STAIR SECTION DETAIL 3 /4' =T-0' FRAMING PER FLAN WI • 48' OC. AT OUTSIDE FACE OF AALL 2' MIN CLR FOR v£NTELATION BLOCKING BEAM PER PLAN RAFTERS PER PLAN 2x BLOCKING SKYLIGHT SIZE PER PLAN. PROVIDE FLASHING AS RECOMMENDED BY MFG. 2x6 CURB TYP. GAO. • CEILING ROOF FRAMING PER PLAN wv vfsw - sr 2x4 • ROOF AND FRAMING MEMBERS TYP. 07300- 06100 -01 WALL STUDS BEYOND DIX JST. BLOCK AS NEEDED SEE PLAN SEE PLAN FOR TYP. RISE 4 RUN DIMENSIONS 3/4' PLYWOOD RISER I V8' HARDBOARD TREAD WITH EASED NOSING 3 - 1x STRINGERS TYP. U.N.O. CENTER STRINGER WIN 1 - 2x4 STRONG BACK TYP, NAIL WALL STRINGERS W/ (2) Ibd TO WALL STUDS 5/8' TYPE 'x' GLIB. AS REQUIRED SEE NOTES BELOW 1x KICKER PLATE 4. INSTALL FIRE BLOCKING • STRNGER5 TOP I BOTTOM T ADJACENT WALLS) PER UDC SEC 1062 COVER USABLE SPACE FINDER STAIR WITH CEILNG E AREA - DER NEC 00333.5 b. NTERI'EDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 5053 06200- 06100-01 EAVE DETAIL 3/4' =T-0' 3/4' =T-0' GABLE END DETAIL 3/4' =T-0' OVERHANG PER PLAN OvERNA•G PER PLAN GABLE END DETAIL PRESSURE BLOCKING FOR 'RR' PRESSURE BLOCKING 2X4 BRACING AT ! 45' • 8' -0'oc FROM TP. TO ROOF SHEATHING NSTALL W/ PRESSURE BLOCKING DO NOT TOE NAIL. TYPICAL ROOF CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION WEANING WITH I6d • O.G. TYP. 2x4 OUTRIGGERS • 4' o. c. WITH 1x2 BETWEEN FOR TRIM 1 06100- 07300 -06 TRIM PER ELEVATION BAF:,E BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL TNRU SKIP SHEATHING WITH Ibd • O.C. TYP. 2X4 OUTRIGGERS • 4' O.G. WITH 2X2 BETWEEN vv Tw J JV I4 k TRIM PER ELEVATIONS BARGE TYP. SEE ELEVATION 2X4 BACKER FOR BARGE - NAIL TNRU BLOCKING AT CEILING LINE 2x4 LEDGER • INT. CEILING LINE (TYP EXTERIOR WALL CONSTRUCTION) BALLOON FRAME GABLE END WALL in wu v/svu - 1d EAVE DETAIL 3/4' =T-0' EAVE DETAIL 3/4' =T-0' SEE ELEv. 0 EAVE DETAIL 3/4' =T-0' EAVE DETAIL 3/4' =T-0' 0 IEEE ELEv EIFFEL EXTEND b' ABOVE BAIT. INSUL. OR 0' ABOVE BLOWN INSUL. (TYP. ROOF CONSTRUCTION) 2' MN CLR FOR VENTING HI • 46' O.C. AT INTSIDE FACE OF WALL INO ON SHEAR WALL SCIEDULE 2x BLOCKING WITH (3) 2' • HOLES WITH SCREEN OF f�rD�� at TYPICAL ROOF CONSTRUCTION 2' MIN. CLR. FOR VENTING NI • 48' O.G. AT INSIDE FACE OF WALL INO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3)1' • HOLES MTN SCREEN ISEE ELEv. 2X BLOCKING TYP EXPOSED RAFTER TAIL ' TYP. GUTTER FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRUCTION f,LAIISION NOJ._ 08100-07300-al VJI VyV .r EXPOSED TRUSS TAIL (1W. GUTTER) OVERHANG FASCIA PER ELEVATION PER PLAN (TYP. EXTERIOR WALL CONSTRUCTION) L t31tJu- of;SUU -I) RECEIVED rITY OF T1IKWILA DEC 172002 PERMIT CENTER " goo a. a W W F UW m I � o z O V _J 0 QU w _ W J Z 0 z Z W z H ci) H 4t 4t z H 5 CC Zw CO O O U • Cw u =O v) O CC ( D ? w (1) z w CC CD 0 O w cc Lt > J tl �= <U IX w Q J O W • J CL °o= W(" co J Z wCZQ Q mO0 a <zoo OO�o Z° °ZIn I--Occ Z c00 =Z Q U w w CC Z CO O zr-c <m U JOB NO : -- SHEET D2 � M v 6 4 NAIL FLOOR SHEATHNG THIS AREA WITH- 10 • 6' oz. EDGES 10d•/2' BLOCK ALL EDGES — TT P ttr1L L CCNSTNUCTpt ItlT SrEATIPP i FER SCIEDILF BOTTOM PLATE NAILING PER SHEARWIALL SC+EDILE TJI OLOCKIra TYP TJI FLOOR CON6TRICTION4 SHEAR WALL 1 PERPENDICULAR TO FLOOR JOISTS 3/4•=1 -0' 1 TJI TYP- BALL CONSTRICTION WITH WALL SHEATHING PER SCFEDILE TYP TJI FLOOR CONSTRUCTION BOTTOM PLATE NA1LIPG PER SHEARWALL SCHEDULE ID d NAL • b' oc_ PLYILD. TO RM1 JOIST STRAP PER PLAN - BEND UNDER RIM JOIST TO TJI UE13 STIFFENER. JON PANEL EDGE ON COITION MEMBER PANEL EDGE NALPG NTO COMMON MEMBER 4 FIELD NAILING PER SCHEDULE TJI BLOCKIG jr T uEB STIFFENER EA. SIDE STRAP PER PLAN - BEND OvER RM1 JOIST TO TJI UEB STPENER TOP PLATE NAILNG FER SHEARWALL SCHEDULE TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE ® STRAP TRANSFER ® JOIST 3/4•=1-0' 17610- O61OO- 36_331 5 4 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =T-0' 1 i 1 5 4 1CP PLATE t.ALRNG PER SA.Wr4..i SOFDILE DOTTQ" PJ'E NALEYa PE* S+EAR64.1. SOMALI PMEL EDGE 4 FIELD NALPG PER SCMEDtLE TJ1 OLOOUG TYP TJ1 FLOOR CONSTRUCTION TYP WALL COHSTIdICTION NTN U 4Li SHEATHING PER SCHEME TOP PLATE NAILNG PER SHEAR UALL SCHEDULE BOTTOM PLATE NAILNG PER SHEARLLIALL SCHEDULE PANEL EDGE t FIELD NALNG PER SCHEDULE TJI FLOOR JOISTS PER PLAN ALIGN TJI FLOOR JOIST (LATH WALL TYP TJI FLOOR CONSTRUCTION TYP. WALL CONSTRUCTION (LATH WALL SHEATHING PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4'=1 flu NAIL FLOOR 5HEATNNG THIS AREA WITH 10 d • b' oc. EDGES AND 10 d • 12' oc. FIELD - BLOCK ALL EDGES WITH 10 d • b' oc. PLYWOOD TO BLOCKING. BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PANEL EDGE 1 FIELD NAILNG PER SCHEDULE TJi BLOCKING BLOCK ALL EDGES PANEL EDGE 4 FIELD NAILING FER SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE TYP WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION 3/4' =1-0' 17570-06100-09_.T.11 NAIL FLOOR SHEATHNG THIS AREA WTH1Od•6' oz. EDGES AND 10 d • 12' oc. FIELD - BLOCK ALL EDGES WITH 10 d • b' oc. PLYWOOD 1O BLOCKING. BOTTOM PLATE NAILNG PER 5HEARWALL SCHEDULE PANEL EDGE 4 FIELD NAILING PER SCHEDULE 1 JI FLOOR JOISTS PER PLAN TJI BLOCKING • ALL PANEL EDGES PANEL EDGE 4 FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARiUALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOIST- OFFSET CONDITION 314' =1-0' 17(5w- os1OQ-- 10_TJI NAIL FLOOR SHEATHING TNIS AREA WITH: 10 d • b' oc. EDGES 10 d • 1Y oc. FIELD BLOCK ALL EDGES — 3/4' =T-0' 3/4' =T-0' DOUBLE STUDS AT NOLDO1N CONDITION TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION St1PSON HOLDOUN PER PLAN AND SHEARWALL SCHEDULE SIMPSON WOLDALN STRAP PER PLAN AND SHEAR WALL SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS ANCHOR BOLT PER SHEARWALL SCHEDULE SHEAR WALL HOLDOWN 70P PLATE /BALING PER SIE.MiALL SCHEME Do'TOM P ATE MAL,* PER 5C.€€.LE b d • b' oz_ PLTt7D TO Rtt JOIST JON PMEL EDClE ON CCtIVN rErBER PANEL EDGE NALPG MO CGM P1 N P"B18ER PER SCHEDULE TYp EETERIOR WALL CONSTRCTIOI. al ILL4LL SHEATI RG PER SC4EDALE TYP TJI FLOOR CONSTRJC"cIN 2114 PANEL EDGE BLOCKNG EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =T-0' ;f : xs vJOH.71 _TJI TOP PLATE NAILING PER SHEA/WALL 5C4EDULE BOTTOM PLATE NAILING PER 5HEARWALL SC4EDLLE 10 d • 6' oz. PLYIC. TO RIM JOIST TYP. EXTERIOR WALL CONSTRUCTION WTH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION BLOCK PANEL EDGE PER SCHEDULE EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =T-0' JON PANEL EWE ON COMMON MEN13ER PANEL EDGE NALNG INTO COMMON hE1"3ER PER SCHEDULE. TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILING PER SHEARUALL SCHEDULE 10 d NAIL •6' RIM JOIST CANTILEVERED FLOOR JOIST 1?t510- UU5700- 02__TJI JOIN PANEL EDGE ON CON'MON MEMBER PANEL EWE NAILING INTO COMMON MEMBER i FIELD HALM FER SCHEDULE. 10 d NAIL • b' oc. PLYUD. TO TJI BLOCKING TOP PLATE NAILING PER SNEARWALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE C/ V1C -OV iVRI -'II V _ t WI It V IV'V•JJVV ^lN.�, t �1l t 3/4' =T-0• 3/4' =T-0' 3/4' =T-0' 3/4' =T-0' SEE PLAN TYPICAL V4 CQ6'RL'/.a. WILL S EATHPG PER SAErtLE T' TJI FLOOR CO16TRUCTAt DOOM PLATE /BALM PER SHEARW ILL SOB/En/LE JICI+ PANEL EDGE ON conic% MISER PANEL EDGE NALNG MO C.01 PEMER PER SC+EDL E 10P PLATE NALPG PER SHEAI71114LL SCHEDULE PANEL EDGE AT BOTTOM OF SILL PLATE EDGE NALPG PER SCHEDULE ANCHOR BOLT PER 50Et LE SEE ARCH. DETAILS FOR FOtNOA COD'ONS SHEAR WALL PERPENDICULAR TO FLOOR JOISTS ® FOUNDATION TYPICAL WALL CONSTRICTION WITH IL4LL SNEATNI1 PER SCHEDULE TYP TJI FLOOR CONSTRUCTION BOrcM PLATE NAILNG PER SNEARW4LL SCHEDULE JON PANEL EDGE ON CCH"ION MEMBER PANEL EDGE NAILING NT O COMMON MEMBER PER SCHEDULE PANEL EDGE AT BOTTOM OF SILL PLATE. EDGE NAILING PER SCHEDULE. ANC-FOR BO_' =FR SC-+EDL SEE ARCk DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION TYP FLOOR CONSTRUCTION TOP PLATE NAILING PER 51-EARWALL SCHEDULE TYP EXTERIOR WALL CONSTRUCTION MATH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILNG PER SHEARW4LL SCHEDULE JON PANEL EDGE ON COMMON MEMBER PANEL EWE NAILING INTO COMMON MEMBER PER SCHEDULE CRIPPLE WALL (Div. 6) SHEATH CRIPPLE WALL SAME A5 514EARW4LL ABOVE OR PER SCHEDULE PANEL EDGE AT BOTT011 OF SILL PLATE. EDGE NAILNG PER SCHEDULE. SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL o CRIPPLE WALL CRIPPLE WALL (DIV. 6) SHEATHING PER SCHEDULE PANEL EDGE t FIELD NAILNG FER SCHEDULE ANCHOR BOLT PER SWEAR/ALL SCHEDULE (2) BAR CONT. (DIv. 3) 17613-03300-01_ TJI 17810- 03300 -02._ TJI 1 l CS1U -J irdLIV--U0, - -1 JI VISION N0. SHEAR WALL ® CRIPPLE WALL - INTERIOR 0 RECEIVED , 1ITV OF 7('KWIt A DEC 1 7 2002 'ERMIT CENTER 4 a kJ w z AG 0 w Q Z �Z Kr O tJ Q � � Q U wp z w a_ — z 1 Z — w F O z (/) a '47C w d x (i) 4t cr) z / 000 im 2157 5 o3:300, 1 1 1 Z > Q (Oo OO - Q ct w O CC • w "" 0 J 3 0 z w T 0 co W z I1.; w >Ja Q JOC -� Q j O LU 1— J w CC LU CL ~ w 0= w Jz O Z 0 0 w • 0ZQ QC 0 cc O <z z o 0 0p0 Z OOZ C n « ctc_ �p0w0 ~ LU w > w Z m w LU 00 zz )-Oam j‹ )8 NO SHEET si • • ' 4 HOLDOWN STRAP AT JOIST $E. L_ PER PL AP. APO SE.:: Sr-AMU (2) STUDS AT EACu STRAP 80770!1 PLATE NAILING PER SEARISALL SCNEDILE SOLE) BLOCKING AT STRAP BEAM PER PLAN HOLDOWN STRAP AT DROPPED BEAM 3/4'4-0' ; ,a *z•-t sT;JC It 131 SFEARaUALL PER PLAN ANRD SHEARUALL SCHEDULE (2) STUDS AT EACH STRAP BOTTOM PLATE NAILII.6 PER 54EARWALL SCHEDULE JOIST CR BEAM PER PLAN 3/4' 4-0' libiu-im uv-zs_ / J1 Ib d•6' OC. 12 3/4' =T-0" TRUSS OR BEAM PER PLAN bIPIPSCN 0516 STRAP MASTED' OFFSET DRAG STRUT TRUSS OR BEAM PER PLAN 2x4 FLAT BLOCK/.G NAIL STRAP WY 8d COTTON • 8' oz. / SIMPSON 0516 STRAP `PER PLAN. LAP ONTO WALL OR BEAU AND NAIL WITH 8dCCMMON•4'ot. DRAG STRUT CONNECTION 3/4' =T-0' 3/4' =T-0' � - TWISTED —T T 1<1 / TYPICAL EXT. WALL CONST W/ WALL SHEATHING PER SCHEDULE 2X BLOCKING ROOF SHEATHING AND NAILING PER PLAN AND SHEARUALL SCHEDULE 17610- 07300 -33 17610-073C-, RUN SHEATHING BEHND 2X4 LEDGER RAFTER OR TRUSS CHORD WITH (2) Ibd NAILS AT EACH SW AND (2) Ibd NAILS AT EACH BLOCK PLYWOOD SUBFLOOR TO EDGE OF BEAM PANEL EDGE OVERLAPS BEAM TYPICAL TJI FLOOR CONST UPPER WALL TO LOWER ROOF CONNECTION 1: tslu- ursu0- 31__TJI 3/4' =T-0' 1116' 058 OR EQUAL bd • 3' oz. I I 1 T L WEN TRU55 A-IGN5./ WALL USE AN A35 CIF OR A35F CLP BETWEEN TOP PLATE ONE) TRU55 BOTTOM CHORD PER SHEAR WALL SCHEDULE OVERHANG PER PLAN OVERHANG PER PLAN TYPICAL NCO Ca611%nc: 014 TRUSS PER PLAN SiEATH•G PER SEA WALL 50EDLL E 16 'O - G- 54E UK, NAILING BELOW 7x YTM 164 1 0 T1ATC++ SEARIIALL NAL•G BELOW INTO TOP PLATE PANEL EDGE a FEX NALNG PER SCHEDULE TYP. WAIL CONSTRUCTION UTH WALL SHEATHt G PER SCHEDULE INTERIOR SHEAR WALL TO ROOF ROOF SHE AT4rNG 8d AT 4' ot 2x4 FRAMING ALL AROUNO TRUSS PER PLAN WITH SHEATHING PER SHEARUALL SCHEDULE held AT3' SHEAR WALL TOP PLATE SPEAR1U4_. BELOW PER SCHEDULE INTERIOR SHEAR WALL TO ROOF 176 -iii ouv -sv (2) Ib d NAIL ROOF SHEATHING PER SCHEDULE 8 d NAIL • 4' O. • EA OUTRIGGER OUTRIGGER PER ARCH. DETAILS GABLE END TRUSS- CONTINUE SHEATHING ABOVE 51EAR WALL TO UNDERSIDE OF ROOF SHEATHING. NAIL TO GABLE END TRUSS PER SCHEDULE JON PANEL EDGE ON CCMMON MEMBER PANEL EDGE NAILING NTO COM10N MEMBER PER SCHEDULE TYPICAL ROOF CONSTRUCTION TTP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL ® TRUSS GABLE END 3/4' =T-0' OUTRIGGER PER ARCH. DETAILS BLOCKING AT CEILING LINE TYPICAL ROOF CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION BALLOON FRAME GABLE END WALL T7510- 07300 -18 (2) IS d NAIL ROOF SHEATHING PER SCHEDULE. 8 d NAIL • 6' ot. TO TOP CHORD 1 BLOCKING SHEAR WALL ® BALLOON GABLE END 3/4' =1 TV6 ,O c rno -1a OVERHANG PER PLAN OvE4aANG PER PLAN SHEAR WALL ® EAVE 3/4' =T-0' SHEAR WALL ® EAVE 3/4' =T-0' OVERHANG FER PLAN SHEAR WALL ® EAVE 3/4' =T-0' (2) STUDS AT EACH STRAP 8QT PLATE NALNG PER SEAR ALL SCrEDaLE STRAP PER PLAN • SHEAR WALL SUEDULE 1-114 TFIOERSTRAK' L5L RIM BOARL JON PANEL EDGE ON C01110N MEt1DER PANEL EDGE HALM NTO COIt1CN M9'EER i FlELD HALING PER SC+EDtLE TYP EXTERIOR WALL CONSTRUCTION UTH WALL SHEATHING PER SCHEDULE TYP TJI FLOOR CONSTRUCTION HOLDOWN STRAP o FLOORS 3/4' =T-0' Hi•48'OL.AT /SIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 8 d • 6' c. • BLOCKING 12 BLOCKING PER ARCH. DETAILS SEE ELEVATION HI•48' INSIDE FACE OF WALL UNA. ON SHEAR WALL SCHEDULE 8d•b'ot.•BLOCKNG BLOCKING PER ARCH. DETAILS SEE ELEVATION , ,, 04111+ ).C. AT INSIDE CE OF WALL UN.O CN R WALL SCHEDULE • 4' or, • o.c. • BLOCKING • 1 r 01U {.15RJLJ 'L'J__ I Jr TYPICAL ROOF CONSTRUCTION NAL ROOF SHEATHING PER SCHEDULE PANEL EDGE AT TOP PLATE. EDGE NAILING PER SCHEDULE TTP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING FER SCHEDULE TYPICAL ROOF CONSTRUCTION NAIL ROOF SHEATHING PER SCHEDULE. PANEL EDGE AT TOP PLATE. EDGE NAILING PER SCHEDULE. TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE -k, 4 11 V OV'V I V V V ^ll-f fi • � � Q 1 TYPICAL ROOF CONSTRUCTION I $EE NAIL ROOF SHEATHING PER SCHEDULE. FI Fv al SHEA . A35 CLIP PER SHEARW►ALL SCHEDULE BLOCKING PER ARCH DETAILS I;ITV O E T 1wMI P DEC 1 7 2002 PERMIT CENTER TYP EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE �6 1 h ; ISIS N �I , 17t311)- 17730X7 -02 4 � wI- W tO Z z 0 F � Q Q U 'n Quo Z W t J Z Q W O Z 1< Cm) 4.4 bzcZ?5 7 Cr _J LAJ ` W Q U U > c < J w Z � Ii c =O W CL) mo 2O COWZL ccea0O O>Ja. LU SQ cc co IZQ J W W N- — J CC W CL co LU z UJ JZ • UJ O DOO O < Z o (Do O Z Q Z (nW± J Q QZC CL 1 • Z > � LJJ W W W CO 1— n Z W CL' • W CC z -v <c0 •JOB NO --- 7 SHEET S2 SHEARWALL SCHEDULE 00 -23 -QZ CsS6 Y _ GI - T GAB GTE SIDE TE5 58' • 48' A35 CLIPS • 42' oc 16d • t2' Ibd • Q' 1010 PLF G ► -4 OR YES 58' • 48' A35 CLIPS 160 • 0' ibo • ID' CS PLF 543' GIU5 ONE SIDE • 33' oc " 2 -1 I /1' GIB 'FIX SIDES bd YES 58' • 48' 20' 16d • 8' lbd • b' G2 -4 OR COOLER YES 5B' • 48' 20' 16d • b' 16d • 5' 58' GG TWO SDE: , OR 5•/8' P -bL TE5 5B' • 48' 20' bo • 5' 80 • 5' 50 PLY P-b YES 58' • 48' 14' I6d • 5' 16d • 5' ?40 FLY P -4 YES 5/8' • 32' 2' !6d • a' 16d •4' 350 PLF 1/16' 05$ pi.3 ONE SIDE YES 5B' • 74' Ibd • 3' Ibd • 3' 450 PLF PI -310 - USE 3, STUDS • YES 5/8' • 24' A35 CLIPS Ibd • 25' lbd • 5' 545 PLF PANEL EDGES • Ia' oc YES 5/8' • 16' A35 CLIPS (2) Rate (2) ROWS 585 PLF PI -2 USE 3x STUDS • E oc Ibd• I6d•4' USE 3x STUDS STACRED DBL. Fa 1 1/16 05B. 1W SIDES (2) ROWS (2) ROWS P2 -4 STAGGER SIEATI * TE5 5B' • lb' 435 CLIPS 16d • 4' ibd • 4' 100 PLF JOINTS LLV 3x STUDS • • 1• pc STAGGERED PANEL EDGES l2/ ROM DBL. Fill (2) ROWS P2 -3 YES 58' • 1?' 435 D. °S bG • 3' bd • 3' 900 °_= • 5' oc STAGGERED DBL. RIM LLEYERHAUSER 1115 HARDBOARD. SID 11..* OR EQUAL PER 5,1 T'1 COI-0N NO 5/8' • 48' 12' Ibd • 5' I6d • 5' 202 PLF ICED REPORT 2319 L L U) Q% a-- CI) ..J • TYP. • SHEARWALL DESIGNATIONS 0 \ V g / TYP. • SHEARWALL DESIGNATIONS FOUNDATION SHEAR WALLS Scab US' ■I' -C SYMBOLS & LEGEND S PONE LOAD TRANSFERD G DOIIN *Ye PONT LOAD T'RANSFERNG DOIIN W/ LOADING F�1� HANGER PONT LOAD FROM ABOVE PONT LOAD FROM ADOVE aw LOADING PONT LOAD TRAN5FERED BY KICKER HOLD DOWN WITH SIZE DESIGNATION vER' CA- STRAP $ I DES.C.NAT'ON TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WIT= -1 SIZE DESIGNATION INDICATES BEAM CALCULATION UTH INDEXED ►JJ IUALL ABCvE t WALL BELOW NOTE: UNLESS OTHERWISE NOTED ENGINEERING AND CALCULATIO►V5 ARE NOT PROvIDED M THESE DRAWINGS TYP. • 5I E ARWALL DESIGNAT IONS 1 SHEAR NOTES )&ESS SSE NOT:" DESIGN CRITERIA ' SEE C FOR DESIGN CRITERIA GENERAL NOTES I. ALL 54- €ARWALLS S1 -IOiIN ON TIE FLOOR PLAN ARE FOR ;WALLS ON THAT LE /EL. T FICALJ' 5}lOUNI 5+ - t4C'W ). 2. ANCHORAGE IS FOR Si- EARtti.4LLS( PANELS ONLY 116+ERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS NAILS MAY BE SPACED • 16• O.CJMN PER TABLE 23- 11 -B -1 OF UBC. 3 WI -ERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN 5I-EAR DETAILS DO NCT APPLY_ FOLLOW MIN. UB.C. REaLIIREMENTS. 4. PROV=IDE TWO STUDS AT ALL ►+OLD DOWN LOCATIONS. 5. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION_ 6. ALL PLYWOOD OR GYPSUM SHEARWALLS 5+ -=ALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. -1 . DC NOT OVERDRIVE NAILS INTO SHEATHING. 8. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE - APPROVED BY TI-IE BUILDING OFFICIAL ROOF 4 FLOOR SHEATHIN L ROOF SHEATHING: 1/16' OSB APA RATED SHEATHING (24/01. LAY UP W/ MINIMUM 1/8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE Sd AT 6' oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' OD • ALL UNSUPPORTED EDGES. ALLOWABLE DiAPI -TRAM SHE AR =180x082 = 2. FLOOR SHEATHING: 3/4' CDX T1G APA RATED PLYWOOD (45/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG 01. PROvIC>E TIG EDGES AT LONG PANEL EDGES. NAILING SHALL BE I0d AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHE AR =215x =!l1psf 3. PLYWOOD 51 -TALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END TYP. • SHEARWALL DESIGNATIONS M.D REAR 0. FRONT MAIN FLOOR SHEAR WALLS Pi -6I 1 - TYP. • 51- EARWALL DESIGNATIONS. L TYP. • SHEARWALL DESIGNATIONS. M EBAIL 11.D: FEAR O.O Cln Of wito , o DEC 2 0 lS3 I LJ RECEIVED r:ITY or n IKVUII A DEC 1 7 2002 PERMIT CENTER UPPER FLOOR SHEAR WALLS i,�i�IVN�VO..L SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS 4 o tu TITLE JOB NO 0013121 1997 UBC SHEET S3 00131.21 1 J 0 • • I SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' 4-O' STRAP TRANSFER O JOIST 3/4' =T-0' "YP lint COI61wCT 14IITN Y•LL %CARING PE1N SCaED1LE Dona* PLATE MALNG PER SHEA1ir4L- SCMEDtLE TJI BLOCXPG n P TJI BOOR C NSTR UCN TYP WILL CONSTRJCT.CN WATT WALL SHEATI4PG PER SCIEDXLE TYP TJI FLOOR CONSTRUCTION BOTTOM PLATE NAIL NG PER 54EARIU4LL SCHEDULE ID d NAL • 6' or RIM) TO RT JOIST STRAP PER PLAN - BEND UNDER Rt JOIST TC TJI 1E13 STFFENER JON PANEL EDGE ON COMMON r E VER PANEL EDGE NAILPG NYC CCXTION PEI"EER ■ FIELD NAILING PER SC+•ELX.LE 1.11 BLOCKING TJI (LEB STFFETER E4 SIDE HURRICANE TIE IHNiE - HURRICANE TIE AT DEL JOISTS) TOP PLATE NAILING PER 54EARLl4LL SCHEDULE TYP WILL CONSTRUCTION LlTH WALL SHEATHING PER SCHEDULE TYPICAL EXTERIOR WALL COW. w WALL 54EATi411.6 PER SCHEDULE BLOCKING LEDGER - SHEATHING CONTINUOUS BEHIND LEDGER WY PRE5611a'E BLOCKING BETWEEN RAFTERS r TYPICAL ROOF CONSt NAIL ROOF 54EATNNG PER SCEDULE PLYWOOD SUBFLOOR TO EDGE CF BEAM PANEL EDGE OvERLAPS BEAM HANGER PER PLAN LEDGER • NAIL uu I'd • Rs• oc STAGGERED FLOOR C O,S. SHEAR WALL PARALLEL TO BEAM 3/4' 4-0' 176-v,rv'aiQCi -ac -_ ¶,,c SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =T-0' SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4'=T -0' T P1? OP 1N RAM 14ALNG NEAFINALL SC rr LE BOT'OPI PLATE NALAG PER SWAM-ALL OC EDLLE PANE. EDGE 4 FIELD NOL NG PER SC+EDLLE TA EIL0M, G TYP TJt ROIOR CONSTRUCTION TYP aLALL CQ•+TRlCT04 IRTH WILL 5►•ATW•6 PER 5c - EDtLE NAIL FLOOR SIEATNNG THIS AREA WTN 10 d•6' or EDGES AND 10 d • IO' or- FIELD - BLOCK ALL EDGES WT I4 1D d • 6' oz PL YLLOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PANEL EDGE 4 FEW NAILII A PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGER FIELD NAILING PER SCHEDULE TOP PLATE NAIL PER 54EARIIIALL SCHEDULE TYP WALL CONSTRUCTION WT-1 WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION 3/4' 4-0' i rt: 0:TsuXi -09 1,Ii NAIL FLOOR SHEATHING THIS AREA WAIN 10 d • b' or EDGES AND 10 d • 10' ot. FEW - BLOCK ALL EDGES WTW IO d • b' et. PLYWOOD TO BLOCKING. BOTTOM PLATE NAILING PER S4EARWA LL SCEDULE PANEL EDGE R FELD NAILI J PER SCEDULE TM FLOOR JOISTS PER PLAN TJI BLOCKING • ALL PANEL EDGES PANEL EDGE I FIELD HALING PER SCHEDULE TOP PLATE NAILING PER SHEAReU4LL SCI.EDULE TYP WAALL CONSTRUCTION WITH WALL SNEA'NNG PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION 3/4' =1-0" a> fay EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =T-0' EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =T-0' NAIL FLOOR SHEATHING THIS AREA WITH 10 d•6' oz. EDGES 10 d•10'orFELD BLOCK ALL EDGES 3/4' =T-0' 3/4' =T-O0' SHEAR WALL HOLDOWN DOUBLE STUDS AT HOLDC04 CONDITION . -- — TYP WALL CONSTRUCTION LATN WALL SHEATHING PER SCHEDULE TYP TJI FLOOR CONSTRUCTION 9IMPSON NCL DOILN PER PLAN AND 5WEARWALL SCHEDULE SIMPSON HOLDCWN STRAP PER PLAN AND 514 AR WALL SCHEDULE SEE ARCH DETAILS FOR FOUNDATION CONDITIONS ANCHOR BOLT PER SHEARWALL SCHEDULE i , • PLATE w•11.116 PER I NEARIMLL SCHEDULE 00904 PLATE NALNCf PER 54.E..10ALL SCHEDULE IO d • •' oc. PLTTG TO Rim JOIST JON PANEL E GE ON CUftON "cac2 PANEL EDGE KALPG NTH =PM., MISER PER SUEDILE TYP EXTERIOR ar1LL CONSTRLCTO!I ■l WALL SWAMP PER Y.,+EALE TYP TJI FLOM CC•6^4...c Zs1 PANEL EDGE BLOCKING 'f;JP PLATE HAILING P'ER Si-EARWALL SCECuLE BOTTOM PATE NAILING PER SHEARWAL- SC4ED-&E f(' d • 6' c_ PLYWC TC Rt • )GIST JON PANEL EDGE ON COrt1CN mE'TBER PANEL EDGE NAILING NTC COITION PEmBER PER SCHEDULE TYF EXTERIOR WALL CONSTRUCTION LITH WALL SHEATHING PER SCEDULE TYP TJI FLOOR CONSTRUCTION TYP. WALL CONSTRUCTION ON WALL 54EATNNG PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION BLOCK PANEL EDGE PER SCHEDULE TiE't} -I 1 1Ot' .. ;1 BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE 10 d NAIL • b' or. PLYWD TO Rt'1 JOIST TOP PLATE NAILING PER SHEARWALL SCHEDULE TYP WALL CONSTRUCTION WMTH WALL SHEATHING PER SCHEDULE CANTILEVERED FLOOR JOIST JON PANE, EDGE OH CO ION !"E!"BER PANEL EDGE NAILING INTO COMMON MEMBER H FIELD NAILNG PER SCHEDULE 10 d NAIL • 6' or PLYYD. TO TJI BLOCKING Tld?O -C.i 300 - e 4 . T Ji 3/4' =T-0' 3/4' =T-0' 3/4' =T-0' SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 0 FOUNDATION 5E' FL AN r.PC.AL BALL C•61118JCrON •TN SALL S.&A'.ECa PER SC.E.'+AE TYP TJI FLOOR CONISTRUCTION E IOTTOM P_ ATE NAIL /G PER 9440144t. SCEDULE SHEAR WALL 0 CRIPPLE WALL - INTERIOR JON PANEL EDGE ?. COPt'IG1. mEIBER PANEL EDGE NALNG INTO COPS. NEMER PER SCHEME T¢' PLATE hALPG PER S4EARWAL: SC+EDttE PANEL EDGE AT BO ^Or OF S&L PLATE EDGE HALING PER SCHEDULE ANCHOR BOLT PER SCEDuLE SEE ARCH DETAILS uJR FOIADA ao - O+• TYPICAL WALL CONSTRUCT!'' WTH ILL4L. 54EATHNG PER SCaEDLLE TY 1.11 FLOOR CONSTRUCTION BOT'OI'1 PLATE NAILING PER SNEARWALL SCHEDULE JON PANEL EDGE CN C.O.T MEMBER PANEL EC...TE NAILING INTO CCTT CN MET - EER PER SCHEDULE PANEL EDGE AT BC' Y CF S!LL PLATE EDGE NAILING PER SCHEDULE 4NG.OR SOU' PER SCHEDULE SEE ARC- DETAILS FOR FOUNDA'ION CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION TYP FLOOR CONSTRLICTiON TOP PLATE NAILING PER 9HExa1ALL SCHEDULE TYP EXTERIOR WALL CONSTRUCTION WTN WALL SHEATHING PER SCHEDULE 13OT'011 PLATE NAILING PER 514E IALL SCHEDULE JON PANEL EDGE ON CCM10N MEMBER PANEL EDGE NAIL NG INTO COF1'10N MEMBER PER SCHEDULE CRIPPLE WALL (DI\ bl SHEATH CRIPPLE uA.L SALE 45 SHEARWALL 45OvE OR PER SCHEDULE PANEL EDGE AT BOTTOM CF SILL PLATE EDSE NAILING PER SCHEDULE SEE ARCH DETAILS FOR FOUNDATION CONDITION$ SHEAR WALL 0 CRIPPLE WALL 3/4' =T-0' CRIPPLE WALL C iv b S+E4TWANG PER SCNECULE PANEL EDGE I FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARIJALL SCHEDULE (2).1 BAR CONT (DIV 3! DZoOo -29s • aiy OW) SEP 1 8 2001 1'10{ tit) CIT,f,g gU IA AUG 3 0 2001 P ERMIT r;E I o Z 1 o J 'pI f kg Q 3 4 W d ' 4 Q Z 1 t 6r J I _ 1Q'0 QU i d') � ')W W( W U if J Z I4 V Z ? LU F 0 z w a Z > w< :w U), G I -~ � J w Z �Qw1� tea 0 W � c,U L) (-r Zw ~ U L'iwzw smCO - >w CL • ZC Cc Cr LU , - J L1J Li Q UJ : I • co 5. • w i i--- f J C = U Lu - er - X Z Q Gp J2f- ! ' �ZcN� • 0 Z L2 0 w p II z-H — U' > CC w J 11 w w z LC) _aZwS; _ Q ICI if) C C. ▪ C. C OQ c U - . fa) " s CD O OD i 1J Q j 4 '- c CO cr) ICZL ‘ NO 1 SWEET SD1 HOLDOWN STRAP AT CRAWL SPACE 3/4• =1-0' STRAP PER PLAN MOLE SRC CLOOC+i, & 1PERPAN DOUBLE STUD DOUBLE JOIST OR BEAM PER PLAN HOLDOWN STRAP AT FLOORS 3/4• =1-0- •S EAROAL. PER ALAN AND S►EARIMIL. SCIEDILE pc■Tgr. PATE NAMING PER SHEAP/ SALL SCWOULE T7 ° .�� '�:.�S�Q.Z a!'• S4.L SWATHNG PER SCHEDULE E1OTTO"` PLATE NAIL NC, PER 5►EARIU.LL SCHEDULE BLOCKNG AND FILLER BLOC: T:'_'>! } {NSi(X -2d T,H 2x4 FLAT EiLOCK C - h'+AIL STRAP uU 8d COMMON • 8' of f*F ON C516 5TRAF `PER PLAN. LAP ONTO LWLL OR BEAR ANC NAIL ION 8d CQT'1ON • 4' oc. 1) 22000 oqc 16 d•6' OC � 5FPSON 0516 STRAP 'TwSTED' OFFSET DRAG STRUT 3/4• =1-0' DRAG STRUT CONNECTION 3/4' =1-0• UPPER WALL TO LOWER ROOF CONNECTION 3/4 =1-O 1'^, - ! 1 i.+ ( Jr Y31- T iI M156 012 else PER PLAN — Tie SHEATHING AND NAILNG PER SNEARWALL SCHEDULE ROOF SHEA'. NG AND NA:. NG PER PLAN AND 5►EARUALL SCHEDULE 2)(4 LEDGER (2)16d EACH STUV (2)16 d EACH BLOCK : 73i.0 -33 6 NO L .WEN R-56 AW r -L .wlC M ASS CLP OR A35F C.P HEhEE' TOP PLATE AN('i TRUSS BOTTQ+ CHORD PER 56•4R WALL SCHEDULE INTERIOR SHEAR WALL TO ROOF 3/4•=1-0* Try - 3/4• =1-0• 2xb BLOCKING 1 1 ,LJ (NERE+ANG PER PLAN OvERHAN(G 1 PER PLAN TIVIC.AL Rocs .o16TURCTICIA TREE PER PLAN UIPN yEATAFG PER 6►EARUIC4II.. SCHEME ►•O "C *WC. SEAR - OWL WUEDC► DELOR 1, tl',• 'No ' MYTCJ4 SAC AR A.t NAM, DELHI INTO TOP P ATE PANEL Et( ► FELD NAILING PER SCHEDULE TYP W L._ CONSTRUCT/ON IRTN WALL SHEAT4K, PER SLED LE ROOF SWATHING bdAT4' 2j4 FRAMING ALL AR•U)C TRU56 PER PLAN UT. SHEATWK, PER 5HEAR3WLL SCHE::tLE Ipd4' • SHEAR it ALL TOP PLATE SHEARn:4LL BELOW PER SCHEDULE INTERIOR SHEAR WALL TO ROOF (2)* d 8 d AIL • 4' oc • E4 OUTRK,,GER NAL ROOF SHEATHING PER SCHEDULE 2x BARGE H 1•3 TRt1 2x4 BACKER FOR BARGE NAIL TH1ROlY,HI SKIP SHEATHING WTH Ibd 2X4 OUTRIGGERS • 4 O.C. WITH JOIST •ANGER • TRUSS GABLE ETC' TRUSS. CONTINUE SWATHING ABOv£ SHEAR WALL TO UNDERSIDE CF ROOF SHEATHING NAIL TO GABLE EI4C TRU56 PER SCHEDULE JON PANEL EDGE ON COMMON T'IEMBER PANEL EDGE NALNG INTO COMMON MEMBER PER SCNEGILE TYPICAL ROOF CONSTRUCTION TYP E /TERIOR WALL CONSTRUCTION W IN WALL 5HEATHIW, PER SCHEDULE SHEAR WALL ® TRUSS GABLE END 3/4' =1-0• li ele- 0:100 -18 (2) *0 d NAIL • b' oc TO TOP CHHORD ( BLOCKING Ix3 TRIM 2x BARGE 'rP SEE ELE : 4TION 2x4 BACKER FOR BARGE - NAIL THRU 1116 O5C WITH * 1 • OC TYP 2)(4 G'JTRIGGERS • 4' OC. WITH JOIST HANGER • TRUSS B LOCKING AT CEILING LINE TYPICAL ROOF CONSTRUCTION TYP EXTERIOR WALL CONSTRUCTION EIALLOION FRAM GABLE ETV WALL SHEAR WALL ® BALLOON GABLE END 3/4• =1-0' moo-0i.; :.n., HOLDOWN STRAP ® FLOORS 3/4' =1-0' SHEAR WALL ® EAVE 3/4• =1-0' SHEAR WALL ® EAVE 3/4•=1-0• 0 R C^F_R►+ANG PER PLAN e� o ELEV./ V I OVERHANG PER PLAN SHEAR WALL m EAVE 3/4• =1-0r DO PA "E DIALOG PER SAE #LiLE STRAP PER PAM ► SHEAR .JALL SCIE ?.LE 1 w' TreERS LSL RP' BOAR JON PANEL EDGE ON C TIOA( ►'E""CER PANEL EDGE DIAL K, M: COPT ION , ! • • R 4 FELD NALVA, PER St►EDiE E/TER+OR 1l4LL CONSTR./CON ' m+ WILL SAE AU.* PER S'_.EOLLE CAFFEL - E /TENC b' ABCNE NSUL JR ?' ACE BLOLLN %SA. TYPICAL ROOF TR.1C' *1 N4iL ROOF S.EATHK, PER SCHED )' r ►t CL2 =0R rENT;NG Hn • 48' OC AT O:TSIDE FACE OF uIALL LSO ON SHEAR WALL SCH€C•JLE 2/ BLOCKING wTL.,; 2• HOLES T. SCREEN 'SEE ELEVATION (2)$TI1DS Al EIIC+( STRAP TY T.P FLOOR CONS'R,C•ION. PANE. 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