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HomeMy WebLinkAboutPermit D2000-294 - FOSTERVIEW ESTATES - LOT 11 NEW SINGLE FAMILY RESIDENCED2000 -294 FOSTERVIEW ESTATES —LOT 11 4234 So. 137th St. SEE ALSO: M2000 -205 and M03 -014 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: DUJARDIN DEVELOPMENT CO Address: PO BOX 1059, SNOHOMISH WA Contractor License No: DUJARD *204L0 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,108 SQ FT SINGLE FAMILY RESIDENCE WITH 906 SQ FT UNFINISHED BASEMENT, 478 SQ FT ATTACHED GARAGE, 80 SQ FT UNCOVERED DECK AREA AND 124 SQ FT COVERED DECK AREA. (BASE PLAN NO. D2000-060). PUBLIC WORKS ACTIVITIES INCLUDE:ACESS, LAND ALTE- RING AND STORM DRAINAGE. Value of Construction: $207,983.24 Type of Fire Protection: N/A Type of Construction: Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Channelization / Striping: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2612000110 4234 S 137 ST TUKW FOSTERVIEW ESTATES - LOT 11 4234 S 137 ST, TUKWILA, WA DUJARDIN DEVELOPMENT CO PO BOX 5308, EVERETT WA JOHN KAPPLER 14311 SE 16 ST, BELLEVUE WA Y N N N Y N N N N Y N N DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: Phone: 425 - 334 -5018 Phone: 425 - 641 -5320 Phone: Expiration Date: 12/16/2003 Fees Collected: Uniform Building Code Edition: Occupancy per UBC: Number: 0 Start Time: Volumes: Cut Start Time: Private: N Private: N ** Continued Next Page ** D2000 -294 60 c.y. D2000 -294 05/22/2002 11/18/2002 Size (Inches): 0 End Time: Fill 150 c.y. End Time: Public: N Public: N $2,162.55 1997 0007 Printed: 05 -22 -2002 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 con uctio e perfor ce of rk. I am authorized to sign and obtain this development permit. Signature: ) GA .t :c ' It � � Date: C 1 `Z-Z I C�J�— l 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. D2000 -294 Date: Printed: 05 -22 -2002 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2612000110 Address: 4234 S 137 ST TUKW Suite No: Tenant: FOSTERVIEW ESTATES - LOT 11 PERMIT CONDITIONS 1: ALL PERMITS, INSPECTION RECORDS, AND APPROVED PLANS SHALL BE AVAILABLE AT THE JOB SITE PRIOR TO THE START OF ANY CONSTRUCTION. THESE DOCUMENTS ARE TO BE MAINTAINED AND AVAILABLE UNTIL FINAL INSPECTION APPROVAL IS GRANTED. Contractor shall notify Public Works Utility Inspector at 206 - 433 -0179 of commencement and completion of work at least 24 hours in advance. ALL CONDITIONS OF FOSTER VIEW ESTATES PLAT APPROVAL SHALL BE MET, SEE L99 -0018 SHT 4 OF 4 WHICH IS PART OF THIS SUBMITTAL. ALL STORM DRAINAGE PIPES SHALL BE ASTM -D 3034 PVC SANITARY SEWER PIPE WITH GASKETED JOINTS OR ADS N -12 PIPE. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. APPLICANT SHALL OBTAIN WATER METER PERMIT FROM WATER DISTRICT #125 @ (206) 242 -9547 AND SEWER PERMIT FROM VALVUE SEWER DISTRICT @ (206)242 -3236. 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: "NO WORK SHALL BE DONE IN ADDITION TO THOSE MODIFICATIONS OR REPLACEMENT OF EXISTING APPLIANCES AS DESCRIBED ON THIS ORIGINAL MECHANICAL PERMIT." 7: 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). 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: 14: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. D2000 -294 Permit Number: D2000 -294 Status: ISSUED Applied Date: 09/08/2000 Issue Date: 05/22/2002 Printed: 05 -22 -2002 : City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 16: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 17: 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. 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 const ction or the performance of work. Signature: /. C: � (_Q.- 1 Date: i -2 -- �_ Print Name: doc: Conditions D2000 -294 Printed: 05 -22 -2002 Project N e/Tenant: a FO5k..4e1/ 1 ei.J ail Gai- it / Is this site served by: fig Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Value of Construction: 4 2ort s% Site Address: �� �tA."fts't 1127 Proposed New Square Footage: Z vi$ sq. ft. Dwelling 3 & sq. ft. Covered Deck(s) City State /Zip: Tax Parcel Number: 41200 a „n Property Owner: 'bu. .,. 0. La . Phone: 425 -- 33 -- 10 15 Street Address: .1%Na49 - t -j-r City g State//Zb Fax #: S^ �13 , 50t‘ Contractor: �I(�� n - ^ V V` e)�. V�� Mw�n,a- l.a • Phone: 0-4- 440.0e, Address: I ' ` City State /Zip: Fax #: Architect: P. y' Phone: 425 - (mod\ "5 Street Address. 143\ 5e ∎lp' . ity tate /Zip: (�e�,Lt✓vt�t. t& S ' 8o�1 Fax #: 425 (o4 1- 5 31.13 Engineer: E(.i,c, T I yya c-. Phone: 4 • ?11 02 I- ' Street Address: 1883 IV IS- W City State /Zip: r3 E ow(1.e . Lock emu. Fax #: ' .s -1-r5 .. O�-3 Contact Person: ev. Phone: 0.14.0.0e_ Street Address: ` �,, ate G i JVf . City State /Zip: Fax #: 1.1 Description of work to be done: O C7 . F. 4. CS C-- PGA 2 00 —0& Type of work: New Single - Family Residence D 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: fig 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: Z vi$ sq. ft. Dwelling 3 & sq. ft. Covered Deck(s) 481 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) 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 TUICI r`'.A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 F0' - TAFF USE ONLY Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. SFPERMIT.DOC 2/13/97 PUCANTREQUEST WORKStSITE(CIVIL PLANIRE E 'OF THE' WIN FOLLO (Addltlonal.ievlews shall be deteimlr edby.the Public orks'Departnient),.,, }, „r. s .4 3' ❑ Channelization /Striping ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: Storm Drainage El Street Use Water Meter /Permanent # Size(s): Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): g i Land Altering: ® Cut, 60 cubic yds. 0 Fill SO cubic yds. End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public ❑ 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. Data application accepted: Data application expires: 3 -$ - 0l Appllcat! aken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM mraac.r r. .+w„m :l * *tt ** ***140,*• *:k * ***•,l4*IV•A•A*A4 , 14*A AA A*4— A*4* * ** +•k* *•4* *ti * * * *h.1** **•* C LTY OF TUKWILA, WO TRANSMIT **: 4, t***4****** * **} * *AA *..* ** *A* ** * *4 *4. * *1,,* i..A * ** *k *d * ** *• *A*.4.4 *•o \* TRANSMIT Nurnberg, R9800355 Amount: r 400.O0 09 /0S /00 14 „4I. Paymenit Method CHECK Metet ion: -OU,:lllROIN DEVELOP In i •tt B1.11 Permit Not D2000-294 Typee DU/PERM' DEVELOPMENT PERMIT Pa 1. No: 261200. -0110 Site Address t 42 4 S 1.37 ST f q t a l Fees: � , t) ii ;3 . 0 '� ! � ; TM i I eiyment 4001.00 Total .A1.1. Prot :s a 400.00 : w W` Sal ance: 1.603.,0' MD :14„'4 ***:,,44. .1k.*x*.1 * :h. *4 zt4,,, "1.4,1*4,* 4• Ad -4A•A**d'lt• * **4.**k+ * *: *••1* ** *•*fie *• *,tA14.4** .0 A "CP quf►t; "CUde UQ =cri p L ion f�mat.�n k , O H{ 0 ; 8I0 PLAN CHECK RES 0". 4000 =w .. - . ._. _ — V .. Z U 0 F. y TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2612000110 Permit Number: D2000 -294 Address: 4234 S 137 ST TUKW Status: APPROVED Suite No: Applied Date: 09/08/2000 Applicant: FOSTERVIEW ESTATES - LOT 11 Issue Date: Receipt No.: R020000679 Payment Amount: 1,762.55 Initials: SKS Payment Date: 05/22/2002 10:18 AM User ID: 1165 Balance: $0.00 Payee: DUJARDIN DEVELOPMENT Current Pmts Amount Payment Check 5178 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 000/322.100 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/386.904 1,762.55 Description Account Code 1,598.55 15.00 15.00 72.00 37.50 20.00 4.50 Total: 1,762.55 .� .r/24 '2716 TOTAL 10636.67 Printed: 05 -22 -2002 PERMIT NO.: D. W00 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation o 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/Mpdttlar Slruct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines 00090 Rested 00095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls O 00250 Foundation Insulation R 00300 Concrete Slab /Slab Insulation 00350 Crawl Space M 00400 , Shear Wall Nailing 00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing ® 00550 Exterior Wall Sheathing [� 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types 00700 Framing 00750 00800 00801 Roof /Ceiling Insulation Floor Insulation Wall Insulation 00802 Exterior Roof Insulation 00803 Glazing Inspection 00815 Lighting and Controls O 00900 Suspended Ceiling 01000 Interior Wallboard Fastening 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof O o 1400 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 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special- High - Strength Bolting El 04006 Special - Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete o 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special- Sltotcrete ❑ 04012 Special - Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special - Stroke Control System rImr TENANT NAME: FOStwer kSictiS "t- 1 I CONDITIONS to cool No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div ❑ 001 I Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid p 0014 0015 Readily accessible access to roof mounted equipment 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 M. "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 0025 All wood to remain in placed concrete shall be treated 0026 All structural masonry shall be special inspected 0027 Validity of Permit 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & 1 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 ❑ "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 rg 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 'VAC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co 1 lealth Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroot" 0 Plan Reviewer: Permit Tech: Date: Date: !a 4h co et 2 co w WO `' LL Q . tA�r = O; Z ? H 0 Z 111 uj 0 0 ;. 0 N O H IV ', 0 • Z N ' O �t Z .. Pr ject 1-0A Itw - L �( Type Hnspecti � \r� n: Al ss: ,� t 37 Lei- Date Call co Specie /Instructions: Date Warded:/ 3 a. m. RequeslP Phon 330 %Di_ INSPECTION RECORD Retain a copy with permit INS • CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 1 4 COMMENTS: ❑ Corrections required prior to approval: a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1.: - ,. l.:li'1.._:..1 , .•:.i:iF;« 11:::i ..3.f7�' f 7, [li io'•� x.e. w"+ .`.o rLw`•�_.:a .. .4; iy 7_.:i„w =t °:. n• .l'A'nf�uFYei:/Z:S ,.. + e ' ''"`vC 'r ve•'f. St3dtt �. — 0 4 e • .. tivR ' wur WO ;: W u. H Z F- U0 O N' . 0 I_- W W 1 U IL p uJ V co 0 Z Approved without correction Approved with correction no Authorized Signature 17c2 —;,1(1 " • ' . 0 ‘14 t • • r"' I • • ,‘• / Sprinklers: / Fire Alarm: / Hood & Duct: / Halon: I i Monitor: Pre-Fire: Permits: FINALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM wha .Projedt, Name 34...-77 tif Address / 7 749' J,5 7 . .suite # 3 V Retain current inspection schedule . Needs shift inspection Permit No. Steven M. Mullet, Mayor Thomas 1? Keefe, Fire Chief 03 Date 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 Project: / l l yl Type of Inspection: � � Address: L-12, S. vy k Date Called: �-1, / Special Instructions: } 1 Date Wanted: a.m. p.m. - RequestS 6l / ikb% Phone No: SJ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 p2PQCD -2°ly PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. t COMMENTS: v 1-fr 1 I Inspector: Q Date: 2 $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: �:'�;:�1i. ° GsL4�,isri�:��'�bbs3X.�: ^�dt. �:w+ls✓.w- s',v:�, f �cii>.na >4iJ`.r..LMi, i1 UR Proje (Jr }",e, it . Type of Inspec on z d : ' Ad re 1 /7_.31 rSV f .. 7 Date called: Special instructions: Date wanted: a.m 2, 0-Q3 p.m. Requester: '^ �� Phone: 4C.. ' �...5 33' -rte INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION (206)431 -3670 *pproved 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: I Date: t.a.ue.44; ,u, ••444,siKa:;.1• Po ct: ' e / Type of n -7— o)� Flr.eszi Date Called 4.2 ti Wa cialInstructions: Date�M1{antefl: 673 G / C a.m. '1 Requester: /.." L EA. G roue Cl P =9/9- at, 7 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ti Wa A l /Vai'�ti y C n w∎,e\ -t 4-t . EA. G roue Cl \rGiMti.r : i py w&iect INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION (206)431 670 Inspector. cg< Date: -t -03 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: ,,:iti . R.7rro4i.: '''°' "'- mbrZa5:v3;04th- 1`:`A,1,ail. r'Xafi -+'G r:' -:4: tk:.eaiN " "elt rokt`.1:0•A iKAiV m., >4: 14h..0te.l,,r�W, 4F: .. "kx� ' ax W;ixl�tiiUdu4z�.: +�di;: V U) V) w N � w 0: trL a' p w 1- 2 10 yl O t w w, • U I U. H o: w Z'• U N O i z fie �4 Ad ress: g c9 s: 5 , / 37 sr / Special Instructions: . /'0/14 a.m p.m. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: nspector: Receipt No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pr : ___7_* -- INSPECTION RECORD Retain a copy with permit f Inspection: PERMIT Typ L�JIV FO) (— Date Called: — y -d Date Wanted: Reques r: Sr E/1/) P •ne o: (206)431 - 367 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: _......;�ifkit.;ir•..�. ":s`_.c v?�4�v + }v. :� :'�.�a'.L 7'�..i�J�H' »tit.•+:v"L..: +.�c. .. UJ to , w W CI'' v l` W Z pi o: W CU ; O Ni P.. LU W CY Z' V Z COMMENTS: G IGztht a C frOVCC' - A n 1 0 t 0Vc lk.)o.11 - Ih�u1U41 °r ot OA 9 2\ct 5 11-e skeo✓' wails Date Called: e — o - I Unv" - -` hSu l a4--;On - G rArn-Vec J 1 \ 9 A 6 by ot S-evA Pv....\- A Inoll( ( ■v‘ \Ict■d1A-tac.I CE ; i I, A100VC '1XjvWS V'0ovv" 0fs\GiVS Requ � r / : � vl ffiJ`I��''7U P / � S7ZP U /e/ esTi4it Type of Inspection: TA/cuL41 7: 5/DE/146 Address: 4 .v.)? s•/, �/ Date Called: e — o 7 Special Instructions: Date Wanted: a.m. 5 - 63 . p.m. Requ � r / : � vl ffiJ`I��''7U P (i -',64y INSPECTION RECORD Retain a copy with permit / INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1-3670 pproved per applicable codes. El Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Q 2 s- 3 �� fw\-�v �1.Date: 0 Receipt No.: 'Date: ".`.diwa:.'',i.+'l } Lia�:aL e . ,'F; {it�fc ac <k ^irxuiR�la'tt2. w•i[tiry4 +?k.t e..,nv�tiie;u Pr• t Type of Innection: )Cp A ress: -?3f 5. /7 s�- / ,� r i j v if Date Called: � v,3 Special Instructions: Date Wanted: a.m. -.30 - Q3 rp.m. Reque sts �S 7 Pho►ye 1 ( �� f ee / , Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D2000-5' orrections required prior to approval. COMMENTS: � - 1 Z h G S-evn Pv� s-eS rovAke - Lc, „� h�Qc9 e( -fir f'C4c � �� d`,s. -- CO Inspector: Date: 30_ 03 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt Net” Date: '� .. _... _'.. .._....� '����.... xa _ .a Y;::::�tr�...k`n.�%:n... tai ;�a3.ia�:nr.+�..�.✓s�.i�N� +Lu: �+,�.���`_.t'�''�'`."' °<X� ;!�•" ° ..� � CSI.. _ S . :, k:B�hwyk.rba r,i! Cl41.011.t.'17i utideCt ‘rd: �;id'iii e vial;+wd r)r. n�C +Stale §i Project: (a5 'I( 1l ��ul I � Type of Inspection: I t , t. • • • h 1h(r Address: - a3 L ) 5 1;I S Date Called: Cl I `0c Special Instructions: Date Wanted: • — 7 -CP a.m. ~'n Requester: .Scat Phone No: INSPECTION RECORD � � L � Retain a copy with permit OCO PERMIT INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: E 4#r In r /Un:; 17 0 0 {4, V1� Vc We7Ye DV_ 4 3P,4 er- 1 V1 nspecto Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ;► paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: _..vs. 4:44 VAIV ;, tIddI a uia J ..;, fiia t t,. th;:;,...r C) c NW 9 N U. W o . 4 2 rA D Zo LU • W ,o • N • HI W W` O Z, C W j N', O /h$Ir _ L o / 1/ Type ;of ns tion; i l l / / '/ly Address: fie? J X3 7 LS /... D afe Call • f.1 Special Instructions: Date Wa a.m /Or�P 0 0 P.m. Request ( Ph V -7-;u wo eei CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: • INSPECTION RECORD Retain a copy with permit ❑ Corrections required prior to approval. Date: 1� e2 tOr El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: (2.6)431 -3670 71R.11 Proje t: / i 6 7e 06 L o - r / Type of Inspection: .e.0.- r/larie ,c4i44oF, Address: .4 /z.3y S X3.7 ' Date Called: / z - ze -a e. Special Instructions: Date Wanted: it/ : , ,,; /z -Z5'dZ %p. m. Requester: c%,',i f ,7u.ris i 4 Phone No: y 5.— i3o Ga INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Dz oo' -z9V PERMI v O. (206)431 -3670 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. 1 Recelpt No.: Inspector Date: 12.7„:,2 3 _oz Date: Isatt:.BA' eta, Vala�: ��, u. a,. ��A... rc' t�^... �. S�rdLa.etGsN..,..e.....n..ra._, a�ant, .e.Y• •:�.. u..s:iA.. i. •- nv::.l ./ian.ly ti.:.. ;,i1.4w,ant\iJk1f.�. ^ia 3w:`.w.Y,�}d' ul'-i'��.' ,YS:Sd434VA :{hid.ut'nv`.Ll�. .t.fki a4•: tt.'a'k INSPECTION RECORD Iti n2 Retain a copy with permit INSPECT ION NO. PER J CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project rye) -Gofl1 Add re1234, 5 )37 ,5 Type of Inspec on: Date Calved: //-/ -02. Date Wanted: l/ / az Requester: 4 Phone No:, / ` ate 9 � U 9 pproved per applicable codes. OCorrections required prior to approval. COMMENTS: 5/4. A $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: (Date: • 4,. ..tal.diax4nv.?3 V : kiYi.S.i�d caa4tiMP3LaA,4.tdsr rrrkS, W• J o U V O '. en N W ; u_ W 0 2 g Q ' CO 1--W Z , P I LU U 0 O - ui W H -O lb O z Pect: S O , pp (`L0 C7 —4 Type of Inspection: s I Address: sO Ll L3 y ' �i Date Called /Z4 /U / Special Instructions: Date Wanted: a.m. p.m. Requester: hilt- Phone No: vo INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: ,✓ �v D2pex, Z9 PERMIT NO. (206)431 -3670 El Corrections required prior to approval. COMMENTS: ‘ofzis 13-S- - Nt-lAMA,4 PRAIA s � C91.w -1 ,nu cni C cl14-11-% . E'Lt -� S..O SA AA Date: Il� ri $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: • .�_.u:4i \:a..=..aia.,rl r..�.�s.�,+.:k`.. >.t.., 7xYt..�di #tt.:.'!.•: 'riSa ; eE'.�i,6t�srYrlN',3'atcrdWF i' sfjt 444 6644;riii1 v;L:a+lYar' ;/.1+tw0:4^'ua4.u;r.'A:! W` U cg N W Z` J N tom ujO :' LL -i N om ! F- Z o Z 2 uj w w u. o • z} O z 3 INSPECTION RECORD , Retain a copy with permit ✓a'c - 0.99 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Proct: 1-O r VIPk) — 1-o# / 1 s /7 3f Special Instructions: Type ction: (n or�ir�� Da e C d 6 Date Wante /0 // a2 Requester: V Phone o: 9 g30 - q(0 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector,-- 9 - Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. (Receipt No.: 'Date: Yrt i T;L1 Jn't4LdU:J.4, (206)431 -3670 1O -z2-1_ 0 2 a>f NNY0 . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pro ct: ,�erview .» L07 dd ess• S W /3 7 (sf Special Instructions: Type of Insp do : /(` /. /rYl Y? 14)x11 ) d ate Calle /op z Date /0t / v O.4—* Request att-/ Phon INSPECTION RECORD Retain a copy with permit ' 1 V . `I.) PERMIT NO. (206)431-3670 COMMENTS: • Inspector: Date: b� - 'D 1— Approved per applicable codes. El Corrections required prior to approval: $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at t300 Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 5 l'dix'�ralt4. iatA41C• 9_ . I— N u. W o g - El a I- _ . Z 0 ' Z F— R p ` O H LL — O W Z 0 CO 0 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: ) U = tot dress:.. /37 S7L Special Instructions: Ty of Insp cti n: zv On . t-o - frrES Date ¢� ((JJ 2_ Date Wanted/ 0 0 p. Req ter: ccu Pho a No c ��� - D 3ga, COMMENTS. pp Approved per applicable codes. U Corrections required prior to approval. S47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No:: Date: (206)431 -3670 / ul.(u.3>�iti:i�Y { l.lA.lwL94'.ti .; u5 !i{ir+.'wA+7rt1. yfuYEi�v:!{ .:. t74 +•�'Ei:},�,yyily�L tk4, h' 1. i.." y. �iU. �S .7iUn1c.eiibnashY`;{'ue.'�,+ +i ,.u41iw' -ss. a..�LZ1.�:;r: D2 ODD- 2 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 February 6, 2003 Project No. T- 1515 -2 Subject: Final Report Earthwork Observation and Testing Fosterview Estates, Lot 11 Tukwila, Washington Reference: Plan Review, Fosterview Estates, Lot 11, Project No. T- 1515 -2, prepared by Terra Associates, Inc., dated June 16, 2000 Dear Mr. Bumstead:. As requested, we provided intermittent earthwork observation and testing services during grading and construction of foundations for Lot 11 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 11 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 Bernard )� Geotech BPK/TJS:ae c,NC.e u';:.Wr Mr. Gary Bamstead February 6, 2003 This work was performed, and this Company. We . trust the information presented is additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. Mr. John Kappler, Kappler Architects letter was prepared, specifically for the sufficient for your current needs. If you 7 -le -0 3 xammation Report (1) use of Dujardin Development have any questions or require Project No. T- 1515 -2 Page No. 2 FOOTING EXCAVATION FIELD CONDITIONS NOTED A OO Q -!-U0 4- a t-ecc 5 - 0 - o r FO04 i nn cu-ea s L. Pe re 42.v c c. VQ4P01 L.431. I I . 3 1 -Pee f in fo r t "S.e COenpac4 - rCP S l r'vc4vra 1 ".'; 11 or• ncu t , - e s; i 4 y Sc* cJ -}-r, ScA.vnct 5 i 1 + 2X pPc4-e_,.1 -k3 5c/10f:41 r-1 7 p si kw, /OG•nq 10 a.rlS . A u I a v eci 5 Lvse ►se -i r w, Q my nor,- yi rid Ino. PROJECT NAME: Fostery ; ><54ir CONTRACTOR: UUJcI.rctl rt DESCRIPTION OF FOOTINGS COVERED BY THIS REPORT: NOTES: nr SIGNATURE / S r . - P I <:. ti TERRA ASSOCIATES REPRESENTATIVE TERRA ASSOCIATES, Inc. Geotechnical Consultants 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 FOOTING EXCAVATION EXAMINATION REPORT DATE FOOTINGS EXAMINED 9 " 30 - 0z PROJECT NO. 5-7,5" 2 PROJECT LOCATION REPRESENTATIVE: I kc a b o v-P c L c* ' Scrrrr f of 2, 000 /Jine l s / U L ' St' .2 c', r ice /Cr. et / 5 k,U I ( co"? c,'o -4 p (et c•e s -e e7 �• .;' c "' c. bC✓'ic r1) 51,,I, CL evci S G re !4n y Sin riff/ :7t AJet "-Pt , e � -f ro 4 A 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. COPY TO: ' October 3, 2002 John Kappler 14311 SE 16th Street Bellevue, WA 98007 Dear Permit Holder: Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D2000 - 294 Bob Benedicto, Building Official City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. 02000 -294 4234 South 137th Street 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. 'leG j� C�r t G� s 1C%erL. - CGZ : J " : x J1 A'S:rJ11111. S:A 'ied4 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 U0;1-• .L"$ l :aa 1 t. -l.0 7.1 4.44 Dear 1r.•Fowler: r:ZSA Mr. Bill Fowler .` Dujardin Development Company P.O..Box • Snohomish,•Washirigton 98291 - --= —� Subject Foundation Drain Details . •• . Fosterview, Lats.9 through I2 Tukwila, Washington —1 • • 1h1Ut1 i•75U11 tltb TERRA ASSOCIATES, Inc. • • • • • • Consultants In Geotechnkkal :Engineering,•Geology • and Erivlronmental Earth Sciences • IUO. 2:0.2002 40R46 � l 12525 Willows Road, Suite 101 'Kirkland, Washing hn .98034 • • Phone (425) 821' -7777 ■ Fax (425) 821 -4334• • terraeterra- associates.coni LQJlJ • . August13, 2002 Project No. T= 1515 -2 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. excavation. Based'on our review of the plarined'house 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& previously recommended, by us. fiowever, ant he downhill sides of the residences, we do not expect any signifjcant collection of water. • Therefore, it is recbm mended that the section of perforated Pipe planned in .this area be eliminated and replaced with non- perforated pipe., which.collects•water from the• sides of the residences and discharges io a' comm ommon collection pipe below.. However, at the point between. the perforated ,and • non- perforated .sections of the. foundation drain, we recommend . constructing . a• day dam around the pipe 'to prevent -Water traveling along the. trench from escaping around the:pipe Junction. The dam should extend a minimum of 18 inches around .the pipe junction. • • W • 0 u- < . fn �' = W ; O . 2 2 Dt 0 CI I— = W; i- 21 u t ` v N O . 2...: 1 +, UY 44.:UU: 11404 1* X: 4:p tt:l 4 )a4 lYhit :1SSU1 J..ti Ivor. Bill Fowler . • • itgiu Asi 13, 2007 • • We trust the information presented is suffi for your current needs, If you have any questions or require additional Inforrnaiion;'please call. Sincerely yours.. • TElii RA.ASSOCIATES, INC. i3 7( 'Bernard.?. Kn Geocechnical Anil Butail, P Principal . BPK/AB:ae =lii 1219! 03 . • cc: M r. ronn aappcer, icappter Architects REtE,1 • AUG 2 0 2002 D.EPAf+T,'>r FAIT NJ •Praject•No. T- 1515 -2 . ' Page No..2 20020314001964 RETURN ADDRESS Brent Carson BUCK & GORDON 902 WATERFRONT PLACE 1011 WESTERN AVENUE SEATTLE, WA 98104 WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 04) DOCUMENT TITLE(S) (or transactions contained therein) 4 lot 1.1) --u- tZ SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: N/A ❑ Additional reference #s on page of document(s) GRANTOR(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY, DECLARANT ❑ Additional names on page of document GRANTEE(S) (Last name first, then first name and initials) DUJARDIN DEVELOPMENT COMPANY ❑ 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 Plat of Fosterview Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065 CHICAGO toil rr►iURANCE COM HMI has placed the dacumeet of record as a customer courtesy and accrpts no liability for he ; r Validity of fieglieltifil the ❑ Additional legal is on page of document ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER 45281949N3r1;5 See Attached ❑ Assessor Tax # not yet assigned Y 1WADWARDDIVOSTER2NDAMEN D MO.DOC '1 II ii 1 1 1 11 I 1 I I I 1 , I I I , ,, , „ Iit lug 20 020314 PAG .3.14/20.2 OP 0 DPC KING COUNTY *4 , 2 I SECOND AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS, EASEMENTS AND RESERVATIONS FOR FOSTERVIEW ESTATES, A PLANNED RESIDENTIAL DEVELOPMENT This Second Amendment to Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Second Amendment ") is made this 1 day of `lA4 2.. t} , 2002 by Dujardin Development Company, a Washington corporation ( "Declarant ") CHICAGO TITLE INSURANCE COMPANY has placed the document of record as a customer courtesy RECITALS AND DECLARATION and accepts no liability for the ac6uracy or valkhly of RIO dotutwfit A Declarant is the developer of the real property and improvements thereon legally described in Exhibit A (the "Property"), commonly known as the Plat of Fosterview Estates The Property is comprised of all the real property shown on maps recorded with the King County under Recording No 20000505000735, Volume 194, Pages 062 -065 B Declarant previously recorded that certain Declaration of Protective Covenants, Restrictions, Easements and Agreements for Fosterview Estates, a Planned Residential Development (the "Declaration ") under King County Recording No 20000505000736 The 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 1WPDUJARDIIJTOSIT1t2NDAM$N D JMODOC 2 eNi viJ.11 41441142,Its wa z w :. U co 0 w 0 J ' u. a co D _. z H O z Hr. uj 2 U co w in - O z ', C.) W z 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 and 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 1 4 The mamtenance, 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 16. 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 1 7. 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 in 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 s p e c i f i c a l l y 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 ‘WPDUJARDII1WOSTER2ND?.MEN D IMO DOC 3 /i:t,:ewifr % t 41' I a( ii). w 00 (n o • w CO LL WO g Q • 0 H 111 lij w' 0 i0 .0 I- w w `; = 0 •Z ' V N o ' 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 landscaping) 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 in 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 /rt clew • STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me )O u c `Wl tise , to me known to be the YIt,ES %0'F lrct of Dujardu► Development Company, the corporation who executed the within and foregoing instrument, and acknowledged the said mstnunent to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument GIVEN under my hand and official seal this 13 day of M frect4 , 2002 Y 1 WAD WARDITAFOSTER2NDAA¢N D. 40 DOC ture) Jt,hfi of n1.4 ) 1cat (Print Name) Notary Public in and for the State of Washington, residing at Sit My commission expires 3 -I S -0 3 4 Nu. W LL Q; CI IICAGO TITLE INSURANCE COMPANY N d` has placed the document of _ W record es a customer courtesy H and accepts no habihty for ? the accuracy or validity at O the document. . U G O N' U I- UJ = V; • Z Ni N O N EXHIBIT A LEGAL DESCRIPTION Plat of Fostervtew Estates, recorded under King County Recording No 20000505000735, Volume 194, Pages 062 -065, records of King County, Washington. CHICACC TITLE INSURANCE COMPANY has placed the document of record < +s a customer courtesy and accepts no hatu6ty for the accuracy orvehddy of the document, ■•",,, 261200 - 0010 - 4 261200' - 0020 - 02 261200 0030 00 261200 - 0040 - 080 261200 - 0050 - 05 261200 - 0060 - 03 261200 - 0070 - 01 261200 - 0080 - 09 261200 - 0090 - 07 261200 - 0100 - 05 261200 0110 - 03 261200 - 0120 01 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 TITLE INSURANCE COMPANY has pIrcrd the document of rccerd as a cusiomei courtesy and dcrepts no liability for tho accuracy or validity of the documefit, ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS •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 ASSESSOR'S PROPERTY TAX ACCOUNT NUMBERS 261200 0010 - 4 261200 0020 - 02 261200 0030 - 00 261200 - 0040 - 080 26 - 0050 - 05 261200 - 0060 - 03 261200- 0070 - 01 261200 - 0080 - 09 261200 - 0090 - 07 261200- 0100 - 05 261200 0110 - 03 261200 - 0120 01 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 TITLE INSURANCE COMPANY has pI crd the document of record cusiomei courtesy and accepts no liability for tho accuracy or validity of the dotlul116fita •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 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/13/80 .FILE: K: \ \KAA \ \99\ \99086 \ \9908621.WS HOUSE ID: 99086.21 Homeowner: Builder: Site: DUJARDIN PLAN #2108 w/ OFFICE The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component BG Wall 2' BP Slab 2' On Grade Slab Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description BG Wall R13 Batt 2' depth BG Slab On Grade Slab R5 2' horizontal Floor R19 vented Joist 16oc Glazing @13% * *vinyl clr /air REFERENCE 707 11.66 Analyst: MATT MERCER Jurisdiction: RECEIVED Utility: CITY OF TUKWILA House Type: Floor Area: Weather Data: Climate Zone: 1 Single Family 0 8 7nol 3014 ft2 Seattle, WA PROPOSED 697 Btu /hr -F 11.78 kWh /ft2 -yr Reference Value X U -0.043 F -0.690 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA U -0.056 F -0.673 F -0.700 U -0.041 U -0.520 l'►:,NMIT CENTER Area = UA 930 32ft 119ft 1299 452.1 54.0 2671 1299 28299ft3 Value X Area = Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 40.0 22.1 64.3 53.3 293.9 21.1 165.6 46.8 181.3) 706.9 UA 930 52.1 32ft 21.5 119ft 83.3 1299 53.3 394.0 204.9 211 WATTSUN 5.6 FILE: K:\\KAA\\99\\99086\\9908621.WS Doors - AG Wall Ceiling Infiltration Struc Mass HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size(%Over): Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN 1997 WA STATE ENERGY CODE COMPLIANCE REPORT Wood 1 3/8", solid flush R19 STD Lap Wood R13 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Light Frame, Sheetrock walls PROPOSED Gas Furnace DEFAULT 78 % 62 % Vented crawlspace Attic or garage 0.60 45724 Btu/hr 9962 Btu/hr(22%) 55686 Btu/hr 83500 Btu/hr (150%) 176 MBtu 986 Integrated Spot & Whole House 0.0 () Btu/hr tons (©125) kWh/yr Solar Access: Partially Shaded Page 2 R- 8.0 R- 8.0 U-0.390 U-0.062 U-0.082 U-0.036 ACH-0.350 Proposed UA M- 3.000 3014 Location Avg Rvalue Surface Area 602.8 ft2 120.6 ft2 06/13/80 HOUSE ID: 99086.21 54.0 21.1 463 28.7 2266 185.8 1299 46.8 28299ft3 (181.3) 697.4 9042 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K:\\KAA\\99\\99086\\9908621.WS • GLAZING ORIENTATION PROPOSED South : 99.0ft2 Southeast : East 98.0 Northeast : HOUSE ID: 99086.21 Eff S Glz: 4.4 PROPOSED North : 99.0ft2 Northwest : West : 98.0 Southwest : 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 3 06/13/80 s. • Z ICI 'appier Associates Architects JOB NAME: Dujardin Development Fosterview Estates Plan 2108 w/ Office DATE: JOB NUMBER Copyright 1994 WINDOW TOTALS ROOM NAME i WIDTH (IN FEET) i HEIGHT AREA (IN FEE IN SQUARE FEET it QUANTITY (HOW MANY) I TOTAL AREA I TOTALS (IN SQUARE FEET) (IN SQUARE FEET) R FLOG BASEMENT BASEMENT BASEMENT TOTAL MAIN DINING FAMILY FAMILY FAMILY ENTRY TOTAL UPPER MASTER BEDROOM BEDROOM #2 BEDROOM #3 - LAUNDRY OFFICE OFFICE MASTER BATH TOTAL UPPER TOTAL GLAZING SQ. FT. TOTAL HOUSE SQ. FT. Glazing 99086.21 4.00 6.00 8.00 4.00 6.00 5.00 2.50 1.00 7.00 6.00 6.00 4.00 4.00 5.00 2.00 5.00 6.67 5.00 5.00 6.67 5.00 5.00 6.00 4.00 4.00 4.00 3.50 3.50 4.50 3.00 20.00 40.02 40.00 100.02 IN FLOO 20.00 40.02 25.00 12.50 6.00 1.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 BY: 20.00 40.02 40.00 40.00 40.02 50.00 25.00 6.00 PPER 28.00 24.00 24.00 14.00 14.00 22.50 6.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 28.00 24.00 24.00 14.00 14.00 22.50 6.00 2/25/00 MJM 161.02 132.50 SUMMARY 393.540 3,014.00 13.1% 6/6/00 9908621 - Glazing.xls U O' N D ' cow W O: LL ? al W W" D O N D I- W 111. Z U Z til U N Mr. Bill Fowler Dujardin Development Company P.O. Box 1059 Snohomish, Washington 98291 Subject Plan Review Fosterview Estates, Lot 11 Tukwila, Washington Dear Mr. Fowler Protect Description We reviewed the following plans: • Sheets P1.0 and P1.2, Architectural Site Plans • Sheet P2.2, Architectural Plan • Sheet P6.3, Site Section for Lot 11 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra - associates.com June 16, 2000 Project No. T- 1515 -2 RECEIVED CITY OF TUKWILA SEP 0.8 20W PERMIT CENTER Reference: Fosterview Estates Summary Report, Geotechnical Issues, compiled by Terra Associates, Inc., December 16, 1998 As requested, we reviewed architectural plans prepared for Lot 11 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. The project plans we reviewed, prepared by Kappler Architects, P.S., indicate that a three - 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. 177. The daylight basement level will be at approximate Elev. 165. The basement will be constructed with a slab -on -grade floor. To achieve the planned finish grades, it is anticipated that temporary excavations of up to six feet will be required. A similar magnitude of fill is anticipated for the driveway and garage areas. It is not anticipated that significant fills will be placed at any other location on the lot. After completion of foundation walls, excavations will be backfilled. 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 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 temporary excavations of up to six feet may be required to construct the foundation for the lower basement level of 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). 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 9 w 0 ' Ji u - Q: to O w ; z LLI O to 0 17 = I- - U. - O, . • Z' 1.11 N !. 1= I' Z . Mr. Bill Fowler Anil Butail, P. Principal CP /AB:dvp cc I4�f,?�1H_3�a'bfappler We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Project No. T- 1515 -2 Page No. 3 RETAINING WALL FOR FOSTERVIEW ESTATES TUKWILA, WASHINGTON RECEIVED CITY OF TUKWILA SEP082(00 PERMIT CENTER NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. Jamieson Consulting Job No. 20181 JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 . C JAMIESON CONSULTING Corsll:ing Engineering & Project onager..en: 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 96033 /'^5) 803.2581 • FAX (425) 803.3299 blur- INPUT 35 0.267 4.67 50 0.67 0.67 0.67 0.67 NAME OUTPUT UNITS EFP # / ft3 Cf a w4 w toe heel H 5.34 Lf 2.01 fs 1,495 fs2 1,732 Lf /3 0.67 X 0.42 2Lf /3 1.34 F 499 Fk 207 FS 1.519 Mot 888 Mr 1,349 Mu 1,010 W 1,094 w1 375 w2 467 w3 202 x1 1.67 x2 1.00 x3 1.00 x4 1.00 /O' d= 0-4e /b'oec ft ft fl ft ft ft ft # / ft2 # /ft2 ft ft ft # #• ft # - ft # • ft x # 36 ft ft ft ft =, o,Cs/ Arvin C � pnNe7 spAA/3 /laza. (g)ii-4 4.1& .=..•00z 3 g= •0367 Alla: /4. /4/ Lola)! = 14./ BIZ) �,7 .zo7 = 2/ / JCE NAME FOVICXWEW JOE N0. 24 (91 Ev -pj Z DATE "I :ET Na I TYPICAL CANTILEVERED RETAINING WALL COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing II s" S'' Cr es 3l "cLEAiZ 2 a v , i vi g ' rn w o ; g g. u`a rn� `F O: Z F-; D O N" H; =vs Z Au co ! ? .O , ;; C JAMIESON CONSULTING Consulting Engineering & Project Management 01 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 TYPICAL CANTILEVERED RETAINING WALL INPUT NAME OUTPUT UNITS 35 EFP # / ft3 0.267 Cf 5.33 a 50 w4 0.67 w 0.67 t 0.50 toe 1.33 heel H 6.00 Lf 2.50 fs 1,643 fs2 1,724 Lf /3 0.83 X 0.65 2Lf /3 1.66 F 630 Fk 180 FS 1.871 Mot 1,260 Mr 2,358 Mu 1,502 W 1,685 w1 851 w2 533 w3 251 x1 1.83 x2 0.83 x3 1.25 x4 0.83 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft ' # - ft # - ft # - ft # . ft ft ft ft �G = ZEO Fsl - ji=9rO 5/ =1.5 4 ,t) or s CAFete 5PM) Fox 5‘ity,fb A O4')' d 23 M 'a - zo. 5 G Q Za 5C1z) l,7 26/ JOB NAM =. Vf W JOB N0. 2-0 /SI DATE COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness . Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is In mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing h e 't BY 1Af SHEET N0. Z OF • • 3r'G('_2 # 1/ a rl I' ¢ II� •4 J - /b Akrf3E5 I ' C, . Atz (5) i4cour JC JANIIESON CONSULTING Consulting Engineering & Project Management 9"01 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 t ' "S) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 6 0.67 0.67 2.00 0.83 TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME EFP Cf OUTPUT a w t toe heel H 6.67 Lf 3.50 fs 1,155 fs2 1,246 Lf /3 1.17 X 0.85 2Lf /3 2.33 F 1,079 Fk 654 FS 1.515 Mot 2,631 Mr 3,985 Mu 3,672 W 1,591 w1 . 639 w2 600 w3 351 x1 3.08 x2 2.33 x3 1.75 UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # -ft ft ft ft Fly %L" 4i4 _114l- I ,$4;5 • d SLm //IIC& : Foo774/6 W $ 1./ozlzatI74 L JOB NAME JOB NO. ZG r 0/ BY OATS SHEET NO. .! COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force • Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment • Resisting moment Ultimate moment for c ncrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing 1 t / 'i ¢o ,es I Altp: '4= 0,3 /,) 4e e N S" FosrEevred .. N 1114=11 2 , o „ OF (2)44- 7DP CIS• :4G/o'D,C, .g4 e f!o'lo, C, lYz J o tc, s)4 �, (2)a roe frfr '1' 8 /o JC 901 KIRK LAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803 -2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 0.67 0.67 1.33 2.00 JAMIESON CONSULTING Consulting Engineering & Project Management JCE NAME P x v/ JOB N0. 20/6/ DATE TYPICAL CANTILEVERED RETAINING WALL w/ 50 psf vehicle surcharge NAME OUTPUT EFP Cf a w toe heel H 8.00 Lf 4.00 fs 1,770 fs2 1,831 Lf /3 1.33 X 1.09 2Lf /3 2.66 F 1,487 Fk 687 FS 1.754 Mot 4,330 Mr 7,595 Mu 6,189 W 2,994 w1 1859 w2 733 w3 402 x1 3.00 x2 1.66 x3 2.00 UNITS # / ft3 ft ft ft ft ft ft ft COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety = 1.5) Height of earth above "base" Wall thickness 'Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 # /ft2 # /ft2 ft ft Location of resultant force ft # Total horizontal force # Net sliding force per foot Net factor against overturning # - ft Overturning moment # - ft Resisting moment # - ft Ultimate moment for concrete design # Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing ft ft ft ZEcO psi _ *' K51 /fu- Z / d 6 -p' CI F/ND t # roe 104 Gr /2 "o, C, il zs ' 6 0-77 sP4?V5 , L = zz' • gi dre, ¢ h = 811 d 42» t. 0r53 (3) C3) t � NZ • 0J 9 11 3 4 " a EY 7)J SHEET NO., OF C2� 4- Tor 10' the (. 111 =111 -(II / I ClgA-rz 4 x3=0 V2 "0, C (7)4¢ crN 8 z . • JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 303.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT NAME 35 EFP 8 a 0.67 w 0.67 t 2.08 toe 0.67 heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w2 w3 x1 x2 x3 OUTPUT UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel 8.00 ft Overall height of equivalent fluid 3.42 ft Total footing width 1,314 #/ ft2 Soil bearing if X is in mid 1/3 1,406 # / ft2 Soil bearing if X is not in mid 1/3 1.14 ft 0.85 ft Location of resultant force 2.28 ft 1,120 # Total horizontal force 1.507 Net factor against overturning 2,987 # - ft Overturning moment 4,501 # - ft Resisting moment 5,077 # - ft Ultimate moment for concrete design 1,787 # Total weight on footing . 643 # Soil weight 'oh'heel'(120 pcf) 800 # Weight of wall 343 # Weight of footing 3.08 ft —�- 2.41 ft 1.71 ft C Z500 T ! '1 KSl u= 5,07'c' o-ba 45= 0.37'4) ' f- /ND ' " OP - 4a fe "o, C, /4' IT= 6z5' \)d JOE NAME, F 5 / =g, t/!Efk JOB NO. ZD let DATE SHEET NO., l CF s s r' W 3v. . ... "Ct. /Z I 0 1 S " k EY 1 1 Z (z)4 rop JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 JCS NAME JOB NO. CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT 35 10 0.67 0.83 2.25 1.25 NAME EFP a w toe heel H 10.00 Lf 4.17 fs 1,811 fs2 1,932 Lf /3 1.39 X 1.04 2Lf /3 2.78 F 1,750 FS 1.539 Mot 5,833 Mr 8,979 Mu 9,917 W 3,019 w1 1500 w2 1001 w3 519 x1 3.54 x2 2.58 x3 2.08 OUTPUT UNITS # /ft3 ft ft ft ft ft ft ft # /ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft ft 25cort 7 / = 4o or #4 60 Ks/ *5 = 9192.' I= 6 4o.4/ s Gfe&O e`o.c, FIND '> . 4C12 /h= 2,65"/ i_6,Z5" COMMENT • • Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if Xis in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footin ForEVtEK/ zo /9i DATE 2 , 3 " SY 1›.1a- SHEET NO., 60 OF Top x2 !O" ttOr C &)04- 4 / •r 4 ! rr 8 1 2 � g H w z�. 1--O z1— w 0 1 W z kir 0 z JC JAMIESON CONSULTING Consulting Engineering 4 Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 '9) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB INPUT . 35 12 0.83 0.83 3.17 1.25 2c 1 NAME OUTPUT EFP a w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 F FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 . • 12.00 5.25 1,850 1,954 • 1.75 1.35 3.50 2,520 1.527 10,080 15,397 17,136 3,948 ' 1800 1494 654 4.63 3.59 2.63 UNITS # / ft3 ft ft ft ft ft ft ft . # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft # ft ft ft 4 .=4O&-5/ . 4- l7 z "` d=o" 4=.53,A/ Y S G &do �C,. ,/ " r Fog 4. 4e f2'O.c, ate 8 n Ma= 3,54-'4' , 54-K' 1 J03 NAME J08 NO. COMMENT Equivalent fluid pressure Height of earth above base slab Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force FsrE v«vl Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (12Q pcf) Weight of wall Weight of footing W /8l 3Y "DJ Z OAT 0 N 3 • • SHEET NO....2_ CF (2) 'h - oP II�1I • ���� ° @l2 0` : 1 Vetaz ao,c, 6o 1 z'o,c, ()#4co,ir, • ' /'i n /o / - 3 JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B•1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 CANTILEVERED RETAINING WALL W/ BASE SLAB and 50 psf vehicle surcharge INPUT 35 12 0.83 0.83 3.33 1.83 NAME OUTPUT EFP a w toe heel H 12.00 Lf 5.99 fs 1,981 fs2 2,059 Lf /3 2.00 X 1.61 2Lf /3 3.99 F 3,120 FS 1.584 Mot 13,680 # - ft Mr 21,667 # - ft Mu 23,256 ' # - ft W 4,966 # w1 2727 # w2 1494 # w3 746 # x1 5.08 ft x2 3.75 ft x3 3.00 ft Ai,. 23, 5 "` i S 4=o 45e5do,c, FWD A POZ . 4g/0 d O,C k/ 4 = &I/0 UNITS COMMENT # / ft3 Equivalent fluid pressure ft Height of earth above base slab ft Wall thickness ft Footing thickness ft Length of toe ft Length of heel ft Overall height of equivalent fluid ft Total footing width # / ft2 Soil bearing if X is in mid 1/3 # / ft2 Soil bearing if X is not in mid 1/3 ft ft Location of resultant force ft # Total horizontal force Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete design Total weight on footing Soil weight on heel (12 Dcf) Weight of wall Weight of footing r JCB NAME F W V E W JOB NO. , ze /el BY "DJ 'L. CAE SHEET OF 6 3 , 42 1 Nis a ! t (*) • 4 7 - oP 1 lz " cL541z WSJ Gg&D 5 "OxC, Gv lb O,C. (i)4c JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 7.33 50 0.67 0.67 0.67 2.50 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT EFP Cf a w4 w toe heel H Lf fs fs2 ' Lf /3 X 2Lf /3 F Fk FS Mot Mr Mu w1 w2 w3 x1 x2 x3 x4 tiA DING 8.00 3.84 1,788 1,789 1.28 1.26 2.56 1,120 221 2.416 2,987 7,215 3,906 3,368 2199 733 386 2.59 1.00 1.92 1.00 "room,6 GP/Ws We z, /VeT OF PAss ✓� UNITS # / ft3 ft ft ft ft ft ft ft # / ft2 # / ft2 ft ft ft # - ft # - ft # - ft ft ft 2'p Ks /4: 3,9g/ d=6" 4 0.3 m/ 4esiforc, biz) I w " f f,. # 4 /6'O.C, /1,= /99 =6:75' JOB NAME JOB NO. BY DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing / g tt Q3 N O • n / (2)4 rep • 4-L e'orc, 4. 1( 3!o'' ` (5) cov r Z? .W` LI: U; C.) O; to O ; CO 0 IL. g 5 ' LL SI v ? , O ! n 0 N, o � wau 1 • - 0 ; uJ 0H JC 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803 -3289 INPUT 35 0.267 JAMIESON CONSULTING Consulting Engineering & Project Management 9.17 50 0.67 0.83 1.00 3.67 TYPICAL CANTILEVERED RETAINING WALL NAME OUTPUT UNITS EFP # / ft3 Cf a w4 w toe heel Lf fs 152 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 10.00 5.34 1,854 1,885 1.78 2.01 3.56 1,750 236 2.950 5,833 17,206 7,647 5,670 4038 917 664 3.50 1.33 2.67 1.33 Ya= 3,17 K ' -1/75' ft ft ft ft ft ft ft # / ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 7 t z599 F5► 4C I / M7c5"' /4 O.47 AI/ Fg 4e5llorc, PM) roe 4/o,o,c, NO / t7- SLta(NG poor /AIG oPA-A I/0ga • NEr P45s/ vL . JOB NAME JOB NO. BY DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desig Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing • ilf= 11 LGS ` -c, ket x3 -'D "e oorc. (&)i44- co/Ur 3 e " (vrs g J . Z Z 2 U 0 0 to = V ' u. Z U • 0 Z 1 JC JAMIESON CONSULTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B.1 • KIRKLAND WA 98033 (425) 803.2581 • FAX (425) 803.3289 INPUT 35 0.267 11.17 62 0.83 0.83 1.50 4.67 Max /3.83 TYPICAL CANTILEVERED RETAINING WALL NAME EFP Cf a w4 w t toe heel H Lf fs fs2 Lf /3 X 2Lf /3 Fk FS Mot Mr Mu W w1 w2 w3 x1 x2 x3 x4 OUTPUT UNITS 12.00 7.00 1,850 1,969 2.33 2.91 4.67 2,520 228 3.476 10,080 35,033 13,821 8,584 6260 1391 872 4.67 1.92 3.50 1.92 # / ft3 ft ft ft ft ft ft ft # /ft2 # /ft2 ft ft ft # - ft # - ft # - ft ft ft ft ft 045, d 4 o14/,t 5 c9b.c, (6o) PAID 'W "ry 4 4 9 "a C Air ell 7s K' f71= 775 410 42T Fccr/Al6 67 ,jz(Z, (0 Avrr oo p, 3 /C JOB NAME JOB NO. BY DATE SHEET NO. OF COMMENT Equivalent fluid pressure Coefficient of friction against sliding (includes Factor of Safety of 1.5) Height of earth above "base" Weight on top of wall Wall thickness Footing thickness Length of toe Length of heel Overall height of equivalent fluid Total footing width Soil bearing if X is in mid 1/3 Soil bearing if X is not in mid 1/3 Location of resultant force Total horizontal force Net sliding force per foot Net factor against overturning Overturning moment Resisting moment Ultimate moment for concrete desi Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing W 0 1'4" tl *4 TOP f 1=I (1 F.411 0141.4000,c, c3 -- #.4 &9`10eir, 5 Le 9 11 0 ,6 • ( K4 9 63) caw n 4 / -8 (Nro Kappler Architects P.S. VERSION WA INCLUDES 3 STORY Job No. 99086 -21 Date 2/25/00 SPM Lateral Analysis for: Dujardin Plan #2108 w/ Office RECEIVED City of Tukwilla, WACITY OF TUKWILA SEP 0 8 2Er1 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 1177 931 906 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 (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof+ 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99086- 21- (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls PERMIT CENTER Long WaII 80 0.36 46 1409 12 12 15 10 • 13.0 9.0 11.0 0.0 STAMPED" "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 6/6/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 249 0.00 0-15' P= 1.06 1.3 16.40 1 22.60 PSF 20' P= 1.13 1.3 16.40 1 24.09 PSF 25' P= 1.19 1.3 16.40 1 25.37 PSF 30' P= 1.23 1.3 16.40 1 26.22 PSF 26.22 341 25.37 228 22.60 249 0.00 0 - REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of As))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r / story shear r I = element story shear x 10 / Iw element shear Iw (LENGTH) P= WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = Iw = -1.07 I 1.06 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) r i= r i story shear r max = I 2337 1 13470 I therefore use DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor 818. : 1 3.5 DESIGN CRITERIA FOR WIND ANALYSIS P= Min = 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH 1409 38 23371 0.17 WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 13.0 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99086-21 - (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls PSF PLF SF Al FT # FT # FT # FT 6/6/00 PAGE 2 (P) Roof (Upper walls) 12 1177 SF 14124 ADDITIONAL LOAD 0 1177 SF 0 S / S EX. WALLS 10 92 8 7360 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 78 8 4992 Roof (Upper walls) 31596 30 947880 947880 0.4730 6371 Upper Floor (Main walls) 31437 OPPLF� iTFC �4g08057 0.3294 4437 Main Floor (Lower walls) 33003 12 RED I WA 2004093 0.1976 2662 (P) Upper Floor (Main walls) 15 931 SF 13965 S / S EX. WALLS 10 92 8 7360 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 78 8 4992 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 31437 (P) Main Floor (Lower walls) 15 906 SF 6795 S / S EX. WALLS 10 92 12 11040 F / B EX. WALLS 10 64 12 7680 INTER. WALLS 8 78 12 7488 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 33003 #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 #NIA 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ, 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR Vb= (3.0xCa /R)W STORY SHEAR 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL ISHORT WALLS WEIGHT TOTAL WEIGHT W= 315961# 960361 Not included in total BASE SHEAR: Vb= 0.1964 96036 18858 Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi TOTAL FLOOR Ftaiftge41185Y0 2555937 99086-21 - (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls *load reduced by half due to plan configuration of front wall being concrete WORKING STRESS WOOD DESIGN 1.4 I 13470 # Wihi / sum 13470 # 6/6/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(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 SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 113 145 0 # FT # FT IS FT NET SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 341 569 818 # FT N FT # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. 550 MIN BOLT SPACING 790 MIN BOLT SPACING CHECK TOP CHORD M= 59033509.54 T =C= 1844797.173 2 -2X4 10.5 r 1J. 99 Q7 ALOW.Ft= 2 -2X6 16.5 1i' f ;8Q5 591 16d 1.33 143.64 # /NAIL !VOA #FT 1.331 731.50 # /BOLT �,; 1t85 FT O.C. 1.331 1050.7 # /BOLT KI,ME2s,,85,J FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls 1056714 13470 (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 12843,20 NAILS Not included in total 164 113 145 0 341 228 249 0 698.251 # FT # FT 0 F # FT *0 FT # *FT # FT OK 6/6/00 PAGE 4 co IL IL < to 3 ' z � LU Fr j ON 0 H • W Vi " - O Il Z ' F= Z V W h Wh F Roof (Upper walls) 13470 31596 13 410748 5238 Upper Floor (Main walls) 13470 31437 9 282933 3807 Main Floor (Lower walls) 13470 33003 11 363033 4628 #N /A 13470 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(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 SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 113 145 0 # FT # FT IS FT NET SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 341 569 818 # FT N FT # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. 550 MIN BOLT SPACING 790 MIN BOLT SPACING CHECK TOP CHORD M= 59033509.54 T =C= 1844797.173 2 -2X4 10.5 r 1J. 99 Q7 ALOW.Ft= 2 -2X6 16.5 1i' f ;8Q5 591 16d 1.33 143.64 # /NAIL !VOA #FT 1.331 731.50 # /BOLT �,; 1t85 FT O.C. 1.331 1050.7 # /BOLT KI,ME2s,,85,J FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086-21 - (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls 1056714 13470 (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 12843,20 NAILS Not included in total 164 113 145 0 341 228 249 0 698.251 # FT # FT 0 F # FT *0 FT # *FT # FT OK 6/6/00 PAGE 4 co IL IL < to 3 ' z � LU Fr j ON 0 H • W Vi " - O Il Z ' F= Z a b c d 0 0 0 0 #N /A #N /A #N /A #N /A o 0 0 0 o 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 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 2391 #N /A Ht. 8 Mo= WaII(DL) O Roof (DL) u 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 341 Ht. 8 Mo= oC Wall(DL) Roof (DL) rt 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 239 Ht. 8 Mo= Wall(DL) Roof (DL) 2/3DL Mr- REACTION T =C HOLDDOWN REQUIRED WALL SEGMENTS UPPER FLOOR TRIB.LENGTH a b c Load 3411 9 3.5 2.75 2.75 0 341 g ° - i ei" Ht. 8 Mo= 9545.39 7499.95 7499.95 0.00 Wall(DL) 280 220 220 0 O Roof (DL) 0 0 0 0 u� 2/3DL Mr= 326.67 201.67 201.67 0.00 d REACTION T =C 2633.92 2653.92 2653.92 #DIV /01 MIN PLATE NAILING HOLDDOWN REQUIRED 2- CS16 -30 2- CS16 -30 2- CS16 -30 #DIV /0! 5 INC O.C. a a b b c c d d d SHEAR V WALL TYPE MIN PLATE NAILING #N /A INC 0.C. 22 8 22325.43 640 0 1706.67 2577.35 2- CS16 -30 _ 13.5 37674.17 1080 0 4860.00 2430.68 2- CS16 -30 _ 0 0.00 0 0 0.00 #DIV /0! #DIV /0l 0.00 0 0 0.00 #DIV /0l #DIV /0l 349 1R,tM MIN PLATE NAILING 5 INC O.C. 15 4 6363.59 320 288 810.67 1388.23 CS16 -30 _ 10 15908.98 800 672 4906.67 1100.23 CS16 -30 4 6363.59 320 384 938.67 1356.23 CS16 -30 _ 0 0.00 0 0 0.00 #DIV /01 #DIV /0! 199 i.R9.i KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99086- 21- (ExpC)_Plan #2108 w Office 1997 -9 Lateral analysis worksheetl.xls MIN PLATE NAILING 9 INC O.C. 6/6/00 PAGE 5 a b c d 12 13 0 0 11781.74 12763.55 0.00 0.00 960 1040 0 0 0 0 0 0 3840.00 4506.67 0.00 0.00 661.81 635.14 #DIV /0! #DIV /0l NA NA #DIV /0! #DIV /01 FRONT TO BACK UPPER FLOOR Load 341 Ht. 8 Mo= Wall(DL) t_0 Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load 341 v REACTION T =C UPPER FLOOR Load Ht. TRIB.LENGT Ht. 8 Mo= w WaIl(DL) Roof (DL) 2/3DL Mr= 9 TRIB.LENGTH HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGTH Load 341 Ht. 8 Mo= Wall(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH 341 8 Mo= Wall(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED a a a WALL SEGMENTS b b b c c C KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99086- 21- (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls d d d SHEAR V WALL TYPE MIN PLATE NAILING 14 INC O.C. 0 0.00 14 11 18260.75 880 0 3226.67 1366.73 CS16.30 12 19920.81 960 0 3840.00 1340.07 CS16 -30 0 0 0.00 # DIV /0! #DIV /0! _ 0 0.00 0 0 0.00 #DIVIO! #DIV /0! 208 MIN PLATE NAILING 8 INC O.C. 9 24 13699.70 1920 0 15360.00 -69.18 NA 19 10845.59 1520 0 9626.67 64.15 NA 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 0.00 0 0 0.00 # DIV /0! #DIV /0! 71 INSORSANNol MIN PLATE NAILING 24 INC O.C. 0 0 #DIV /01 0 0 0.00 #DIV /0! #DIV /0! _ #DIV /0! 0 0 0.00 #DIV /0! #DIV /01 _ 0 #DIV /0! 0 0 0.00 #DIV /0! #DIV /0! 0 #DIV /0! 0 0 0.00 #DIV /0! #DIV /0! #DIV /0! >NDIVloit � MIN PLATE NAILING #DIV /0l INC O.C. 6/6/00 PAGE 6 a b c d 1.75 1.5 0 0 11803.28 10117.09 0.00 0.00 280 240 0 0 0 0 0 0 163.33 120.00 0.00 0.00 6651.40 6664.73 #DIV /01 #DIV /0! STHD14 STHD14 #DIV /0! #DIV /01 RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load 228 Ht. 8 Mo= WaII(DL) O Floor,Roof(DL LL 2/3DL Mr= MAIN FLOOR Load Ht. MAIN FLOOR Load Ht. o: O 2 MAIN FLOOR Load Ht. 569 12 REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH 8 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH 569 8 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr- REACTION T =C HOLDDOWN REQUIRED w/ SSTB28 TRIB.LENGTH a 569 8 Mo= • WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED WALL SEGMENTS a a b b w/ SSTB28 b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99086- 21- (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheetl.xls d d w/ SSTB28 c d 3.5 17164.90 SHEAR V WALL TYPE 843 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 2 INC O.C. #N /A 0 #N /A #N /A 0 0 0.00 #N /A #N /A 0 #N /A 0 0 0.00 #N /A #N /A 0 0 0.00 #N /A #NIA #NIA 0 0 0.00 #NIA #N /A $111gMlial MIN PLATE NAILING #NIA INC O.C. 24 3.5 19126.60 560 0 653.33 5278.08 HD10A _ 16394.23 480 0 480.00 5304.74 HD10A 4 21858.97 640 0 853.33 5251.41 (2) MST48's 9.5 51915.05 1520 0 4813.33 4958.08 HD10A 6831p1P24#04 MIN PLATE NAILING 3 INC O.C. 14 2.5 12260.64 400 612 843.33 4566.92 (2) MST48's _ 3.5 17164.90 560 1068 1899.33 4361.59 (2) MST48's _ 560 780 1563.33 4457.59 (2) MST48's 3.5 17164.90 560 396 1115.33 4585.59 (2) MST48's 613 jl' 111 MIN PLATE NAILING 3 INC O.C. 6/6/00 PAGE 7 FRONT TO BACK MAIN FLOOR TRIB.LENGTH Load 569 Ht. 8 Mo= Wall(DL) C7 Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load Ht. 8 Mo= o: Wall(DL) Floor,Roof(DL w 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGTH Load 569 Ht. 8 Mo= t Wall(DL) w Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGTH Load 569 Ht. 8 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr- REACTION T =C HOLDDOWN REQUIRED a WALL SEGMENTS b c 11 20037.39 4.5 8197.11 880 312 4370.67 1424.25 STHD14 4.5 8197.11 360 156 774.00 1649.58 CS16 -30 360 156 774.00 1649.58 CS16 -30 2.5 4553.95 200 108 256.67 1718.91 CS16 -30 CS16's TO HAVE STHD14 BELOW AS REQ'D PER GRADE TRIB.LENGTH a b c d 569 0 0.00 14 19 50472.97 3040 0 19253.33 1643.14 STHD 14 5 13282.36 800 0 1333.33 2389.81 2- CS16 -30 _ 0 0 0.00 #DIV /01 #DIV /0! 0 0.00 0 0 0.00 #DIV /01 #DIV /0l 332 ill ,1„y a a b b c d d 9 23 21922.51 3680 0 28213.33 - 273.51 NA 17 16203.60 2720 0 15413.33 46.49 NA 3 2859.46 480 0 480.00 793.15 CS16 -30 0 0.00 0 0 0.00 #DIV /01 #DIV /01 1191 c d SHEAR V WALL TYPE 228 MIN PLATE NAILING 8 INC O.C. MIN PLATE NAILING 5 INC O.C. MIN PLATE NAILING 14 INC O.C. 0 #DIV /0! 0 0.00 #DIV /0! #DIV /0! 0 0 #DIV /0! 0 0 0.00 #DIV /0! #DIV /0I 0 #DIV /01 0 0 0.00 #DIV /0I #DIV /0! #DIV /0! 0 0 0.00 #DIV /0! #DIV /01 #DIV /0I ADIWOIIti KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99086- 21- (ExpC) Plan #2108 w Office_1997 -9 Lateral analysis worksheet) .xis MIN PLATE NAILING #DIV /01 INC O.C. 6/6/00 PAGE 8 a b c d 0 0 0 0 #N /A #NIA #N /A #N /A 0 0 0 0 o 0 0 0 0.00 0.00 0.00 0.00 #NIA #N /A #N /A #N /A #N /A #N /A #N /A #N /A RIGHT TO LEFT LOWER FLOOR Load 818 #N /A Ht. 11 Mo= WaII(DL) O Floor,Roof(DL u. 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGT LOWER FLOOR TRIB.LENGTH Load 818 Ht. 11 Mo= Wall(DL) O Floor,Roof(DL LL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR TRIB.LENGTH Load 818 Ht. 11 Mo= o: Wall(DL) 6 Floor,Roof(DL d 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR TRIB.LENGTH Load 818 Ht. 11 Mo= Wall(DL) Floor,Roof(DL re 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED a a a WALL SEGMENTS b b c c d d SHEAR V WALL TYPE MIN PLATE NAILING #N /A INC O.C. #NIA 0 #N /A 0 0.00 #N /A #N /A 0 #N /A 0 0 0.00 #N /A #N /A 0 #NIA 0 0 0.00 #N /A #N /A 0 #N /A 0 0 0.00 #N /A #NIA #N /A #N/ MIN PLATE NAILING #N /A INC O.C. 24 13 77966.96 2860 0 12393.33 5044.12 ON CONC. 16 95959.33 3520 0 18773.33 4824.12 ON CONC. 7 41982.21 1540 0 3593.33 5484.12 HD10A 0 0.00 0 0 0.00 #DIV /0l #DIV /0l 545 INVAP24110 w/ SSTB28 b c 3.5 d 14 3.5 31486.66 770 900 1948.33 8439.52 HD10A 31486.66 770 1740 2928.33 8159.52 HD10A 3.5 31486.66 770 1164 2256.33 8351.52 HD10A 3.5 31486.66 770 396 1360.33 8607.52 HD10A 818[[) w/ SSTB28 w/ SSTB28 w/ SSTB28 w/ SSTB28 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99086- 21- (ExpC) Plan #2108 w_Office_1997 -9 Lateral analysis worksheetl.xls MIN PLATE NAILING 3 INC O.C. MIN PLATE NAILING 2 INC O.C. 6 /6 /00 PAGE 9 a b c d 20 5 0 0 64772.55 16193.14 0.00 0.00 2200 550 0 0 312 156 0 0 16746.67 1176.67 0.00 0.00 2401.29 3003.29 #DIV /01 #DIV /01 ON CONC STHD 14 _ #DIV /0! _ #DIV /01 FRONT TO BACK LOWER FLOOR TRIB.LENGT Load 8181 9 Ht. 11 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED P1.4 AT CRIPPLE WALLS LOWER FLOOR TRIB.LENGTH a b Load 818 Ht. 11 Mo= o: WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR TRIB.LENGTH Load 818 Ht. 11 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED WALL SEGMENTS 14 19 99707.74 4180 26473.33 3854.44 ON CONC 5 26238.88 1100 0 1833.33 4881.11 HD10A _ 0 0.00 0 0 0.00 # /0! #DIV /01 0.00 0 0 0.00 # /01 #DIV /01 477tEMERI w/ SSTB28 a b 20 P14 AT CRIPPLE WALLS TRIB.LENGTH a b 818 c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99086- 21- (ExpC) Pian #2108 w Office_1997 -9 Lateral analysis worksheetl.xls d d SHEAR V WALL TYPE MIN PLATE NAILING 6 INC O.C. MIN PLATE NAILING 4 INC O.C. 64772.55 4400 0 29333.33 1771.96 ON CONC 5 16193.14 1100 0 1833.33 STHD 14 0.00 0 0 0.00 2871.96 #DIV /0I #DIV /0! 0 0.00 0 0 0.00 #DIV /01 #DIV /0! 294 MINIRMINel d MIN PLATE NAILING 6 INC O.C. #DIV /01 0 0 0 #D IV /01 0 0 0.00 #DIV /0! #DIV /01 0 #DI /0! 0 0 0.00 #DIV /01 # DIV /0! 0 0 0.00 #DIV /0! #DIV /0! 0 #DIV /01 0 0 0.00 #DIV /0! #DIV /01 #DIVIO! sfannomsol MIN PLATE NAILING #DIV /01 INC O.C. 6/6/00 PAGE 10 N 2 IL co 3 _ 1- W _. Z 1 a Z Di p H 1u W! c) tLl Z' O Z Iwo PCRMIT COORD COP PLAN REVIEW /RO UTING SLIP ACTIVITY NUMBER: D2000 -294 DATE: 9 -8- 2000 PROJECT NAME: FOSTERVIEW ESTATES LOT 11 SITE ADDRESS 4234 S 137 ST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: /��,� B it ing Division • Fire Prevention • Plan ` !. �1 -z �-a' L/ q -t co N( q- (z-o9 Public Works Structural ❑ Permit Coordinator 011 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I V I Incomplete Comments: TUES /THURS ROU ING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n \PRROUTE.DOC 5/99 DUE DATE: 9 -12 -2000 Not Applicable n DUE DATE: 10-10 -2000 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: DUE DATE Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: city of Tukwila Fire Department Thomas R Keefe, Fire Chief September 15, 2000 Steven M Mullet, Mayor Fire Department Review Control #D2000 -294 (510) Re: Fosterview Estates — lot 11— 4234 South 137 Street Dear Sir: The attached set of building plans has been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 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) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206 -575 -4439 �w 2 . i' v Q W 0 . ' : 3F 2 31 � o`f n o 'o H1 oft .. z . 22) Yours truly, Page number 2 Cc: TFD file Ncd City of Tukwila Fire Department Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. 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 less 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- Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 5/ The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Certificate of Water Availability I PROJECT #: Fc fe rVlaz CITY OFOVICWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 �invvA!S< KI Pt lfP4KMERUIL 49,4 t?'114l '1ju 'F f7M +., , , P e ,T, +vn, w Q� H -11 a Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): 3 So tr.� /<� t // ° ti :noji�tnfi3rm��ioniJ t [y7` 6' f • { 2�_ y, �� t }} {{++����',� �/�/ll(([[^^� J4, � TAill t�d'ati tri+�a ionic �� .? {.M1 Ii..T +?'�`ki t r i� Name: Ce-10 Address: Name: K (�°r N+T c!dh.i * e.i- Address: Phone: 4as - 354 1$ Phone: 5 — (0L -5370 This certificate is for the purposes of: B' Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 5 /3 x 3 114 " Or'Q Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): ccuAetn warm- O r - '` ..c . has Owner /Agent Signature: ' Date: PART B: (To be completed by water utility district) The proposed project is located within (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 (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and.will be available at the site with a flow of 10;70 r) gpm at 20 psi residual for a duration of 2 hours at a velocity of / Z-- fps as documented by the attached calculations. ! hereby certify that the above information is true and correct. - L4.4.44-r x._ ru ST /z C Agency /Phone 2c36 -- 2 q2- •C' 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. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) RECEIVED 4I'T'Y OF TUKWILA Agency /Phone PERMIT CENTER Date .,.. r . ,..,.. �,.. ,..+,v , ty.y..n...r*•i FM;i.,� ,,., i . ce w 00 co (ow W= H U) u- Ili 0 2 g? d . �w o w ~ w U� O C S , 0 H w uj 3C- u _ O' ui z N O z Part A: (To Be Completed by Applicant) Purpose of Certificate: • Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone • Proposed Use: • Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: 1J 1 "`"" - . ` . A k Phone: 4 , c - Gj ° _? o l�j. 1. Property Address or A pPoximate Location: Legal Description(Attach Map and Legal Description if necessary): Vu,40— IcS - Lek 11 T°41-. (." 2-• X200 — e11 Part B: (To Be Completed by Sewer Agency) 1. tit a. Sewer Service will be provided by side sewer connection only to an existing G" size sewer 4 ) feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: Cl (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. iii 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: $ 6 °Q111) 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: [WORKlNa TOWARD A BETTER ENVIRONMENT SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from ttilate of s' ature. By Certificate of Sewer Availability Gc.Uv 1 .zq'.j Title 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 OR ❑ Certificate of Sewer Non - Availability 9/6 /0 a Date y.. RECEIVED CITY OF TUKWILA PERMIT CENTER t; Uhl C.) CO CO w Cn w O!. co 3 I-- W F- 0 Z uj U 0 0 cA 0 I- ul o ; rii Z 0 =' O F; z r , ReEffiential Sewer Use Certific;on (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 stale 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 of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name I t (Last, First, Middle Initial) Property Tax I.D. Number ' ' I I • Property Legal Address: Subdivision Narrif3 ( ' ' -- Subdiv. # Lot # I I Block # Building Name (II applicable) Property 1 _ Street Address / 1 � ( -� City, State, Zip Owner's Mailing Address c•-„ r:' '`''�. (If different from r , above) • I:' ..J '(-'� t. -' (' I l (( Owner's Phone Number 0'1' ^I i ) c,( Property Contact Phone Number ( 47 S' ) Party to be Billed (if different from owner) Party's Mailing Address (If different from above) / ff City or Sewer District \ l ` ,! — Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes Cl No Demolition Permit # Residential Customer Equivalent (RCE) Please check appropriate box: fifl Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) [11 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = 1.0 1.6 2.4 3.2 p 3490 7 7Jf • { a w . ''`` == � �� r ss i�� * � f {� oAtl�ftl i>o7ielcP er if .r , �)7tr(�} f1 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 c" dete, min ation of a revised capacity charge. (I . � , , Date lam' . � r' Signature of Owner /Representative .- ' ( . r. 'i Print Name of Owner /Representative 1057 (fey. 2/00) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer >, .. Yto 06$1r. tv [7itro}, ;,he rgEisra e.riM1'nF' ,, ?n,,, A'!k.er rrrnw,,e; , 7.',:nM1,7' , , 1, 7 "41""snromn - .n " +4=Try_ti rpr RECEIVED CITY OF TUKWILA i it li ' >l •.;! E I F625.052.000 (8/971 • F625.052- 000'(8/97) n.MPflrn• /n nne.nnen flit Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL. ∎eco ..,nv ELtZa4no: ZZIE/.aao DUJARDIN DEVELOPMENT` CO PO' BOX 1059 SNOHOMISH. WA 98291 - 1059 Detach And Display Certificate PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD REGISTERED AS PROVIDED BY LAW CONST CONT GENERAL REGIST. 4: EXP. DATE CCO1 . DUJARD *204L0 12/16/2 EFFECTIVE,' DATE- 06/20/1980 DUJARDIN- DEVELOPMENT CO PO BOX 1059 • SNOHOMISH WA. 98291 -1059 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES I t_ DETACH TO DISPLAY CEP" CATE1 Please Remove And Sign Identification Card Before Placing In Billfold F625 -052. 000 (3.82) 's t2L 7.14:41du:.;Aa'... dr,11■14121.14' its.4.u1• • ' . :ed:orxt,444, 4it,si ci+ia6iik 3+ i,d om'Yw' :tab FJaT�ri.l ti..' adl4e«1ilit� i .. + JL '.knwsViCil:�,s.YS,ie2Ca[.v:�++4 .S ti: (ul r a al.Hui l•..' witimeamemo appimmimi immommiTinE7 ID Rear Elevation Side Elevation F - 4 - y- 1 Side Elevation `, I DUJARDIN DEVELOPMENT CO. PLAN 2108 W/ OFFICE FOSTERVIEW ESTATES U Unfinished Storage t • Lower Floor Plan Covered Porch 0 2ow 2_94 •r 1 : _,, 4 DRAWING INDEX SQUARE FOOTAGE Al. CODE NOTES MAIN FLOOR 931 SF UPPER FLOOR 1177 SF UNF. BASEMENT 906 SF TOTAL 2108 SF GARAGE 478 SF DECK / PATIO 38 SF SQUARE FOOTAGE 'S `1EASURED TO - 4E OUTSIDE FACE OF ;.;ALES- ST ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED !Ni CALCULATIONS. DN M. Bdrm. 15'- 4'x12'-3' Office 14' -0 "x12'•0" I CC) COPYROHR UNPUSUSHED WORK ` wAMER ASSOCIATES mOM1UO1 • DN A2.1 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE Bdrm. #2 13'- 4'x10'-4" J Bdrm. #3 12' -0 "x10' -3" Utility r 7117.771 41.' -= • Open L_ To Below Main Floor Plan Upper Floor Plan RECEIVED CITY OF TUKWILA c: i' 0 PERMIT CENTER U z a 0 1 z �-1 0 CV Co Co Co TITLE iC `3 NO. : 9908621 BASE PLN B2000 -060 SHEET COVER SHEET 990$6.21 J p • FOSTERVIEW, TUKWILA OVA DUJARDIN DEVELOPMENT COMPANY PERMIT SUBMITTAL DOCUMENTS, LOT 11 ADDRESS: 4234 SOUTH 137TH STREET TAX PARCEL I.D. #: 26 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 P1.0 P1.2 P1.5 P1.6 P2.2 P6.3 P8.0 APPROVED PLAT DRAWING MASTER HOME DEVELOPMENT PLAN PHASE B - HOME DEVELOPMENT PLAN MASTER ARCHITECTURAL GRADING PLAN PLAT GRADING COMPARISON FINAL GRADES FOR APPROVAL vs. FINAL GRADES FOR LOT BUILD OUT ARCHITECTURAL SITE PLANS - LOTS 9 - 11, 13 - 15 SITE SPECIFIC SECTIONS - LOTS 9 - 12 SITE SPECIFIC FOUNDATION DETAILS FOR LOT 11 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 # B2000 -060) ARCHITECTURAL COVERSHEET Al. CODE NOTES A2.1 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING PLAN A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING PLAN A7. ELEVATIONS & BUILDING SECTIONS DI. STANDARD DETAILS D2. STANDARD DETAILS Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE 0 FILE COPY I understand that the Plan Check approvals a subject to errors and er; ,-;s and approval plans does not authorize„ :.ration of any adopted code or ordr:..nce. koceipt of con- tractor's copy of approved plans ecknowiedo By, - Date� Permit No. 2_91/ Tnc-n h ave b revet ^eC 1, +r- ; in t `or een co rn i Acceptance i; vi:lich dr nct aut" .lards or ordinances. T' f, uacy of the desi,n t} ` ; :r. Additions, dElctic,ls or N. t" uray.ings after this d,te will and will require a rep rep, diaw,ins fnr subsequent t. is subject to fie d ,n ;r , t."'ities incr . ?ctor. i, /t? OS ACC AEa M D* 4 /N Oci , w I C • L" C :TY C '_ • f .. 1) r■;_,i .3 RECEIVED CITY OF TUKWILA 0 8 PERMIT CENTER H H 0 w 0 cc a- w X LU LU J) J Li w I- c0 Z a- a U Ix o co 1■, CC A cis 0 0 OD 0) 0 cn U) aa) a) m CO CO N X LL 0 N (0 CO N TITLE 'e NO 00130 SHEET COVER SHEET Di000zi 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 LOT 9 LOT 29 0 LOT 10 LOT 11 LOT 12 8 LOT 13 A LOT 14 3 LOT 15 A LOT 16 9 LOT 17 C LOT 18 4 LOT 19 C 10 LOT 20 D AREA LOT! PHASE LOT 21 5 LOT 22 B LOT 23 LOT 24 6 LOT 25 C LOT 26 LOT 27 LOT 28 7 LOT 29 0 LOT 30 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 D CONDITIONS 1. CONSTRUC770N OF INDIWOUAL HOMES, INCLUDING THEIR FOOTINGS, FOUNDATIONS, ETC. MUST BE ACCOMPLISHED IN ACCORDANCE WITH 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 AREALMALE_Mi 3. THE CONSTRUCTION PHASES SHALL BE DEVELOPED PER THE GEOTECHNICAL RECOMMENDATIONS OF TERRA ASSOCIATES OR ANOTHER CITY APPROVED GEOTECHNICAL- ENGINEERING FIRM. 4. THESE GEOTECHNICAL RECOMMENCAf10N6 ARE TO BE INCLUDED AS PART OF THE SUBMITTAL FOR EACH OF THE SINGLt FAMILY HOME PERMITS; ON A LOT BY LOT BASIS GROUPED IN CONSTRUCTION PHASES. 5. THESE RECOMMENDATIONS ARE TO INCLUDE SPECIFICS FOR: A. TEMPORARY EXCAVATION RECOMMENDATIONS BY PHASE TO ALLOW FOR THE IMPLEMENTATION OF HOUSE FOOTINGS, FOUNDATIONS AND SLABS. B. CONSTRUCTION AREA AND PHASE MITIGATION 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 FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. ADDITIONALLY, THERE WILL BE LIMITED EXCAVATION AND REMOVAL OF THE UNSUITABLE SOIL DURING DRI VEWA Y 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 INCLINATION OF 2.5: 1. ANOTHER ACCEPTABLE OPTION IS TO PROVIDE A CANTILEVERED CONCRETE OR MECHANICALLY STABILIZED EARTH RETAINING WALL. LOWER PORTIONS (NORTH END) OF THE LOTS WILL HAVE THEIP SLOPE PROBLEMS CORRErTED 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 THAT CERTIFIES ON A LOT BY LOT BASIS, GROUPED IN PHASES, THAT THE HOME, FOOTING AND FOUNDATION DESIGN ADDRESS AND FULFILLS THEIR GEOTECHNICAL RECOMMENDATIONS. PRELIMINARY PLAT NO. L93 - 0014 FINAL PLAT NO. L99 -0018 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF THE HOUSE DEVELOPMENT PLAN. FIELD REPORTS ARE TO BE SUBMITTED TO PIE CITY AND TO INCLUDE. A. TEMPORARY EXCAVATIONS 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 RECOMMENDATIONS 8. THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT TH. WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. 9. EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTER NEW ESTATES, AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM ALL CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEYS' 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 TUKWILA, ITS OFFICERS, AGENTS AND EMPLOYEES. CITY OF SEATTLE UTILITY EASEMENT 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, CONTAINERS, CONDUIT'S, WIRES AND OTHER NECESSARY OR CONVENIENT APPURTENANCES TO MAKE SAID UNDERGROUND AN INTEGRATED ELECTRIC SYSTEM. ALL SUCH ELECTRIC SYSTEM IS TO BE LOCATED ACROSS, OVER, UPON AND UNDER THE FOLLOWING DESCRIBED LANDS AND PREMISES SITUA TED IN THE COUNTY OF KING, STA TE OF WASHINGTON, TO WT; THOSE AREAS HEREIN WITHIN THE PLA T OF FOSTERWEW ESTATES DESIGNATED AS "UTILITY EASEMENTS AND /OR ACCESS AND UTILITY EASEMENTS". 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, RENEWING, ALTERING, CHANGING, PATROLLING, ENERGIZING AND OPERATING SAID ELECTRIC SYSTEM, AND THE RIGHT AT 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, AT 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 WITHIN THE ABOVE DESCRIBED EASEMENT AREA WITHOUT PRIOR WRITTEN 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 GRANTEE, ITS SUCCESSORS AND ASSIGNS SHALL PERMANENTLY REMOVE SAID POLES, WIRES AND APPURTENANCES FROM SAID LANDS OR SHALL OTHERWISE PERMANENTLY ABANDON SAID ELECTRIC SYSTEM, AT WHICH TIME ALL SUCH RIGHTS, TITLE, PRIVILEGES AND AUTHORITY HEREBY GRANTED SHALL TERMINATE. OPEN SPACE EASEMENT LINE TABLE LINE DIRECTION DISTANCE Q1 EL2 N89'59'541W 40.25' NO039 10.13' EL3 N8959'54'W 58.26' E14 N73'41'1711 102.70' EL5 N7341'1TW 2.62' as N1936'34 4.56' EL 7 a8 N8778'54E 51.21' NO9'07'32E 72.44' N5720'04E 27.23' N8373'46E 29.05' EL10 ELT N1 375'57 2255' EL12 N8936'14'W 46.42' EL 13 NI 4'09'.36 E 35.05' ELI4 N8876'09`W 47.06' EL15 N8876'091W 5.12' EL16 N16'53'05E 32.00' EL17 N2170'451 25.84' EL18 N82'40'23"W 14.86' a19 N72'41'47'E 20.92' 0.20 N52•72'471W 32.09' EL21 N52172'47 28.92' EL22 N8970 56'W 26.97' EL23 N897056 "W 24.39' EI24 N8970561W 16.55' EL25 N60'4136E 52.67' EL26 N00' O'00'E 9.61' EL27 N8970'36"W 33:40' EL28 EL29 EL30 EL31 EL32 E133 57539'14E 45.91' N6832'39'E 22.42 N1938'54'W 38.71' N3235`12'W 33.44' N8522`57`W 49.06 N5137'35E 18.82' EL34 N08'45 04 E 22.04' a35 N41 '019'35 22.68' EL36 NO232'46'W 21.13 EL37 N64?3'41'W 60.03' EL38 NO2'32'46'W 19.88' EL39 N38'05'341" 23.66' EL40 N6453'41"W 41.66' E1.41 N38175'34E 16.16' EL42 N7479 41'E 26.99' EL43 NO3'56'.32'W 31.75' a44 N3459'327' 25.95' EL45 NO819'49 E 15.18' EL46 N26 35'42'W 14,93' EL47 NO2'44'341 1 7.08' 6_48 N35' '21'E 21.05' EL49 N22'42'40E 16.28' E1_50 N8748'28 "W 20.74' fL51 ` N87'48'28 'W 10.83' EL52 N8748'28`W 2.57' EL53 No137'431 50.00' EL54 N3537'5rw 74.34' EL55 1 OPEN SPACE EASEMENT CURVE TABLE 07' 2 J RVE I RADIUS I L ENGTH I DELTA EC1 . 4 �'' 1723' EC2 47.00' 2059'52' EC3 33.27' 36.25' 6275'18" EC4 20.00 49.81' 142'41'51* D20002_0c1t/ RECEIVED CITY Of TUKWILA FOSTERVIEW ESTATES 0 A REPLAT OF PERMIT CENTER A PORTION OF TRACT 67, 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 TUKWILA, KING COUNTY, WASHINGTON R.L. McDUFFY & ASSOCIATES, INC. LAND USE CONSULTANTS ENGINEERS • SURVEYORS • PLANNERS • MANAGEMENT 3605 C LBY AVENUE E VERETT 1,4919IG1TIN 98201 (425) 258 -4438 FAX (425) 258 - 1616 DATE 2/7/00 0wv sr KMG ,toe NO. 96089 SHT 4 OF 4 L EXTRA SHEAR WALLS FOUNDATION SHEAR WALLS SYMBOLS & LEGEND POW LOAD Mai ABOVE ✓ POW LOAD Mai AISOvE LOADING ID . , PouIT LOAD TRAN5FERING DOU14 •� ` F+ANGER ; ,_ 4 0 iG r STxx POINT LOAD TRLr19FER#4C, DdWN uY LOADING PONT LOAD TRANSFERED BY IOCIC.ER MOLD DOWN W R4 SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAK! CALCULATION WITH INDExED NalBER - 4 - EXTENT OF SHEAR WALL TYPE OF SHEAR WALL -- WALL ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED. ENCsINEERMG AND CALCULATITLS ARE NOT PROVIDED N ' -ESE DRAWINGS SHEAR NOTES t NOTED pESIGN CRITERIA 1 SEE C.._ = :dLAT!0N.'5 =CQ DESK '4 Cl2TERRA GENERAL NOTES L ALL S4EA .UALL5 54-1C'LLN ON 1' E FLOOR PLAN ARE FOR WALLS ON THAT LEVEL (T Y 00 1C ALL"' SWOON SHADED ) 2. ANCI4ORAGE IS FOR SWEAF3uALLS' PANELS / ONLT , WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS HAT BE SPACED • 16' OCIMM) PER TABLE 23 -I -,, 3. W-IERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SWEAR PANELS THEN S44EAR DETAILS DO NOT APPLY. FOLLOW MIN. UB.C. REQUIREMENTS. 4. PROODE TWO STUDS AT ALL I-+OLD DOWN LOCATI S. S. SEE MANILFACTURl=R'S REQUIREMENTS ANC DETAILS FOR EACH TYPE OF HOLDOUN, STR.:F AND CONNECTOR FOR FRCP-ER NSTALLATIGN. 6. ALL PLYWOOD OR GYPSUM SHEARWALLS SHALL BE A i4ORIZONT4LLY OR 'IERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT O,/ERDRI VE NAILS INTO SWEATING S STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SWEAR WALL PANELS UNLESS PRE- APPROVED 5Y THE EUiILCING OFFICIAL ROOF 4 FLOOR SHEATHING W. ROOF S4- 4EATHING: 1/16' 055 APA RATED 514EAT4-1ING (24/0) LAY UP W/ MINIMUM I/8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE Sa AT 6' oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS. PRO' /!DE EDGE CLIPS • 24' O.G. ® ALL UNSUPPORTED EDGES. ALLOWABLE DIAP WRAM SHEAR= 180x032= 142psf 2. FLOOR SHEATHING: 3/4' CDx TlG APA RATED PLYWOOD ( 48/24) NAILED AND GLUED. ADI- IESIVE 514ALL CONFORM TO APA SPEOFICATION AF( 01. PROVIDE TAG EDGES AT LONG PANEL EDGES. NAILING SHALL BE 10c1 AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHF2AM SHEAR. 215x032= illpsf 3. PLYWOOD SHALL BE LAID WI FACE GRAIN PERPENDICULAR TO SUPPORTS AND END MAIN FLOOR SHEAR WALLS r w TIP AT I EASKIALL DESKAATICN5 UPPER FLOOR SHEAR WALLS 2DCO - 2 SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED' CALCULATIONS RECEIVED PERMIT CENTER 5 - c C U, A n r TITLE JOB NO. 9908621 BASE PLN B2000-060 SHEET S3 99086..!1 p M:\KAA\99\99086\9908621 02-25-2000 12:02:51 Sheet LS Workstation SHEARWALL SCHEDULE ism 6.1Ai 1IVN VNI11dN 3911 QU111N QTAI r a 2 id g 611OG 110147.14 A1v k+ 1114 CICiJ� '. st4111VN .101 IDNIAX) BLXCKINC• 10 TOP PL NAIL It TJI J016T6 12_11VN 10G NO 11 47371i i•OVO' 1Wmp11%. I/d' GIIB O� SIDE YES 5/8' • 48' A35 NAIL • 42 16d • I2• 16d • a' G1-4 OR S/8' GOB ONE SCE S YES 5/8' • 48• A35 33 16d • W 16d • C' 62 -1 V!' GrB 1110 5DES bo YES 5/8' • 48' 10' I6d • 8' 16d • 6' ( 2-4 OR COOLER TES 5/8' • 48' 20' 16d • 6' 164 • 5' 58' CAB MO SIDES =OR 5/8' P -64 0 L) YES 5/8' • 48' 20' I6d • 5' I6d • 5' P-6 YES 5/8' • 48' W 16d • 5' Ibd • 5' P -4 1/16' 055 YES 5/8' • 32' Q' 164 • 4' 164 44' Pt -3 ONE SIDE YES 5/8' • 24' 16d • 3' I6d • 3' PI-30 - - USE 3x STUDS \ PANEL EDGE P-2 USE 3x STUDS YES 5/8' • 16' 1/16' 058 TWO SIDES (2) ROWS (2) ROLE P2-4 STAGGER 51EATNING YES 5/8' • 16' A35 CLIPS 1601 • 4' 16d • 4' JOINTS UY(2 STDS • PANEL EDGES • i STAG.. .", DB=. Rt (2) ROUE (2) ROWS P2 -3 YE5 5/V • Q' A35 CLIPS ibd • 3' 1641 • 3' 45' STAGGERED DBL. R1I UEYERNAUSER U1514-4 PARDBOARD, SID1'C, OR EQUAL a 1 5/8' • 48' Q' 16d • 5' I6d • 5' PER IMO REPORT 2319 L EXTRA SHEAR WALLS FOUNDATION SHEAR WALLS SYMBOLS & LEGEND POW LOAD Mai ABOVE ✓ POW LOAD Mai AISOvE LOADING ID . , PouIT LOAD TRAN5FERING DOU14 •� ` F+ANGER ; ,_ 4 0 iG r STxx POINT LOAD TRLr19FER#4C, DdWN uY LOADING PONT LOAD TRANSFERED BY IOCIC.ER MOLD DOWN W R4 SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAK! CALCULATION WITH INDExED NalBER - 4 - EXTENT OF SHEAR WALL TYPE OF SHEAR WALL -- WALL ABOVE WALL BELOW NOTE: UNLESS OTHERWISE NOTED. ENCsINEERMG AND CALCULATITLS ARE NOT PROVIDED N ' -ESE DRAWINGS SHEAR NOTES t NOTED pESIGN CRITERIA 1 SEE C.._ = :dLAT!0N.'5 =CQ DESK '4 Cl2TERRA GENERAL NOTES L ALL S4EA .UALL5 54-1C'LLN ON 1' E FLOOR PLAN ARE FOR WALLS ON THAT LEVEL (T Y 00 1C ALL"' SWOON SHADED ) 2. ANCI4ORAGE IS FOR SWEAF3uALLS' PANELS / ONLT , WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS HAT BE SPACED • 16' OCIMM) PER TABLE 23 -I -,, 3. W-IERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SWEAR PANELS THEN S44EAR DETAILS DO NOT APPLY. FOLLOW MIN. UB.C. REQUIREMENTS. 4. PROODE TWO STUDS AT ALL I-+OLD DOWN LOCATI S. S. SEE MANILFACTURl=R'S REQUIREMENTS ANC DETAILS FOR EACH TYPE OF HOLDOUN, STR.:F AND CONNECTOR FOR FRCP-ER NSTALLATIGN. 6. ALL PLYWOOD OR GYPSUM SHEARWALLS SHALL BE A i4ORIZONT4LLY OR 'IERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT O,/ERDRI VE NAILS INTO SWEATING S STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SWEAR WALL PANELS UNLESS PRE- APPROVED 5Y THE EUiILCING OFFICIAL ROOF 4 FLOOR SHEATHING W. ROOF S4- 4EATHING: 1/16' 055 APA RATED 514EAT4-1ING (24/0) LAY UP W/ MINIMUM I/8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE Sa AT 6' oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS. PRO' /!DE EDGE CLIPS • 24' O.G. ® ALL UNSUPPORTED EDGES. ALLOWABLE DIAP WRAM SHEAR= 180x032= 142psf 2. FLOOR SHEATHING: 3/4' CDx TlG APA RATED PLYWOOD ( 48/24) NAILED AND GLUED. ADI- IESIVE 514ALL CONFORM TO APA SPEOFICATION AF( 01. PROVIDE TAG EDGES AT LONG PANEL EDGES. NAILING SHALL BE 10c1 AT 6' oc AT PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHF2AM SHEAR. 215x032= illpsf 3. PLYWOOD SHALL BE LAID WI FACE GRAIN PERPENDICULAR TO SUPPORTS AND END MAIN FLOOR SHEAR WALLS r w TIP AT I EASKIALL DESKAATICN5 UPPER FLOOR SHEAR WALLS 2DCO - 2 SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED' CALCULATIONS RECEIVED PERMIT CENTER 5 - c C U, A n r TITLE JOB NO. 9908621 BASE PLN B2000-060 SHEET S3 99086..!1 p M:\KAA\99\99086\9908621 02-25-2000 12:02:51 Sheet LS Workstation • STRAP PER PLAN seatm .... °1ER p'JOM ac SEIfaua- SC EDILE Dana S1/L' Dora' PLATE MA4.*6 PER 5 5041ALE TA BLOCKING 13E0 PER PLAN HOLDOWN STRAP AT CRAWL SPACE 3/4' =T-0I' 17070-oe17o -29 TYP_ WALL CONSTRUCTION ulri.+ MALL S1EATWVG PER SCHEDULE DOUBLE STUD 13OT'O1 PLG E NAILING PER S.-EARL:ALL SCHEDULE DOUBLE .)Oi5' OR BEAM PER PL4N 14 HOLDOWN STRAP AT FLOORS BLOCKING AND FILLER BLOCK 17070 - 06170 - 28 1 1 3 /4' =T-O' DRAG STRUT CONNECTION SHEATHING AND NAILING PER SNEARWALL SCHEDULE 2X6 BLOCKING ROOF SHEATHING AND NAILING FER PLAN AND 514EARWALL SCHEDULE 2X4 LEDGER (2) I6 d EACH STUD (2) I6 d EACH BLOCK UPPER WALL TO LOWER ROOF CONNECTION 3/4•=1-0" 17070 - 06170 -e1 4' -0' NTS 17000 1 INTERIOR SHEARWALL TO ROOF COND. -- HOLDOWN STRAP 0 FLOORS 3/4' =1-0' 3/4' =1-0' 1_ 3/4' =T-0" 3/4' =T-0' PLYWOOD ROOF CONDITION ` Al i % t / lil Ji� Ir � TR.E6 PeR p AR S£s'wACI PER i EARRA _ 50wEOtu *a TO MATrO. WEAR - S ALL MAILING 2/'C ATT- bo 'O PtATD. s_ •ALAG OF -C11 1100 TOP P -AT PANEL EDGE I PELD 11AILIIG PER 50 EDME (2) 16 d 2x BARGE I 1x3 TRIM 2X4 OUTRIGGERS • 4' O.G. WITH JOIST HANGER • TRUSS GABLE END TRUSS A35 CLIP PER SHEARWALL SCHEDULE TYPICAL ROOF CONSTRUCTION 2X4 OUTRIGGERS • 4' O.C. WITH JOIST HANGER • TRUSS TYPICAL ROOF CONSTRUCTION SHEAR WALL ® GABLE END TYP lIIALL COVSTRUG'ION afTws 5*EATHNG PER SC.EDILE 8 d NAIL • 4' oc. • EA OUTRIGGER W 5 NAIL •S•o.c.TO TOP CNORD t BLOCKING 2x4 BACKER FOR BARGE. NAIL THROUGH SKIP 514EATNING WIN ISd TYP. EXTERIOR WALL CONSTRUCTION WIN WALL SHEATHING PER SCHEDULE (2) I6 d 8 d NAIL • 4' oz. • EA. OUTRIGGER 8 d NAIL • 6' oz. TO TOP PLATES 4BLOCKNG 7 OVERHANG PER PLAN 17000 - 06100 - 18 V 3/4' =1-17 12 SEE ELEV. 12 4 SHEAR WALL 0 EAVE 17000 - 06100 -19 3/4'4-0' L ti SACS AT CAC I. STRAP exr—a- P! :'E NAILING PER SEAR ;A,_ SCALE STRAP PBR pas. I SEAS t e 504XXLE 4{N' TPIBER.S LSL Rt' BOA. PANE_ • I PEW MALNG PER SC.EDU-E TY. EXTERIOR CCNSTRXTC% W. SALL 54EAT PER SO•EDtLE 'MP TJI FLCOR :0N6TRL' 6• TYPICAL ROOF CONSTRUCTION W25•48' (3) 8 d TOENAIL • TRU 35 LS030 • 48' oz. BLOCKING TO TOP PLATE Ad•6' oz. •BLOCKNG BLOCKING PER ARCH. DETAILS SEE ELEvATION TYP EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE PLYWOOD ROOF CONDITION TYPICAL ROOF CONSTRUCTION 1425 TIE • EA TRUSS L530 • 48' oz. 8 d • 5' oz - • BLOCKING BLOCKING PER ARCH. DETAILS A35 CLIP PER SHEARWALL SCHEDULE 1 TYP. EXTERIOR WALL CONSTRUCTION — _ _ i TYP EXTERIOR WALL CONSTRUCTION W. WALL SNEATN•G PER SCHEDULE . WIN WALL SHEATHING PER SCHEDULE RECEIVED STANDARD SHEAR DETAILS & SCHEDULE D2D00, OF TUKWILA NOT USE 056 ON ROOF NOTE: ALL INFORMATION ON THIS SHEET IS ! ' a 7 NOT NECESSARILI' INCORPORATED INTO PROJECT. COORDINATE WITH PLANS. P RMITCENTER w 4$ 17070 - 08170 -20 17000-06100 -04 1 17000 - 06100 -06 H 01 CC Z > F- W 0 W 0 0 00W CC UJ Juj1 - Z WW 0 LU CC C (I) z w 021 CC cc Q LLI J CC w LL d Q J W CCLW ,LO Q CL. p � Wc, -1- �z oz Q - oo° C0 QC CL < Z0 X 01=() �QDZ cf� Cn� J o rQ O Lu =z - o >CL W W W W Z w CC D TITLE i ?B NO. : SHEET TJI JOIST DETAILS e T!P WMi o C016'1111JL• OJ► el.. Wllt foEA "►1111[0 PER SCHEDULE B1: "V' PLATE MAILING PER 54 .AJ. 9G.EDtLE TJi 13LOOU+G TTP TJI POOR CONSTRUCTION SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =1-0r 17o70- 0e17o -16 3 3 3 TOP PLATE NALNG PE1R SEIFat4, 6r-4W1&1 130 0 -ATE 441111.1116 .F.146111.4.4. SOMED4LE Pa€ EDGE 1 O MAUI* PER sc.erALE 1JO EILOOC11.6 TYP. TA FLOM 50N5TRUCTiON TTP MALL CONSTRUCT'CN 31TH WALL SAT IliG PER SO.EDILE BOTTOM PATE NAILM PER S'EARULL.L SCHEDULE PANEL EDGE 1 FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN ALIGN TJI FLOOR JOIST W. WALL TOP PLATE NAILING PER SHEAIZtiAi L SCHEDULE TYP. TJI FLOOR CONSTRUCTION TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =1-0' NAIL FLOOR SHEATHING THIS AREA WITH 10 d • 6' oz. EDGES 10 d • 10' oc. FIELD BLOCK ALL EDGES 10d "6'oc PLYWOOD TO BLOCKING BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PANEL EDGE 1 FIELD NAILING PER SCHEDULE TJI BLOCKING BLOCK ALL EDGES PANEL EDGE ! FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL 514EATHNG PER SCHEDULE NAIL FLOOR SHEATHING THIS AREA WITH 10 d • 6' oc. EDGES 10 d • 10' o.c. FIELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PANEL EDGE 1 FIELD NAILING 'PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING • ALL PANEL EDGES PANEL EDGE 4 FIELD NAILING PER SCHEDULE TOP PLATE NAILING 6 PER 514EARWALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE STANDARD SHEAR DETAILS & SCHEDULE 17010- 06170 -08 SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION 17070-06170-09 SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION 3/4 " 4-0' 11070 - 06170 -10 NAIL FLOOR SHEATHING T1-115 AREA WITH: 10d•6' 10 d • 10' oz. FIELD BLOCK ALL EDGES =� 3/4' =1-C' 3/4' =1-0' DOUBLE STUDS AT HOLDOWN CONDITION - -- TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SIMPSON HOLDOWN PER PLAN AND SHEARWALL SCHEDULE SIMPSON HOLDOUN STRAP PER PLAN AND SHEAR WALL SCHEDULE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS ANCHOR BOLT PER SHEARWALL SCHEDULE SHEAR WALL HOLDOWN roP PATE NAILNG PER SHEARWALL SCHEDULE BOTTOM PLATE NAILING PER 5WEARWALL 5C4EDULE 10 d • 6' oc. PLYUD. TO RIM JOIST PANEL EDGE FIELD NAILNG PER SCHEDULE TYF. EXTERIOR WALL CONSTRUCTION WITH WALL 544EAT1411+6 PER SCHEDJLE TYP TJI FLOOR CONSTRUCTION 2x4 PANEL EDGE BLOCKING EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =1-0' TYP. WALL CONSTRUCTION WITH WALL 5HEATI4NG PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION 17070 06170 - 02 BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE 10 d NAIL • 6' o.c. PLYUD. TO RIM JOIST PANEL EDGE 4 FIELD NAILING PER SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE CANTILEVERED FLOOR JOIST 10 d NAIL • 6' o.c. PYWD. TO TJI BLOCKING 17070 - 11 A'At'Lr)?c8 I� 3/4' =1-0' 3/4' =1-0' 4 I W JI IN11 =N1lI I I n M SHEAR WALL PERPENDICULAR TO FLOOR JOISTS R PERPENDICULAR TO FLOOR JOISTS TO FLOOR JOISTS ® FOUNDATION 3 /4' =t-O• 17070-06170-07 3/4' =1-Or nom -oemo- i e 3 /4• =1-0' EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR ^ °IGAL ;TALL CONSTRLiC'ICN WITH WALL SHEATHING PER SCj-rEDULE TYP. T.: R.00R SONS BC PLATE NAILNG PER SHEARWALL SCHEDULE TOP PLATE NAIL NG PER SHEARWAL_ SCHEDULE ANCi4OR BOLT PER SCHEDULE SEE ARCF . DETAILS FOR FO34DATICN CONDITICN5 SHEAR WALL PARALLEL TO FLOOR JOISTS ® FOUNDATION TYP TJI FLOOR CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER 5NEARWALL SCHEDULE TOP PLATE NAILING PER SHEARWALL SCHEDULE CRIPPLE WALL %Div. 6) 514EATH CRIPPLE WALL SAME AS SHEARWALL ABOVE SEE ARCH. DETAILS FOR FOUNDATION CONDITIONS SHEAR WALL 0 CRIPPLE WALL CRIPPLE WALL (Div. 6) SHEATHING PER SCHEDULE PANEL EDGE ! FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARWALL SCHEDULE SHEAR WALL 0 CRIPPLE WALL - INTERIOR NOTE. ALL INFORMATION ON THIS SHEET 15 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE WIN PLANS. 17070-03300-02 17070 - 03306-03 1 • (2)'4 BAR CONT (Div. 3) TITLE 17070 - 06170 -24 L \`* }3/4 17000 - 03306 -04 R CITY CEIVED IF TUKWILA PERMIT CENTER ■ ■ • I )B NO. AMMMIMIMM SHEET S1 TJI JOIST DETAILS 10 1. • if 3/4'4 -0' DE ETE • t.:.f+ET. F SHED DEac E_EvA *ro01.'S 3@• OR -ES!) - 4BCvE FM1544ED bat 2=2 • 5 Ill• OC :CLR 1St BT4N NOT To EXCEED 4 sots eLCOK. G OVER SUPPORTS 5 /4x CDR DCKG A ^AG.• _EDGER 2 ROUJB OF L 2' _AG BOLTS AT 16' oC TYP TJ: FLOOR FRAMING PER PLAN 2. °O•" ws`.iL 4X BEAT S'L 7 o EDUCE NUM$ER C< PCSTS • 2 STORY GCMGIT.ON OR :t•E.v POSTS ExCEED 4 N _ENC.T.1 SCAB W 2X4 EA S "DE 2. , r GREE=TER DEPTH YH.*4 JOISTS FINISH LANDSCAPE GRADE TOP OF P!ER PLUSH .TIT.: FN SuES GRz. E (3' BELOW FINI5+-4 LANDSCAPING C' MK CN SOLD SUBSTRATE BELOW GRADE TYP. DECK CROSS SECTION 06200- 06T70- 19_TJI FRAME OVER WALL DETAIL 3/4' =1-0' SECTION ® BEAM 3/4 " =1-0' SKYLIGHT FLARE WELL DETAIL 3/4' =1-0' 1 HEADROOM MN. b' -8', WIDTH MN. 3' -0' PER UBC 006.15 2. TREADS 9' MIN. DEPTH, RISERS 8' MAX. HEIGHT 3. HANDRAIL MN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I I/2' MN. TO 2' MAX. CROSS SECTION DIMENSION 1 I I/2' MN. CLEAR FROM WALL. RETURN RAIL ENDS PER MC SEC 1006.9 STAIR SECTION DETAIL 3/4 " =1-0" FRAMING PER PLAN HI • 48' O.C. AT OUTSIDE FACE OF WALL T MN CLR FOR vENTELATION BLOGKNG BEAM FER PLAN RAFTERS PER PLAN 2x BLOCKING 2.6 CURB TYP GILLS • CEILING ROOF FRAMING FER PLAN 5/8' TYPE 'X' G.WB. AS REQUIRED SEE NOTES BELOW 2x KICKER PLATE 06100- 07300 -16 1 SKYLIGHT, SIZE PER PLAN PROvIDE FLASHING AS RECOMMENDED BY MFG. 2x4 • ROOF AND FRAMING MEMBERS TYP. 07300 - 06100 - 01 WALL STUDS BEYOND DBL JST, BLOCK AS NEEDED - SEE PLAN SEE PLAN FOR TYP. RISE 4 RUN DIMENSIONS 3/4' PLYWOOD RISER I I/8' HARDBOARD TREAD WITH EASED NOSING 3 2x STRINGERS TYP. UN.O. CENTER STRINGER WITH 2 - 2x4 STRONG BACK TYP NAIL WALL STRINGERS W/ (2) Ibd TO WALL STUDS 4. NSTALL FIRE BLOCKING • STRINGERS TOP 1 BOTTOM 1 ADJACENT WALL(S) PER UDC SEC. 1082 8. COVER USABLE SPACE UNDER STAIR WIN 518' TYPE 'x' G.WB., USE 2 LAYERS • CEILING AREA - PER UBC 100333.9 b. NTERMEDIATE BALUSTERS SHALL BE SPACED 4' APART NET OPENING PER UBC SEC 5093 EAVE DETAIL 3/4' =1-0' 3/4'=1 -O' 06200- 06100 -01 ` /3/4•444 OVERHANG PER PLAN GABLE END DETAIL SEE ELEv TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION NI • 48' OC. AT OUTSIDE FACE OF WALL INC ON SHEAR WALL SCHEDULE 2X BLOCKING WITH (3) 2' • HOLES WITH SCREEN r 12 HOLES WITH SCREEN A35 EXPOSED RAFTER TAIL f TYP. GUTTER FASCIA FER ELEVATION TYP EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION 06100 TRT1 PER ELEVATION BARGE BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL NHRU SKIP SHEATHING WITH Ibd • O.C. TYP 2X4 OUTRIGGERS . 4' O.G. WITH 2X2 BETWEEN FOR TRIM TYP EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION 06100 07300 - 12 - TRIM PER ELEVATIONS BARGE TYP. SEE ELEVATION 2X4 BACKER FOR BARGE - NAIL THRU SHEATHING WITH Ibd • O.C. TYP. 2x4 OUTRIGGERS • 4' o.c. WITH 2x2 BETWEEN FOR TRIM BLOCKING AT CEILING LINE 2x4 LEDGER . NT. CEILING LINE (TYP. EXTERIOR WALL CONSTRUCTION) BALLOON FRAME GABLE END WALL 06100-07300-13 LL fj >� fili W �S EAVE DETAIL 3/4' =1-Or 1 EAVE DETAIL 3/4' =1-O' 17 EXPOSED T'RSi56 TA(: I .J (TYPGdTTE O✓ERHANG �A$CL4 PER = __vL1a PER CTYP- EXTERIOR CONSTR11CTiA't) OvER-IANG PER PLAN SEE ELEVATION It" ,a IIr ELEV. atr.akt � SEE L- .,' 12 EAVE DETAIL 3/4' =1-0' 3/4 " =1-0' GABLE END DETAIL (\EAVE DETAIL T2 OVERHANG PER PLAN SEE ELEv. SEE ELEv. d1MPE_ - wee f Licit serf eikt. OR aeorE 15-Ce. NSo rWWQ FORA. II! • -NV CC A' ars FA OF . o a s __ SC •EDULE lx BLOCKING LIT_ 3. Y • ►OLES tWITw SCE ELEvatgr BAFFEL - EXTEND 6 ' ABO✓E BAT NSUL. OR ^.' ABOVE BLAi,N NSUL. (TYP ROOF CONSTRUCT;ON ) 2• TIN. CLR FOR vENTNG 1.4I. OUTSIDE FACE OF ■i4L_ UNO ON 51-EAR 4ALL SCHEDULE 2X BLOCKNG .u;T.a 3. 2' • EXPOSED RAFTER TAL (TYP G TER; 1' `FASCIA PER ELEVATION (TYP. EXTERIOR WALL CONSTRICTION) BUFFEL - EXTEND 6' ABOVE BATT. IJSUL. OR 12' ABOVE BLOWN INSUL. (TYP. ROOF CONSTRUCTION) 2' TIN. CLR FOR VENTING NI • 48' O.G. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2x BLOCKING WIN (3) 2' • HOLES WITH SCREEN 1 11 i , EXPOSED TRUSS TAIL I1 (TYP GUTTER) OVERHANG / FASCIA PER ELEVATION PER PLAN "( (TYP. EXTERIOR WALL CONSTRUCTION) TYPICAL ROOF CONSTRUCTION 2' MN. CLR FOR VENTNG 611 • 48' O.G. AT OUTSIDE FACE OF WALL UNO ON SHEAR WALL SCHEDULE 2X BLOCKING WITH '3) 2' • HOLES WIN SCREEN 2X8 BLOCKING TYP EXPOSED RAFTER TAIL TYP. GUTTER FASCIA PER ELEvATION TYP. EXTERIOR WALL CONSTRUCTION M 1 1 06100- 07300 -03 20M - 29 1-/ RECEIVED 06100-07300 -04 CITY OF TUKWILA 1 n ; 3 A, PERMIT CENTER Z CC W ?0O >- cT cw - CC LLI - a= 0 CC ` WCD0 � a(i)0 ZZF .0 w Z w .. 0 0 (2,_ =a0 Q _ ' OO a_ Q J W W Q 3 0 U) -LI c o w :/) z J ZO- Qo I— DDOCC CC 0 0 Qz � ,o (-O wEtt. JQ QQzCCcL n0�(D0 Z Z -J 0 U) W J uJ CD Z w m 0 > -wWYD < CO Lf) i CD o E LL- V 5 ) 5'1 "cK r— > \gym Q. TITLE r SHEET D2 C!) —J 0 z rplz al APA LATERAL RESTRAINT PANEL 3/8' =T-0' 17000 -oe100-12 FINS. GRADE TOP OF DOWEL � N t SLAB t >_ TOP OF FT'G . `, J 0- % 3/4' =T-0' NOTE: BASEMENT SLAB MST BE N PLACE PRIOR TO FULL BACKFILLING OF WALL NO INSULATION BETWEEN BASEMENT SLAB AND STEM WALL. TOP OF SLAB 2x H FOUNDATIO D ' f i f - -- ' -2' f S -p' FOUNDATION DETAIL 3/4 " =T -0' 7x4 GARAGE DOOR •L'�F tliEE PR•Ct PLAN FOR 7ZE' NAL5 • 3' OC • SW .A_ .-OC UNO O. Sat; 5UES2 2 2.4 57L'S4 AL 5rEA r 80 NAILS • 3' CC 'r EACH FIX. LINO U. Sit . : SC-H NAL E0 NA:.S • 3' OC • ALL FLTS-.+ORS 15TLO5 UNO ON S•R i:AL'_ SUED 2 2x4 AT ANY SxATa:INIG JOINT , 46. • 059 S.+EA'H N ' •Pt 5TI4D4 5 R P _ B ANC.OR • NAIL '0 SOAK FOR" BEND F AFTER CONCRETE CJRES_ USE 38-*' x2 !B NAILS EAU( U NO 2 -2x4 PLATES'IAr_ SFTG TO EA PLATE 2. '8• • AB. YY MM ,' E*TBEO•EINT JNO ON S•R WALL SC.ED C M T STEPPED FOUNDATION DETAIL 5B'0x10' AB LU' 2'Y_'x3-16' 5Q STEEL PLATE WASHERS • 4' -0' OL- (D v 3 SHEET A - EXCEPT AS NOTED ON s€ AR - SCHEDULE MN EMBED (2).4 BAR • -OP '4 , ERT BAR • 7 oc FULL ✓•EIGHT ,yLLL (DIv. 3 SHEET A -0 •4vER - BAR •6'oc (DIv 3 SHEET A - I DAMP PROOFING (DIv T 5HT AI) •4 NOR:. !BAR •10' 1' -b• OVERLAP iTPN (Div. 3 SHEET 4 - !) TIGHTL NE 4' PELF. DRAIN W.'FILTER �•. ?= IN 24' GRAVEL OED. (DIv. 2 SHEET A -I) (4).4 BAR CONT. (Div. 3 SHEET A -U SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OvER VAPOR BARRIOR (2).4 BAR • TOP 03300 00000 - 24 5/8'•x10' AB. W/ 2'X2'x3 /T6' 5Q. STEEL PLATE WASHERS • 4' -0' O.C. (Div. 3 SHEET A -!) EXCEPT AS NOTED ON 5HEARWALL SCHEDULE 1' MIN EMBED. •4 VERT. BAR • 10' oc, FULL HEIGHT OF WALL (Div. 3 SHEET A -I) SvERT. J- BAR•5' (Div. 3 SHEET A -I) •4 HORZ. BAR • 10' oc (DIV. 3 SHEET A -I) •4 BAR •12'ocL =2' -6' (01v. 3 SHEET A -I) DAt P PROOFING ( DIv 1 51-IT Al) 4' CONC SLAB OVER 4' ROCK OVER VAPOR BARRIOR IHH =1011 -0HII= IIIII/ =TOUT =III I� ICI II�IIIIN?=IIIItl==111i' II = IIIIII=IIIIIII1! 1111 =OIIII =19111= I MI dll = ?H1111= I�' I - IIIII11111t =1 =111111 =1' W--- 1111 =11101 !IIIII :1: • •e 1 LINE OF EXCAVATION 03300 - 23 —ADD BARS TO MATCH RER PER PLANS N.T.S. 03300-00000-26 CRIPPLE WALL 0 FOUNDATION 3/4' 4-0' _TJI BEAM PER PLAN (2) CONT. •4 BAR TYP. FLOOR FRAMING PER PLAN (DIv. 6 SHEET A -U BLOCKING OVER BEAM POST PER PLAN OVER NERVESTRAL CONT. FOOTING PER PLAN - - MAT FOOTING PER PLAN A35 RAMSET TO FOOTING FOR POSITIVE CONNECTION. PER JURISDICTIONAL REQUIREMENTS. TTP FLO R PR t kG PER PLAN (Dry b SHEET A -U CRIPPLE WALL 0 FOUNDATION 3/4 " 4-0" 06100-03300-07_TJI RIM BOARD / 1.3 I' CONT. SOFFIT VENT 1R' RESAILN PLYWOOD • SOFFIT TREATED MUD SILL SEE FOUNDATION DETAILS CANTILEVER FRM'G AT FOUNDATION 3/4' 4-0' 06100 - 03300- 02_TJI L IIIOI = = MI II LE SCAB TOGETHER W/ NAILER EA SIDE AT BEAM SPLICES USE 2x4 SCAB EACH SIDE POST /FOOTING CONNECTION TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. 6 SHEET A -1) TYP. FLOOR FRAMING PER PLAN (DIv. 6 SHEET A -1) SOLID BLOCKING OVER SUPPORTS LOCATE SHEATHING JOINT • cOITION MEMBER 1 3/4 " 4-0" 00100- 03300- 10_TJI L . FOUNDATION DETAIL 3/4 " =T-O' 3/4' =T-0' 4. PER 'I PLAN !I� FURRING DETAIL SLAB 0 STEM WALL 3/4 =T-0' FOUNDATION DETAIL TYP E'1BZOIR UAL'. COrSIRL pet PL.ADS tV•v 6 S•EE' A - +I 4' CO< OVER ROCK O'06R VAPOR DER R C R!_.D INGLATIO• JXID TIIEA'ED PLATE OFFSET 314' SEE FONDATION DETAILS TYPICAL EXTERIOR CONSTRJCTO►. PER PLAN (DIv. 6 SHEET 4 -1) r A!R SPACE 15' BUILDING PAPER HOOKED END MASONRY VENEER TIE TO FRAMING Ev 2 SQ. FT (DIV 4 Sheet Al) MASONR` rENEER 03300 - 00000 CONT FLASHING WNEEP HOLES • 4' OL. TREATED 1W SILL (DIv. 6 SHEET A- SEE FOUNDATION DETAILS b' MN. VERIFY w% GRADE CONTOURS 3 Ill N-- NOTE: THIS OPTION CAN R NOT BE USED Z , N AT SHEAR WALLS. 3/4' 4-0' 04200 02_TJI TYP FLOOR FRAMING PER PLAN (DIv. SHEET A - I) TYP EXTERIOR WALL CONSTRICTION PER PLAN (DIv. b SHEET A -I) LOCATE SHEATHING JOINT • cal -IGN MEMBER BLOCKING OR JOIST • WALL RIM BOARD FURRING WALL I' AIR SPACE VAPOR BARRIER DAMP PROOFING (DIv. 1 SHT Al ) SEE FOUNDATION DETAILS SEE FOUNDATION DETAILS 08100-03300- 21_TJI 4 . _ i TYP EXTERIOR WALL CONSTRUCTION PER PLAN (DIv 6 SHEET A -I) 4' CONC. SLAB OVER 4' GRAVEL BED (Div. 3 SHEET A -I) TREATED MUD SILL (DIv 6 SHEET A -I) 0810003300 -03 D 3/4" =T-0' 3/4 "=T-0" WIZ T'P 'VW ! 51.1EET A - INIERO R BEARING d6AI ∎ Dtv b WEE. A-I) Y1'• . 10' AB • • -0' OD (Div 3 GEWT A -U SLAB ON GRADE PER PLAN i D'r. 3 SHEET A -U VAPOR BARRIER co SPREAD FTC,. PER PLAN ; DI r 3 S.E_' A- I/ •45' (2) •4 BAR COW (D1v. 3 SHEET A -I) FOUNDATION /FRAMING CONNECTION 3/4 =T-0' ExT. DOOR AND FRAME (Div. 8 SiEET A -I) DOOR THRESHOLD FLASHING AS REQV. (Div. 1 SHEET A - ' NERrESTRAL FLA5N! 4' CONC. SLAB OVER 4' GRAVEL BED (DIv. 4 SHEET A - ! ) 2x0 TREATED TRESHOLD RIM JOIST TREATED MUD SILL (Div. 6 SHEET A -I) •4 VERT. RE -BAR FROM' STEM WALL STUBBED INTO SLAB TYP. FLOOR FRAMING PER PLAN. (DIv. 6 SHEET A -I) EXT. DOOR THRESHOLD DETAIL 06100- 03300- 04_TJI FULL WIDTH TREATED MUD SILL HANGER PER MFG TYP. FLOOR FRAMING PER PLAN (DIv. b SHEET A -I) EXT. DOOR AND FRAME (DIv. 8 SHEET A - I) DOOR THRESHOLD FLASHING A5 REQ'D (DIv. 1 5FIEET A -I) NERvESTRAL FLASHING 4' CONC. SLAB OVER 4' GRAVEL BED (DIv. 4 SHEET A -I) TREATED MUD SILL (DIv. 6 SHEET A -I) P AIRSPACE TYP. •4 VERT. RE -BAR FROM STEM WALL STUBBED NTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL TYP. FLOOR FRAMING PER PLAN (DIv. 6 SHEET A -I) TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. b SHEET A -I) TREATED MUD SILL -- SEE FOUNDATION DETAILS POST AND BEAM PER PLAN FRAMING /FOUNDATION CONNECTfN 3/4• =1 06110- 03300- 08_TJI NOTE: FOOTING DOES NOT SLIDE N THIS CONDITION, FOOTING SPANS HORIZONTALLY. TOP OF J -BAR 6T E vi 3/4' =T-0' FINISH GRADE 3/4 " =T-0' TOP OF SLAB 06100 - 03300 06_3J1 ` 3/4'4-0" PER PLAN FOUNDATION DETAIL 2' -8' MN II. .I� II FRAMING PARALLEL TO STEM WALL M 2' CLEAR • i' -0' FOUNDATION DETAIL FRAMING PERPENDICULAR TO STEM WALL J:'• c 274 ic.3Ri Sa FEE =LATE •45•ER' • • - OC Dtv 3 5►EE' A- EAcao. AS yTTED ON SEAL_ SCAEO.LE .4 •p2. BAR C' CORER OVERLAP (D' / 3 SHEET A •4 ,ELT BAR SAM AS STUB FEE- SPACING (D.v. 3 5IFEE' A -U DAt•PPROOFPIG . D` -r 1 y€ A- •4 S 5 FROt' FT& • 6' OC fD v 3 SHE: A -U 4' PELF . DRAT. U FILTER L. 24' GRADE.. BED 'D =v 2 SHEET A -I) SOLD SUBFRATE (2).4 BAR C 4T. , Dlv. 3 SHEET A - - L , 2' CLEAR IQ•►x10• AB. W, 2'X:•f3 b' 5.0 STEEL PLATE WASHERS • 4 -E• OL (D v. 3 51-€ =' - EXCEPT AS NOTED ON 51- EAR4A`_ SCHEDULE " MIN. EMBED. (2) N. BAR • TOP •4 VERT. BAR • I2• oc Pt LL HEIGHT OF -ALL (DIv- 3 S+-€ET A -1, DAMP PROOFING ( 1 SNT A!) •4 vER' J -BAR • i' oc (DIV. 3 SHEET A -i; •4 - 1ORZ. BAR •10'x 1' -b• OVERLAP (MN (DIv. 3 SWEET A -I) TIGHTL NE 8' 1-0' y CANTILEVERED RETAINING WALL 4' PELF. FT'G. DRAIN WFILTER IN 24' GRAVEL BED (DIv. 2 SHEET A -1) (4).4 BAR CONT. (DIV. 3 SHEET A -L' SOLID SUBSTRATE 5B4.x10' A.B. W- 2'x2'x3.16' 5.Q. STEEL PLATE WASHERS • 4' -0' 0L. (DIv. 3 SHEET 4 -i) EXCEPT AS NOTED ON S- IEARWALL SCHEDULE 1' MN. EMBED (2)'4 BAR • TOP X22 1 • 4 VERT. BAR • 12' oc, FULL HEIGHT OF WALL (DIv. ; SHEET A -U S vERT. J -BAR • 8' oc (DIv. 3 SHEET A -I) •4 HORZ. BAR • 10' oc (DIv. 3 SHEET A-i) .4 BAR • 12' oc L.2' -6' (DIv. 3 SHEET A -I) TIGHTLINE DAMP PROOFING ( DIv 1 51-IT AI) (4) •4 BAR CONT. (DIv. 3 SHEET A -c SOLID SUBSTRATE 4' PELF. FIG. DRAIN W/FILTER IN 24' GRAVEL BED. (DIv. 1 SHEET 4 -I) 03300 00000 - 26 TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIv b SHEET A -I) LOCATE SHEATHING JOINT • COMMON MEMBER RIM BOARD TYP FLOOR FRAMING PER PLAN. (DIv. b SHEET A -I) TREATED MUD SILL SEE FOINDATION DETAIL(S) TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIV. 6 SHEET A -I) LOCATE SHEATHING JOINT • COMMON MEMBER SOLID BLOCKING • RIM JOIST • EXT_ WALL POINT LOAD BEARING PER PLAN TREATED MUD SILL SEE FOUNDATION DETAILS) TYP. FLOOR FRAMING PER PLAN. (DIv. 6 SHEET A -I) 1 1 FRAMING /FOUNDATION DETAIL 3/4•=f-0' 0e100- 1L `i •. PERMIT CENTER Z> W 0 w O 0 :T � cc w Li_ w = LL W w O cl) O Z w ~ 0 (7) wzw m0 0 LL, co cc lL > cL S Q U w �— �QoU J w tl OE w co W 0 w�� i— W w Z ZZ J � O ▪ I� O w0Z oCC O d <z0 ▪ Z 00. H p c Z Z W W J Q QQZOC Q 0 0 ((I)) 0 F Z J U >CC Z iti w 00 O }w Q D c t— O O CO Do Co L() CV X Cl5 LL O CV CO (0 LO C\I TITLE . I( !I3 NO SHEET D1 1 L_ 12 & 12 8.12 0 12 SIDE ELEVATION 1 812 1111111111 1111111111111 6' NORZ SC w1 - 1 12 78 6' NORZ. SIDING SIDE ELEVATION Scale 1/8 r -O' a.e TOP PLATE WIN. HDR HGT UPPER FLOOR TT WIN. HDR NGT. \ MAIN FLOOR TOP PLATE WIN HDR NGT LOWER FLOOIyL REAR ELEVATION I�I 0' B -- - 14 TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. BUILDING PAPER: (DIV. 7) SHEATHING: (DIV. 6) FRAMING. (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) GWB: (DIV. 9) EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) BUILDING WRAP. (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATIONI (DIV. 7) GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBFLOOR: (DIV. 6) FRAMING: (DIV. 6) INSULATION: DIV. 7) SOFFIT: (DIV. INSULATION: ( DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA SHINGLES ( 010005) 30* BUILDING PAPER 7/16' OSB OR EQUAL PER PLAN R -30 BLOWN -IN 1/2' RE -SAWN PLYWOOD S/8' GWB 2x6 TRIM 2x4 TRIM 2x6 TRIM WOOD SIDING (DIV. 01005) 15it BUILDING PAPER 1/2' GWB 1x2 BATTS OVER ROUGH SAWN PLYWD. • 12' oc 15it BUILDING PAPER 7/16' OSB OR EQUAL 2 x 4 STUDS AT W OC R -13 BATT W/ INTEGRAL VAPOR BARRIER FINISH PER PLANS (DIV. 01005) 3/4' T &G (PLYWD, COMPLY, OR EQ.) PER PLANS R49 BATT U2' RE -SAWN PLYWOOD HEAD: 2x4 / JAMB: 2x4. ILL 2 I z2 OUTSIDE 2x4,2x3 2x8 UNO m TOP OF PLATE • ENTRY 41 TOP OF PORC ,MAIN FLOOR Dz3o 2_94 !T!! II IT S ii II I JO IT_I( TITh 0 7...igiN.1I1111►. IIr11/Ii111. . - 111111111I1I/1tlb.. 0 1f11111 1I1111n1tb 11 1 1 1I111111I,II►. � 11 1/1/111/1 1 I/11111 111111TH II � I 111111111,11111111111111MMOM wows r ,IT.1 IL__ = — Nominswoomminumaniummmomili IIIIMINRIFINIIIIII11111111111110111103 I . Ipmfolmoimumunimensonniminsa 11 TII h IT 11 1111 II HIT 1 1 11 f II ' I IT 1 I I it II IT if II T 11 II r 1 IT II 11111 I1011i111111111111 1111111111111111111111111111 Ii l IUl1 NDR. HGT 2x.3 STOOLSOARC OVER 2x6 TRH UPPER FLOOR Wh1 FCR NGT lx8 TRIr OVER 1x6 TRIM 1 PLTUIOOD ./ V2' x 2 Co CORNERMOULD 2x4 TRIM 2x6 TRIM MAN FLOOR ip 2 Entry Bdrm #3 FRONT ELEVATION Dining (BEYOND ) SEE SITE PLAN FOR SITE SPECIFIC FOUNDATION INFORMATION BUILDING SECTION A-A FLOOR JOISTS PER PLAN Family FLOOR JOISTS PER PLAN Bdrm Unfinished Basement #2 Kitchen (BEYOND) 10x24 GABLE BC vBir TOP PLATE TOP PLATE D2 TOP OF PLATE U1N. NDR NGT. UPPER FLOOR TOP OF PLATE WN. 14DR NGT l 1 I 1 . TL?P PIAIE __ UN. NDR NGT w '0 :0 RECEIVED CITY OF TUKWILA PERMIT CENTER 1- w Q w i.L 0 F- CC w s O O= w J) 0 w w v) 0 z Q 0 w 1- 1 a O 0 0 z Q cc 0 F- 03 03 L() op X O � co O CV TITLE 1 No.: 9908621 IBASE PLN B2000 -060 SHEET A7 99086.21 1 N ROOF VENT CALCULATION BASED ON 3 2 -VT HOLES PER VENT BLOCK ROOF VENT CALCS BASED ON UBC SECTION 15053 TOTAL ROOF AREA 1256 5F/300 =4,18 SF OF VENT AREA REQ 50 % AT EAVE = 2,09 SF REQUIRED 50 % s 36' (MIN) ABOVE EAVE = 209 SF REQUIRED 6 ROOF JACKS AT 50 SQ. IN. EACH =300 SQ. IN.= 209 SF 76 LF. OF EAVE VENTS AT 52 Q. iNILF =395,2 Q. IN. =274 SF GABLE END VENTS AT 18 x24 = 6.48 SQ. IN. =45 SF Q— GABLE END VENTS AT 0 x Q_ = Q SO. IN. =O SF 0 GABLE END VENTS AT 0 DIA. = 0 SQ. IN.=O SF TOTAL VENTS PROVIDED ROOF JACKS . 209 SF EAVE VENTS . 274 SF GABLE END VENTS . 45 SF TOTAL SF OF VENTS PROVIDED = 9.33 SF • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. UBC 15053.2 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH ' 4 I UPPER ROOF FRAMING PLAN I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES ( F -1 ) F -2 ) t F -3 r F -4 r F -5 r F -6 II F -1 F -S F -9 F -10 r F -II F -12 F -I3 Lf- F -I5 L SEE :G /ER SHEET FOR =+i.L GENERAL NOTES AN, REOUIRE+ 2 SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE CO✓ERSi.€ET FOR A-_ NOTES AND REQUIREMENTS CONCER t∎Ca ' 1EClrIANIGAL. Pl_11BNC: •1 L) ELECT!RfCA, 4 TRUSS DESKI4 BY P'ANUF TRUSS PLAN SNOUIPi 15 FOR GENERAL LAYOUT oNLY SEE C I. 6100 54-EET A- - TR.5 LOADING SEE Dry. 01000 SHEET A - - TRUSS SPAN PER FL 'iC'R PLANS - T ,J55 TT PER R:= FRAMING PLAN ROOF FRAMING SPACRNG i -• c c_ UNO 6. ROOF PITCH- EY ERIOR PER ELEVATION NTEROR PER SECTION . T RAFTER TAIL 2x4. vERIFY 8- ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL EADERS ARE 4.0 DF UN_O PROVIDE • TR'ER STUD UP TO 4 -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O_ SEE Div. 06100 SHEET A -I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HvAC DUCTING, SEE DIv.IS SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING *EMBE ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN 'NSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN WI BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS 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 -i FLOOR JOIST - SEE SCHEDULE DWG. SEE Div. 06100 SHEET 4 -1 SEE ELEVATIONS AND SECTIONS FOR PL ATE HE IC 4-IT PRESSURE BLOCKING SEE DI 00100 SHEET A -i FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOILN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOILN BELOW JOISTS 2X6 OVERFRAMING • 24' OC 2X6 CEILING JOISTS s 24' OC SYMBOLS & LEGEND 0 , POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN ?�' POINT LOAD TRANSFERING DOWN WI LOADING ,Z42\' HANGER POINT LOAD TRANSFERED BY KICKER P - Dnoo-2_ q Q HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION Q TO BE USED ON FLOOR BELOW 3Txx — HORIZONTAL STRAP WITH SIZE DESIGNATION I INDICATES BEAM CALCULATION WITI4 INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE OREMEt WALL BELOW NOTE_ UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. RECEIVED' CITY OF TUKWILA n i PERMIT CSNTER • M Q) 0 V H z w 0 a z A4 ti TRTLE OB NO.: 4108621 BASE PLN 82000 -060 SHEET 99086. ?1 A6 I6' -0' 3 V2' 6' -8 V2' f— 8' -0 8' -0' , 6' -8 1/2' T J , 1040 , ,( 6040 7 1 I I I ( P -5 ( P -5 -. M. Bdrm. CARPET 5' -8' � , T -0 1/2' 3 '-5 f/2' IZ m in Bdrm CARPET y - 3' IT -5 I/2' I #2 r SD - SD R4S 1 Hall CARPET 3' 10' Bdrm #3 CARPET ( P {11 . ) <\ r M. Bath 4 f ,1 CARPET W.I.C. ( 4C4RPET ( P -5 �_ 5' - l' r 3' -0' II 2' 0' � , 3' -2 9 I/2 3' -2 I/1' T -5 1IT vTOS 5Q BP DN I4 ,-- 30 0 3030 `. ! r ti R4S Open Y i . ; e 3' -1' 2 [P-20 ) Below �"`� Bath VI NYL Gal VTOS 6 ' -9' - P -, .` / 4' -1' \ I' -4" -10 1 11111111 um 8' -0. 3'-9 I/1 t ., Il 2x8 WALL FOR 14vAC DSO 9 I � rr i -' I Office I CARPET M r V �Vi'� /'" ( P -12) r -- I r � L L J ROOF LINE BELOW -'- I I . I 2 I.tundry VINYL Q 1/T05 r\ W /1 F-\ D /-1 I \/ II \/ I 1 /\ II /\ 1 1/__ \i I� / VTOS \ A 1 o DN I4R u ____\ ( P -3 ) ( P 1 ) 4036 4036 I I I I 1 1 � 1 / 4 I 1 I L WALL LINE BELOW j F A 7 ROOF LINE BELOW 4' -10 I/2' 2'-'9' 3' -0 V2' 5' -0' / 5' -3 1/2' , 3' -0 1/2' , f --/ 1' -II' 5' -9112' I0' I/2' - --/ 13' -8 I/1' 6-0' f Ic 32'-0' \ \ P -4 b SYMBOLS AND LEGEND FAN DIRECT VENT TG a„TSIDE -BATH IROC'M5/L.UNpRY 50 CR. MN_ -KITCHEN CRT! MIt - WHOLE 640116E FAN 100 CFM MN VT06 ui10LE 140IJ5E ExH-AUST FAN CO. ECTED A 74 64oUR TIMER - 100 CFM MIN.. vT0 • THER - STAT • 50' ABOVE FLOOR Q 140v SMOKE DETECTOR PER l$C WITH BATTER- BACKUP 24 HOI.'R TF:ER Tt iL$ OLE - 2JSE r- AN F'ECMAN1CAL pLJBNG 4r4) ELECTRICAL SYSTEM FOR WITS. PER D.v. 15.16 SEE SHEET A I 1 a PROVIDE 6' DIAMETER FRESH AIR INTAKE FRom OUTSIDE TO RETURN AIR FLEW - 1 AT FURNACE WITH MOTORIZED FLOW DAMPERS B. PROVIDE THERMAL ExPANSIO!J TANK AT WATER HEATER C STRAP MATER BEATER TO FRAMING TOP AND BOTTOM D PROVIDE Pfa£ RELIEF LINE PLUMBED IC OUTSIDE. UPPER FLOOR PLAN Scale 114'.1' -0' J '0 I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P -1 ) ( P -2 ( P -3 ( P -4 P -5 (P -1) ( P -8 ( P -9 P -10 ( P -II ( P -12 P -13 ( P -14 (P -15 (P -16) ( P -11 (P -I8) (P -19) (P-20) -21 (P -223 P -23 (P -24) L SEE CO ✓ER 5-EET FOR A-t- GENERAL NOTES AND REaUtRP 2. E*ERG''" AND A=R ',iJA:LITY 14r - COd - AT4l1 SEE DIV n SHEET A- 3 - SEE SULDING ELE vATIoN FOR wi pOW OPERATION SEE Div 8 SHEET 4-i 4. SEE TYPICAL "1ATERIA;`S LIST ON SECTION SHEET 5. SEE CC /ER -€E• FOR -.L_ NOTES AND REO.:rR -EN'TS CONICERNMG MECHANICAL, PUS/BING. AND ELECTRCAL 2 �OO OCCUPANCY SEPARATION: APPLY _AYER 5%8' TYPE '/' G.W.B. TO ALL WALLS MID CEILINGS OF GARAGE SIDE FROM FOJ'1OATION TO SHEATHING- JRAP POST AND BEAMS APPLY 1 2) LAYERS TO TRUSSES AND TJ` FLOOR JOIST SEE DIv. 01002.5 SHEET A -1 131S' MN_ SOLID CORE DOOR i !TLI SELF CLOSER TO BE TIGHT PT SEE Dr'/ 01002 SHEET 4 STAIR ASSEMBLY NOTES: PER ABC SECTION 1003 .4 HEADROOM MIN 6' -8' WIDTH MIN. 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS S' MAY.. +-1T. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I i/2' MIN. TO 2' MAX_ CROSS SECTION DIMENSION AND I I/2' MN. 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 W/ 5/8' TYPE 'x' G.WB. (2) LAYERS • CEILNG AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 01002.6 SHEET A -I. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN I8' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF 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 4 - EGRESS WINDOW PER UBC, SECTION 312.4 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN B I_ GARAGE TO E IS' MIN ABOVE TOP OF SLAB. SEE DIv. 5 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET A -I (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 -i I8'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A -1 22'x30' ATTIC SPACE ACCESS WI 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIv. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE W W ALL LINE BELO FIREPLACE ASSEMBLY" NOTES: \E A. DIRECT NT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIv. 010028 SHEET A - B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIv. 01002E SHEET A - C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIv. 010022 AND 9 SHEET A - D. 5/8' TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. 'B' VENT FOR MECHANICAL. 1' CLEARANCE ALL SIDES PER UBC SEE DIv. 15 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MN. '4 n C) IS C CO LO Cli N- CO CL, ( d 0) w c� O 4-6 �- -3E ...„ CI) cr :E - Fo c a 2 En! !-(175 C 7- 0 1-LC(9) R IK > 4 3 71 'j .q. Q. t TITLE JOB No. 9908621 BASE PLN B2000-060 SHEET A5 RECEIVED 99086.21 CITY OF TUICVol PERMIT CENTER F -8 ALL FLOOR JOIST ARE- 11-1/5' TJI PRO 150'5 AT 1 92' oc VERIFY W/ MFG LAYOUT 5EE DIV. 06100 I START FRAMING HERE (2) 2x OR (I) 3x SOLID BLOCKING UNDER WALL ABOVE - TYP. 5 V4ti9 - VI' J L JL J_L_J L J L lr lr lir i it lr it if 1 l F -13 r 2 LEC-ER • RbGF LINE 5I/4'x14_ hr 0 I is. T — l BE - LNG LL 1 2 - -+� - - ---4 — - -4 0 s i • - LEDGE MUM J L J 3 in 14 LL r 1 • R(G' LINE 4x12 DP2 r- r 5 I /4' f 14' P3 f . r -0 IL JI J 1 3/4' x II 1/8' L F - II SEE: I 4xI2 DP2 UPPER ROOF FRAMING PLAJ 4x10 DF•2 I' -6' - f UPPER FLOOR /LOWER ROOF FRAMING PLAN • I m 2x6 RAFTERS w/ 2x4 CEILING JOISTS I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES ( F -I ( F -4 ( F -5 ( F -6 ) ( F -1 ( F -8 ( F -9 ( F -I0 F -11 ) ( F -12 (F -13 ( F -I4 ( F -I5 0 Q STxx L SEE :,C' .ER SHEET FOR ALL GBIER 4- NOTES AND !REOJIREYEi (T5 2. SEE TYPICAL MATERIALS LIST CN SECTION SLEET 3. SEE CO.ERS..EET FOR ..>__ NOTES AND REQUIREMENTS CONCERNING MEOmANICAL, PLUMBING. AND ELECTRICAL 4 TRUSS DESIGN BY MANMF TR> -_SS PLAN SNOWY IS FOR GENERAL LAYOUT ONLY SEE DIv. 6100 SI-EE• A - - TRL'.55 .OADING SEE DIV. 010001A SNEE' 4 - - TR-SS SPAN PER PLANS - TRJSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPAC NG 24' cc. UN•LO 6. ROOF P. rc4-t- Ex-ERiOR PER ELEVATION INTEROR PER SECTION 11. RAFTER TAIL 2x4 - vERJF . 8 ROOF TAIL AND RAKE O VERI-+ANG PER ROOF PLAN- S. ALL !-FADERS ARE 4x10 DF r• UN-0. PROADE (!) TRI? -, IER S'UD JP TO 4' -0' SPAN AND (2) TRIMMER. STUDS OvER 4' -0' UNW SEE DIV. 06100 SHEET A BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR t-4v4C DUCTING. SEE DIV.15 St -rEET A - RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBER ALIGN EDGE OF JOIST WIT1-1 FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN LI/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS 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 -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIv. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH WI TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVERFRA1 - 1ING e 24' OC 2x6 CEILING JOISTS e 24' 00 D2ODO-2,9q SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING / POINT LOAD TRANSFERING DOILN � Q 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 a INDICATES BEAM CALCULATION WITH INDEXED NUMBER O U H z O z Q ti ct w a_ 0 cr w J W w M Cl) 0 Z 0 w d 0 0 O Z_ 01 z — (0 L .LI CO cn CD CID (10 S n D ID 1) .11 .. CO C" LID U) CV >< LL TITLE , gB NO. : 97 BASE PLN B2000 -060 SHEET A4 EXTENT OF SHEAR WALL TYPE OF SHEAR WALL ! - -- ---- __ -__1 WALL ABOVE trESESZt WALL BELOW NOTE UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS FEC 99086 CITY OF PERMIT • M m m Kitchen �I VINYL 3 ' 6' - 9/2' 6'41/2' � Covered Porch GONG. FP - n GLAZING CALCULATION TOTAL SF OF HOME 3014 SF TOTAL SF OF GLAZING 393.54 sF TOTAL t OF GLAZING 13.1 s 5F. '5 CALCULATED USING THE REQUIREP'ENT5 SET FORTH WASHINGTON STATE ENERGY CODE. REFER C ADDITIONAL DOOI'ENTATCN TO SUPPORT METHODOLOGT OF PERFORMANCE ,- t_ ! 4NCE SYMBOLS AND LEGEND [Fj FAN- DIRECT ✓£NT TO ' T5NDE -BATi O rt5 /LAUNDRY 50 CR" MINI - KJTCE-EN 100 CR1 MtN. - W.10LE HOUSE FAN 100 CR1 MIN VTOS JJHOLE I.10USE E i.- 4 5T FAN CONNECTED A 24 Ira '!HER - 100 CP1 f' 1M VTO [T] Ti€F 1OSTAT • 50' ABOVE FLOOR IIOv SMOKE DETECTOR PER USG WITH BATTERI eACKLP P TERCOMECTED .T1 24 riO,JR TIMER TO UJHOLE HOUSE PAN MECHANICAL, PL;I'BNG. AND ELECT .CAL SYSTEM FOR UNITS PER Div. b.16 SEE SHEET A RJR!"► A PROADE 6• DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR P'LENJ ! AT F+ WITH MOTORIZED FLOW DAMPERS. B PROVIDE TI -ERMAL EXPANSION TAN( AT WATER HEATER C STRAP WATER DATER TO FRAMNG TOP AND BOTTOM D- PROv1DE PRESSURE RELIEF LNE P "uUMP.EC T : OUTS MAIN FLOOR PLAN 0D- 1 GENERAL PLAN NOTES P -I , l - J P -3 ) P-4 ) (P -5) ( P -6 ) ( P -T) P -9 ) ( P -10 ) ( P -I1 3 (P -12 (P -I3) ( P -14 ) ( P -15 ) L P_L-16 ( P -il ) (P -IS ( P -193 (P -20) ( P -21 ( P -22 ) ( P- 23 ) L SEE G^. /ER T !FOR NOTES AND RE TS 2. ENERG■ AND AAR ATION SEE Div 11 SHEET A - 3. SEE ?BOLDING ELEVATION FOR WINDOW OPERAT;ON1 SEE DTV. 8 SHEET A -1 4. SEE TYPICAL "1ATER LIST ON SECTION 54-+EE T 5. SEE CO , ER SHEET FOR 4,L NOTES AND REQUIRE" ENTS CONCERNik MECHANiC.AL. PLUME**, ANC ELECTRICAL 1 FLOOR PLAN KEY NOTES 1 OCCUPANCY SEPARATION: APPLY ( 1) LAYER 5/8' 'r- E '`' G1UB. TO ALL WALLS AI" CEILINGS OF CARAGE SIDE FROM FOUNDATION TO SHEATHING WRAP POST AND BEAJ - 1S APPLY '2) LAYERS TO TR,:55E5 AND TJ1 FLOOR JOIST. SEE Div. 010025 SHEET A -I 1 3/8' MIN. SOLID CORED OR WITI -! SELF CLOSER TO SE T1G4T P!TTINCs SEE D'v 010025 SHEET .4-1 STAIR ASSEMBL" NOTES: PER u&: SECTION 1003 A HEADROOM MIN. 6' -8', WIDTH 1IN. 3' -0'. TRADS 10' MIN. DEPTH, RISERS 8' MAX. 4T. C. HANDRAIL MIN. 34' TO MAx 38' ABOVE TREAD NOSING. I- INDRAIL I I/2' MIN. TO 2' MAX CROSS SECTION DIMENSION AND 1 1/2' MIN. CLEAR FROM WALL. RETURN RAIL ENS. D. INSTALL FIRE BLOCKING AT STRINGER TOP AND BOTTOM AND ADJACENT WALLS) E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'x' G.W.B. (2) LAYERS s CELING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED WI LESS P-4$N 4' BETWEEN BALUSTERS. SEE Div. 01002b SHEET A -I. SAFETY GLAZING PER UBC, SECT. ION 2406 A. WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF :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. 08E00 SHEET A -I EGRESS WINDOW PER USC, SECTION 310.4 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 SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS_ SEE DIV. 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX. RISER WITH 10' MIN, RUN IF MORE THAN (3) RISERS. HANDRAIL REQUIRED PER UBC, SECTION 100b SHEET A -I 18'x24' CRAWL SPACE ACCESS. INSULATE AND UJEATHER STRIP. SEE DIv. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIv. 01002.1 SI -IEET 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 USC REQUIREMENTS. SEE DIv. 01002.8 SHEET A -I 6• ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIv. 01002 SHEET 4 -1 C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. SEE DIv. 01002.8 AND 9 SHEET A -I TYPE 'X' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36,' GUARDRAIL PER USG. 5092 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 LOWER LINEN c,ABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR 931 SF UPPER FLOOR 1177 SF UNF. BASEMENT 906 SF TOTAL 2108 SF GARAGE 478 SF DECK / PATIO 38 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FADE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. + iI CITY OF TUKWILA r, I PERMIT CENTER cfi cb iRcic cb TITLE CO L1J CO co co ) N N n 108 NO.: 9 BASE PLN 62000 -060 SHEE1 A3 990116.21 10 r ExTBND POST TI4FaJ DECK BELOIU TO FOOTR)Y: MAIN FLOOR FRAMING PLAN 1 I GENERAL FRAMING NOTES I I FRAMING PLAN KEYNOTES F -I ) F -2 ) F -3 F-4 , F -5 F-6 F -'t F -8 F -9 F -I0 F -11 F -12 F -13 F -I j 2O Z9 L SEE C..0 SaE.ET FOR GAR,_ NOTES AND RE041RE IENT'S T. SEE TYPICAL P !ATERIALS ij5T ON SECTION SWEET 3. SEE COiER5*EET FOR ALL NOTES AND RECU+REr ENTS CCNCER NG MEC.HANICAL. PLUMBING AND ELECTR,CAL 4 TR.J55 DE5oGN BY M.WF. TR,iSS PLAN SI4QLN IS FOR sENERAL LAYOUT ONLY SEE D v. ci@0 SKEET A -: - TRUSS LOADING SEE D1v. 010001A SKEET - TRUSS SPAN AER FLOOR PLANS - MISS TYPE PER ROOF FRAmING PLAN 5 ROOF FRAMNG SPACII . 24' oc UNO 6. ROOF PI TC44- EXTERIOR PER ELEVATION 1/ OR PER SECT! oN 1. RAFTER TAIL 2x4. S ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN_ 9. ALL .HEADERS ARE 4.(i0 DF '2 UNO. PROADE'I, TRIMMER STUD .JP TO 4' -0' SPAN AND ' 2 ) TRIMMER STUDS OVER 4 -0' UNO. SEE DIY. 06100 SHEET A -I BACK FRAMING AND SOFF,T AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING SEE DI ✓.I5 SKEET A -I RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN Wi BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS 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 -I FLOOR JOIST - SEE SCHEDULE DL*. SEE DIV. 06100 SHEET A - SEE ELEVATIONS AND SECTIONS FOR PLATE HE PRESSURE BLOCKING SEE Div. 06100 SHEET 4 -I 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 BEM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS BELOW BELO JOISTS 2X6 OVERFRAMING e 24' OC 2X6 CEILING JOISTS g 24' OC SYMBOLS & LEGEND B 0 POINT LOAD FROM AOVE POINT LOAD FROM ABOVE W/ LOADING C ` :1 "_'. 3 WN POINT LOAD TRANSFERING DO POINT LOAD TRANSFERING DOWN W/ LOADING y�� P4 Q\ HANGER POINT POINT LOAD TRANSFERED Y KICKER Q Lv P � P`� Qv HOLD DOWN WITH SIZE DESIGNATION Qv VE TICA LSTRAP WITH R SIZE DESIGNATION Stxx _ HORIZONTAL STRAP WITH S DESIGNATION BELOW TO O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE WALL BELOW NQTE. UNLESS OTHERWISE NOTED, ENGINEERING AND CaS- CALCULATIONS ARE NOT PROVIDED IN THESE DRAWIN_ CITY OF TUKWILA } PERMIT CENTER ■ V U E-4 d z O z W. DO ,0) W n` gicic ( � > cZ n - 6 -Q ) Q cts TITLL O N CO 1 LC) N _ JOB NO. : 5' 1)8621 BASE PLN B2000 -060 e 9 2x8 CRIPPLE WALL ABOVE, TYP ( FP -I ) ( FP -I r L1 CRAWL SPACE VENTS c 4 - L SPACE AREA __a65__ 5F 2 CR. L. SP:.t AREA 1 60 • 5.11 SF CF VENT AREA REQUIRED 3 TYPICAL VENT SIZE • 14'43' • 15 c 19% EFFICIENCY • 58 SF PER /ENT NET FREE AREA 4 VENT AREA / 58 • _ 9.98 /LENTS REauRED 5 le VENTS SNOILN • SEE PLAN FOR LOCATION) .BENTS : 98 . 5$ SF OF vENT AREA PROVIDEC ' vEN'S SHALL BE COIFERED WITH CORIF:^•ION RES 5TANT WIRE MESH WITH OPENNGS OF V4' MAX E. VENTS LOCATED IN RIM JOIST MUST BE PERT'ANENTLY BAFFLED WEEC 5021.41 5'-6' 9' -3' 5'- 101/2' 3' -9' 24' -0' 32'-0' 9'-6' [FP -10i SITE DETERMINED 15' -8 I/2' Unfinished Basement Conc. 1-0 L___ FP-16) 3' -10' IT2' 16' -3' 32' -0' SYMBOLS AND LEGEND n FAN- DIRECT VENT TO OUTSIDE - BATHIROC!'15JL.AUNDRY 50 CPI MIN. - KITCHEN 00 CR1 MIN. - WHOLE HOUSE FAN WO CR'1 MTN. vT05 uJ4OLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CFM MINI. vTO nT THERMOSTAT • 50' ABOVE FLOOR ® IIDv SMOKE DETECTOR PER uI3C WITH BATTERY BACKUP IvTERGGN ECTF_D (r' 24 HOUR TIMER TO ti1F40! E HOUSE FAN MEGNANICA4 PLOP ISP4G. AK) ELECTRCAL 5Y51E i FOR UNIT& PER DIv. 15)6 SEE SHEET A• FtRIN A PRDV1DE 6' DIAMETER FRESH AIR NTAKE FROM c* T51DE TO RETURN AIR PLEA /- AT RJR NACE (UMW MOTORIZED FLOW DAMPE B. PRO ODE iI. RMAL ExPANSICN TANK AT LUATER HEATER c. STRAP WATER HEATER TO FRAMING TOF AND BOTTOM D. PROVIDE PRESSURE RELIEF LPE PLJ"1B.EC TO OUTSIDE _ 5' -9' - I/2 1' -6' 8' - X FOUNDATION /LOWER FLOOR PLAN - - - - 4 Porch CONC T-9' FP - 1 ) 2x8 CRIPPLE WALL ABOVE, TYP. 12' GE OVER RIDGID INSULATION GLUED TO CONC STEM WALL �zo ob - 294 �n N m NOTE SITE SPECIFIC FOUNDATION PLAN TO BE INCLUDED WIN EACH LOT SPECIFIC PERMIT PACKAGE 1 GENERAL FRAMING NOTES 2. SEE ^'F'1CAL MATER;:.�S LIST ON SECTION SHEET 3- SEE ./:. FOR t_ NOTES AND REOuIRE* EATS CONCERNING MECHANICAL, P_ 1 ANC ELECTRCA4 4 TRUSS DESIGN S`" MAN&F TRU55 PLAN SI-IOJN ■5 FOR GENERAL. LAYOUT 01LY SEE D /. 8iCXL -EET A -1 - TRt.'S5 :.OAD •* SEE Div - 0:0001A MEET a -I - TRUSS SPAN PER =L, F^�ANS - 'Rf155 TYPE PER 1 2ooF FRAMING PLAN 5 . ROOF FRAMING SPACING, 24' or. LINO VI . ROOF FI TCH- ExTERICR PER ELEVATION INTERIOR PER SECT!C* 1 RAFTER TAIL 2x4. VERIFY. L SEE COVER S•EE' FOR ALL GIBIE>FcAL NOTES AND /2EC1.11Ri EmENTfj CH ) $ ROOF TA;_ AND RAKE OVERHANG PER ROOF HEADERS ARE 4x DF '2 UALO PROV IDE • TRIMMER STUD JF TO 4' -0' SPAN AND %2) - r-?-R STUDS OVER 4' -0' UN.O. SEE ^'Y. 06100 SHEET A - 1 FOUNDATION KEYNOTES CONCRETE STEM WALL 8• WIDE WITH MN. I5'x1' FOOTING SEE DETAILS FOR ADDITIONAL INFORMATION. SEE D!v. 3 SHEET A -1 CONCR STEM WALL 6' WIDE WITH MIN_ 12'x6• FOOTING. SEE DETAILS FOR ADDITIONAL IhFOR'1ATION. SEE DIv 3 SHEET A -1 CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 1.111.4xW1.4 UJLF GN 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE Div. 3 SHEET A -1 6x6 POST ON CB66. I' .4150/E 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 SHCLT A -1 ALL CRIPPLE WALLS ARE 2x6 OR 3x4 e l6' a.c- UN.O. 14' MIN STUD LENGTH PER 'IBC SEE Div. 6 SHEET A -I 4X10 BEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE Div. 6 SHEET A -I 4x4 POST (SCAB POST AND BEAM WITH 2x4) ON 90' FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST • BEAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOOTING PER DETAIL 16/0l. SEE DIV. 6 SHEET A -! 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE Div. l SHEET A -1 ELECTRICAL SERvICE: PROVIDE (I) 2 1/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/8'x8 LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY 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. 010022 SHEET A -122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST 245<24'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) "4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/DI 30'X30'XT MAT FOOTING ON SOLID SUBSTRATE W/ (2)'4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/DI. 36'X36'XI2' 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 -1 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 -1 ( FP -21) MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 18' BELOW SURROUNDING GRADE ( FP ) (FP -4) ( FP -5 (FP -6 (FP -1 ) ( FP -9 (FP -to ( FP-11 ) ( FP - l2 ) (FP -13 ) (FP -14) (FP -15 ( FP -11 (FP -18 (FP -19 (FP -20) (FP -22 ) (FP -23) 3' DIAMETER STEEL POST (FP -241 EDGE OF CONCRETE SYMBOLS & LEGEND 0 , #. POINT LOAD FROM ABOVE Q POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN Q v POINT LOAD TRANSFERING DOWN W/ LOADING Q HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOWN WITH SIZE DESIGNATION g,1 VERTICAL TOTE USED RA FL IO SIZE DESIGNATION STxx — HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE inZENZt WALL BELOW NOS: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE PRA4I6G6111tD I PERMIT CENTER z 0 1�1 z TITLE CD CV LO N - iB NO.: 9)08621 ABASE PLN B2000 -060 SHEE A2.1 99086.21 g 1 WIT - a � . 111 PA !NM! I 1 1 :1 4ivite...,11,q,itJT igTivi, )1;11 44"1141Eliirigin ,piltill i F 1 ii: tai s 4# I 1 12li gl t3=1• .1 �g illy it:101/111%41 = 1 l l it l ili : ! I i 11 : !j;1 gds' :q ii 11 L Jia 1 jit ii J §41 I I i tipi 1 ; i` ! 5 s 1 9. II 1 2 laii! 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WIWI NEW PRY STANIN OE 947 C-74 STANDARD NOTES - Caalf7E 'LeClair Ir -0ERECT *WIWI AS REOV - 2r Jar PER AST I i 7-7rxrirOsix7v - S4� wolfram - g 2 4 E War (k/ x IAO COAVREIF BLOOM t-rxrzrrysi.r72) - 44, ffz Af4 RENO* " MVRIN AW 457ALL /EW MV /49.17 /fa ( /XV 071CM7E BMWS 1-rxr112 - r cAr t'a x&4? - a/MAWS PER W D j1725 NZ 4 1 - 10fAtA7 ASS9WY (Yd4 (SEE SD 015 PETAL - DP) CONNE7E110017AT 1. APPM21214A1E LOCATAWS O EAMING U1Z/115 HAW MEV TAND FRaif AVALASZE RECCIPOS AAV &WNW FUR COVif71419WE CON7RAC7DV .9 RE5POKSEILE /TX HERP7C417aV OF LOCAPON 57A7NN AAV FOR LiSCOtOPY OF POSSE7LE ALV/77GWAL 117E/1Z5 NOT SHOW .27 AS 717 AMC DAMAGE OR GICS7UWANCE 1C CCW7RAC7Af? SVALL vTACT Dir 1177-17EY £4i•119 LOCAMW CSWER (1-A90-424-5155) AMP 70 091•577iVCRON. OW Cr MS REPRESENTAME SHALL SE OCNTAC7ED F A U71/7Y WZ/CT EXASIS 2 C?7V7RAC7IN 'WALL NOfffY 1:157R/CT ENCAVE171' A MOWN OF 40 HGVIRS A. I ADVANCE ar ALL ArtZE375 FOR STAXAK 7E371Na OR SISPEC77a14 • WW1RAVDP LS' RESVAGETLE F V1 AT lite OF STAA1Va 4 COVIRAC7CIP SHALL IVRAKSW .571CP DRAMP. FD APAWOVAL WE REWIRED BY LeTAt SPECOICAPONS MC Fa? VAR/AMW RAW Pe A7.GP42 ' LE 5 02V1RAC7E4? SHALL #6'TALL EDISAW9IT AV ACrOliVAACE ifAACFAC1i4!ER3 Mi29141•EAVA710/4 MO #725 5PECOVATION4 ANO QTY 7111r1SEA STAAVAROS • COWRACTIN 51/ALL FURNISH AU ilA7E7ffALS 7 ALL 17147ENVI4IN APE SHALL BE RIME IOV CLASS 5Z Pl.<91-011/ at2IVT CI? MECHANICAL 60W7, CE1E7VT-LAVED (ANSI AZL4,1 EX7EROP Ca41ED CrUL TAR VARAK9i 1167ALLA770N TO BE iv ACCOPDAACE AIAMArACRAVERY RECVMMEAVAlOW ALL F177?. GS SHALL &- CAST RON AAW SHALL COMMPAI 10 APPLICABLE PCS cr AAC9 STAAVARD A21.14 A21.11, 11142 8154 AND A21.5.1 MIN A AliWill1V PRESSIRE RA7MC Or 150 PS' AAV tL % CEA/ENT-LA*72 • ALL CAM" VAL WS 70 BE AIVEZIDE ALL HYMAN'S 70 LE" 411/121171! .g CUT-AS AMP LAC TAPS 719 BE NAZE BY COV7RACICV? MD 00725 SiAgE7PAV1ENDE717, ENG11627? AAV an' Chr PaPEC70? mus•T ar trorrxr 48 MX APS NV A01/AMX 10 CAST NOV AttrOI4NC4C at2IVT MAME OZPAS REWIRED. 14 TAPPAC MMES 9IALL MIAELER CAST i V EF'OXY WATED S1E12, OR R04/AC ssr NON STAMESC S1EEL FLANGE 12 COVIRACIOR /S RESPAKSZW.E FCV? bt ALL E745 PPE IYAES 44 9 2ES FCY? CCUPLINCS 09•VE07101CV CUT-04 AND Uif" TAPS 15 J 1/2 R7OT MANINAll COW' Of ALL N147EMIIMV PAWS 14 LEIEZCPER 70 PAY /D' STAN COLAVTY AND CYTY AWPECOON A72 15 ALL AIE7E7P LOCA77015' 117 BE COCKPDAVAlED MTH 164717? OCS7RZ7 #125 ,24'ERAV1EN=V7. la ALL DIRSTAC FM HYDRANTS AM, MANS 10 Er OPi APIOR 70 CONIENCE3ILVT ac classinicilav 17 NO CHAAIFS ARE 727 BE NADE 1111MXIT TTEN APMOVAL BY 1M 1ID '125 SUPE7017END- ENT 0 R LI67RICT EM211159P AAV 1M 07Y Or RiAlAtA MANX MOWS ENCINETR. 18 RETER TO ND 015 CCM;VTOW AAV STA4CARDS 4M 10 7M CYTY Or 7urst..4 STAAVARO SPEOFICA MI5" ID? ALL RIPS MITES AM, ArTALS APON9E J/4' SERWE LOW ANC TAP CVN1EVOVS FOR EACH EASING ISA7E7? Mr/ER. A/AX1/141/ ALLOWABLE OPEIV TRENCH SHALL BE so art S17CA' POKES SHALL A Lr CO1E711527 WNW ALL AFRO7S PREOPITA770N 22 WNW; PROVO? 021IPAC17ON 4W AICESRAYE CON777a TEST REQUIRED AAV • 7EST REPOR7S .2.61117ED 70 77tr 1:467RICT E7VDAVEIR ALL COIPAC770N lAVDER PAtED AAV TRAFFIC AREAS .91ALL Er SST i/M11 DEII97Y 4/0/707ED PROCIOR PER AS1A1 0-1557 ALL OTHER AREAS 70 ar Oar imArAfilf 11EIts/n 44122,257 PROC7OR 21 ALL VACie4 FIRE HYDRANTS ANO SERWCES D FM &E71 sire 10 Sr AVLILVED AS PART or Au PAW AM) PIANTY 7E37 NO DrCEPROAIS TRAITIC CON7RCE .9YALL BE AV ACCV,WMCE 111771 0'1Y 714411N_A RECKOREAM7V7S 25 ALL PPE AAV APPIAIDIWACES 717 BE 7E37ED 10 W77APV 10 POET Or ANY IXASIECIION P011/15 LAWLESS OT/ER INSE APIWONED BY DIQPIELM COACcrlE Thwtosr moaratc SHALL BE ARNOW AT ALL BEAM 7u 4 VAL kES CV? 077R APPURTENANCES WERE AV7ERNAL AZIPaY RERAN( RE moarrio SHALL BE AV ACZOWAMIr W7?/ SD zas STANDARDS 2Z )?f TESIPIC AAV DIWECRON OF Okr MIER SYSTEM SHALL BE 1117AESSED BY ND #725 ALL RE1/19W27 HYDRAN1S SHALL BE .22AERE9 1Y7 1047Di. am/Cr )'A/?0 BY 714E 00 COVIECT EX 4 If It7 8" IP 2 - 4: 45' 1477 BEMS REZOCA1E EX 4' VAL W" EDGE °F 02%7E • ix ASPHALT \ _4' w Pr asvi* " \-_ - 1 - ex 6 '' Er (ka X FL) 1 - 6 SWF VALIE" REI/OW EX NW AN AW7A1.1 ADA' MVO BE70M9 WALK (Is r RUN) C0NCRE7E 8LOCMINC Y/ 5 CONCRETE ORii/E CONCRETE WALL CONCRETE WALK GYINCRETE STEPS CONCRETE OR/PE REIR7le Et WC 07ANECT EX S' 4 - 12, AV Mil CCOICREW &XING - ifr lee x COWNE7E ROCRAW - MVP PZ x 4 - CAE 19111312 x 07AfaffE7E ROOMS c$1.. 1 - I x FOE AA x 17,) 1 - S G4� Wt? x 1 - 161164Iff ASSEMNY (Mr RUN) CONCRE7E &WOW 1-fxrEE(Wxf1) 1 - GAF *Lir oz x - MOAT ASSEilffr Arr /11/10 MACKE NOCANC - Ar sae pAcx agi CONCR7E BL0001/0 2DDO NORTH ORAPH/C SCALE 0 20 40 1” --- 40' 80 AN ALLEGRE ENTERPRISE \I 1 - AE M 1- :.: L flartiz'Msi r Cit al i x AS, CONOT * -rxr11(b/xR) t‘"‘ 1 - CAE Wile (AZ ' 1 - froneorAszrer(nr Ask COWIE7E 11.08,716 —11 - 225' IVO (MI x ICOVCIE7E ROOMS Ex HYD er. S: 1:3777/ S Liv My —R 0 AC1 7 EDGE OF EX ASPHALT EXPIRES 3-15-00 NERE117 PHONE: 334-5018 SEATTLE PHONE: 743-6140 4 i -rzrUi» iv - (PI • NI - r raw tkr if mil Car4011EY Ar007.‘ 1 .1 z o_ LU asacir Law pArtiffratr ECEIVED PLANNED RESIDENTIAL DEVELOPMENTCOF FOSTERVIEW ESTATES o C 1 PERMIT CENTER DUJARDIN DEVELOPMENT COMPANY Hi 96152.00 3 • lO" A9'YA.T r s'/FR 13117 10' UTILITY' EASEMENT 5" UAL, TY EASEMENT MY 11 5' UnL/TY EASEMENT 5' UAL /TY EASEMENT 5' U TIC/ TY EASEMENT 1 *161 33 3 D EN' TRACT "A" \ ' (7RACT HA TER COURSE - TRACT \ � . WATER COURSE • SOUTHGATE PARK rS1° -9� EX SAN 4/17 /9 - 30 RE 187. /!E 181.6 N. N EDGE OF EX. ASPHAL T SPEC /1'7CA SONS ALL MGM' -9YALL BE Al CairCeAVANCE M►111 MS DOT (API*) STAJ ARD PLANS Ann SPEa r/C4TR KS FOR ROA4 BRILIG4 Ann 4/141K7PAL GOKS Rt C1K1'Il 71Y OF WAWA f ' '/C wars .271ER CAVSIR C'1x% AAW DEi 2CVNIDJVT STANDAAVS Ann YAL (E SE7117? AS1A3CT STAADARD -9°EA19G'A RCM A/AAMs7CiES S►VALL BE 48- AWI:JY D/A41 TOPE 1 MN EVIENIRIC GLA S Di( UAAMEMI 0 iVT Ger 77C AMR ABM 11A< =WE" SNAIL dr 24 Mb= 44a14941V FRAAW Ni' COW?. BAST &WNW SNALL GtV1 +Y A PREFABOCA7ED GLi' O El" QYAM1 EZ My G7 4ER ASS 57.PPI'1 IED PLASTIC' L M ' BY W LA ER L 7D OP EQU ALL MA4MA2ES SJYALL BE QSGIMIIIEZEZ ED 10 PIE CROMN OF DE SE•M RS 1IAE' IMEWT Car AC Af/11ET SEMEN .9VALL BE A AMAVAII/i/ Gir al FFFT MO" 1?h A VOIAIWG AVWE7PT EZEVA1»% ALL MAnM 2.13' SHALL HAW LAGAERS AAV SAFETY S1FPS MI ER PPE SHALL BE PWC, ASIA/ D-XJ4 51W J5 NOTE AS-811/L7 /NFORMA 17ON IS AS OF 9/J0/9.9. MANHOLE LIDS IN PA YEMENT ARE IN A 1P RIM E EV AONS MAY CHANGE AFTER FINAL LAYER OF ASPHALT PA kEMENT HAS BEEN APPLIED. I Wig \ \ \ \ \ ,\ \ \ \\ \ EX SAN MN ,F9 -31 RE 2084 /E 2022 (8" N, See' W) EX. SAN Mk/ #9 -32 RE 2371 If 2301 EX sow NA /r ^ -'2 or Mg 48 1 102W (B dV _f EX ROOTER.' E 1024 (r A'1T N) 421 MD /t8 / Et27EN.1 Ex COW tz4c.L C)- ' NOTE .SSE SY1S C -15 d• C -16 FAR PROR7LES \\ \\ \ \ \ \ \\ \ \ \ EDGE Of Ex ASPHAL !S "ABif�1'A4A146 ' \ , (ABANDOvED,' A4e' Sairy £'1 i \\ . \ \ \\ \.\ is \ � \\ \\ \ 7 e - \\ \•\ \ \. \ \\ \ \\ \ \ • \ \ \ \\ \. \ \ \\ \ \ \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ VEX. 18 ` CMP \ ` \ \ 1 , 6 G \ ` \\ \ V \ SE pRA1L NORTH GRAPHIC SCALE 0 20 40 1 " .• 40' 80 '1t' --1 1!4t2 d.Q AYH No ..2231 MW NQ , 2 9552' 1 2 Ex 12712' 2 J 4 6. 512 4 5 1 942 .3 5 6 1.732' 4 6 7 261x 7 11 10 302' 5 B 1.9 la J52 19 .9 8842 6 9 10 5352 10 1/ 11. 7 /1 12 14 952 12 1J 8.662 B 1,3 14 5 292 9 /4 15 7242 15 18 15 202 10 /6 17 5452 17 15 2 242 11 18 EX 14 462 20 19 75 132 CO (LOT 32) 20 1222 h ( P /PE DATA M'ATE'R COURSE EX SAN MH /10 -31 _ _ -~-R 146.1 -7= .S TREET EX SAN MH /10 - 33 AN A LLEGRE ENTERPRISE EVERETT PHONE: 334 -5018 SEATTLE PHONE: 743 -6140 • MANHQ(r DA TA EDGE OF EX. ASPHAL T "NW? an/ 171.69 159.77 159 35 18141 17.504 17287 171.29 17119 16963 16253 166. 165 72 184 ?3 181.20 17d 717 17042 170.13 '71 27 16372 163 42 15922 (FROM ,4/H 7) 15922 (FROM 41H 10) 158.72 (OUT) 12 157 93 147 90 14745 13 1,5.345 142 14265 14 144 13548 135 15 135 50 131.90 (FROM MH 14) 131. 77 (FROM Mfi' 17) 13141 (OU 16 153 38 146.73 /7 1.O. 135.47 13532 18 120.90 11150 110.95 19 185.09 17563 (FROM MH 20) 175.54 (FROM 4/H 8) 175 14 (OUT) 20 206.18 19758 /E 134.1 (8" /N) IT 1338 (8" OU EX. SAN MH 710 -32 RE 149.86 /E 142.11 (8" W) IF 147.45 (8" S) /E 14735 (8 E) EXPIRES 3 -15 -00 R/W W z F-1 9 LA- r. N -7 X Q Cl N 'O C- N J ••o O o 6 w PLANNED RESIDENTIAL DEVELOPMENT RECEIVED CITY OF TUKVY LA FOSTERVIEW ESTATES 1 2 0 = PERMIT CENTER DUJARDIN ;; DEVELOPMENT COMPANY II1 • CD 9 12SD \ 0 Rfl ' �S(J Bpi\ 5' U17L /TY EASEMENT G • OUAR BLOCKS C9 18 C!9 /8.4 EX. 18" CMP PIPE IN EX. ROADS /OE D /TCH COkERED H /6" OF 2" TO 4" CYJARRY SPALLS 5' 077 Tr : S 8" SO WATER COURSE 42 X29 CIIP ARC SEE CO11 FOR RETA /N /NG WALL. (DRAINAGE SH0H9V HERE FOR CLARITY,/ R /DC /D PERFORATED PIPE �►� SEE WALL DETA /LS ->s:, . L)RA /N O'J1ZET 4T BASE OF WALL OA YL /G71TED /N OL/ARF SPALL SPLASH BLOCKS PP IV/ - LUMINA/RE EX. ROCKERY EX. GUY POPE C WC. WALK GRAVEL OR/ PP W/ BASKE2IALL HOOP EX ROCKERY a'Al2`Z DR /!.F EX CONC. WALL 4' R/DO'D PERFO RA)E0 P /PE CC . ANOU SOUTHGATE PARK 20' PUBLIC UAL /TY/ PEOESIR /AN EASEMENT EDGE A' EX. ASPHALT 5 /OF /L 7RI T/ON Sl1VALE SEED M/X FFsar 2 ME7Gi'1T .t R R1TY .t VArnw "MIKE RUSE' .35 910 AID APPY Y NIS MX7LI E AT A RAFF Ar SO 1,6S/APE IN►7 # A 14 WAL SAS' GIF NIzOiES OF NAME E 71AN7 PLANTS &CH AS dYiL Rs/ (II3 t$ 421114 MINA 4P MINISCARPCO QPJR£ANIc SSW" RSV liZEOCNARS PACCSANSA .20116W SEDGE' (CARE ' T44 UP GASPS AS RE BY 111 GYTY. 04149IE 1LW73' RAW AS CA7TAr (,RNA LAIJRI'/AA REED CANAiRY MASS (P!'tGAL44 6' ARMS/AMU AM PIMPLE LA'ASESAPIFF (cY1fiI MV £.U.C4Rl'Aj) . 'LL NOT EE carp LMER ANY CMii24• STAACMS EDGE OF EA ASPHALT CATG7Y L /NE SPEC /F /CA 77ONS ALL Nt7RK SHALL BE IN CONFORMANCE WITH WS DOT (APWA) STANDARD PLANS AND SPEC/I7CAPO'VS FOR ROAD, BRIDGE AND MUN /C/PAL CONSTRUCTIOV AND CITY OF R AWL.1 STORM DRAINAGE STANDARDS. CATCH BAS NS SHALL BE TYPE 1 UNLESS OTHERWISE NOTED TYPE // CA1L'H BAS/NS 3''A L B£ 54-/NCH DIA. ALL TYPE // CATCH BAS /NS SHALL HAW LADDERS AND SAFETY S1EPS. DRAINAGE PIPE SHALL BE PGY METHYLENE, SMOOTH WALL /N1t7P /OR (N -12 BY ADS OR EQUAL), UNLESS O171£RH9SE NOTED. PVC PIPE SHALL SE AS74/ D -3034, SDR 35 CUP SHALL BE ALUMINUM, 16 6A4/6E. UNLESS OTHERWISE NOTED CATCH BASIN INLETS SHALL BE VANED GRATES WHT,-I THRU -CURB FRAME FOR YERIICAL CURBS (SEE KING COUNTY DWG NO. 2 -017, SHT C -18) OR ROLLED CURB FRAME AND GRATE (SEE KING COUNTY DWG NO 2 - 020 SHT C -I8), AS APPROPR /ATE CURB FRAME AND CRATE (SEE K /NC COUNTY DWC NO. 2 -020, SHT C - 182, AS APPROPR /ATE EDGE OF EX. ASPHAL T (ABANDONED) •I Alegi F w_1 _.9' • EDGE OF EX. ASPHALT 10' AWN)( 1 S WALK/ 1 UT1L/TY EASEMENT 75' PRIVATE SEVER ct DRAINAGE ESNT 12" Sr �► £ANOJ 4 RAppD 1E. RATED APRE AT EDGE OF ACCESS ROAD FOR ORAbVAGE CONIRGL St/RAC:MO WITH HELL LYPA/AbNC RO A' .SEE DE :AA! 6 - 9/EFT C -5 \ CS► 24'x, /E 17143 5' WALK /?JTIL /TY EASEMENT NOTE AS -BU /L T /NFORA/A LION /S AS Of 9/30/99. L /DS AND DRA /NAGE ACCESS L /DS /N PAL/EVENT ,4 iN ATP: R/M ELEVATIONS MAY CHANGE AFTER 11NAL L WI? Gib ASPHALT PA DEMENT HAS BEEN APPL /ED, TRACT "A" NORTH GRAPHIC SCALE 20 40 1" • 40' WATER WORSE 12 "SD CB 4014 CB 3' EAR O EX ASPHAL r (ABANDAVE0,1 AAl>F mg 'atomic L19 S ' 4R( ACCESS I GIP .,Livci S1Rvcnj4(: No' Atia MO M4 rr .SCX.40 :00E4'5 f 18, 184 i' 244 29 29A X 4C 4L2, 42 46 Q7SAvC ROADS/DE GVTC H -,o \\ -z- . \\ C.- \ � \\ '\ \ s \ ' • � \ G , \\ \ \\ \ \\ \ ` \ \ \ \ \\ \\ \` \ \ \ \ \ \ \ CB 46 \ W / L/D \ 1 \ \ \ \ \ , \ \ \ \ \ \ \ \ ■ \ \ \ \ ; \ \ \ \ \ 1 \ ii 1,' 404 `- \ \ \ \ 1 \ 42(TYP //) \146.49 \ ' \ IIET , 43(TYP /1) \ \N0 f \ 44 45 C1AlH\ 46 j ti /E1 .E I4I J1 (12 IYj l el. AR x '14 - -R/H' AN ALLEGRE ENTERPRISE C8 4% 31( ' // 1 31,4 318 31C(TYPE /7) 32 33 34 35 36 37 37A 38 .39 40 8 CAT1 1 RASA' DATA AVOW a LM'' S 1.17TN PLACE 073f75 ARE la FACE Or CZAR WERE CUM ARE PINT.) f$21111 2121181 f1Er 22238 21933 21848 275 9N s) 2/200 210 67 (8 ° S,? 21052 (8 2C4 75 22 70 ; '875,1, 200425 (871)' 18513 18'22 (AZ: 181.13 (12741w) 181.02 ( 1896'9 186 09 0227 174 77 171. (12 Swr 171.66 (127w7 8 174 171.40(8V» 9 17463 1 7 1 . 7 2 1 SE) 10 188 96 183 54 (72 27 11 18010 17579 (12 N'2 17569 (1275E) 12 17930 1754! (1.2".512, '7533 (12 :NW SI ) 13 188.38 18442 (12NM;1 14 18320 176 84 (12 SE NE; 15 17785 17411 (12 NAY) 174.09 (12 SE) 16 17681 17355 (12 NW), 77136 (12 17 174.55 17050 (8 SE) 18 17497 17004 OkERi - L ON' ELEV) 170. LYE (811/10! 157.89(8 SE) 760.67(36 NW Sw, .SE), 160 67(8 01JJT) 18A 17545 16645 (8 SAY? 16595 (12%00) 16065 (36 /i. s , NE,, 160 54(6 Z'1.2 17595 '7324 ( 7 2 N; 'Sro` rF ° SE) 5 74 /12 - 7t/ it; 2 3 4 5 6 7 155.79 X12 152 59 , '2'% 52. .'12 NAY,' 1,38 59 (12 7:E.. ,'43.24 (72"S), 131.44 ":36 NW) 131. , 131.77 (36 SE) 14161 (OVERFLOW ELEV), 13481 (12 NW), 13031 (8" NE OUT) 131.96 (36 SE) (N ACCESS) (M /DDLE ACCESS) (5 ACCESS) 136 2 112 SW, 13672 (12 NE) 188 138 77 12 hr ' '58 77 (12'.SE) 129 7 172 75W '29 74.72 E) 73124 (d - SW' /19 , •12'N'! 119 1 '2 "NE) 22 23 12" Sr 12" SO • 121 73 15280 (12"NE) 151.80 (122 150 0(12 w) 148 5 ('2 EATS17NC) 147. (12 "E, is;' 145 74 (12 /4564 (12"E) 145. (12 "E, ls" 08,335 R/41 173.74 (12"E) 16658 (12"/V), 16631 (12 'W) 16626 17121 168.10 (12 "5) 15597 15737 (121s) 15727 (7227 15269 149 39 (12 SI 745 14 (12 NW) 15267 156 43 (OVERFLOW ELEV) 14093 (8 iVE OUT) 140.82 (35 SE, SW) 153.10 14850 (1275E, 8 iVE) 14145 (36"5119, 141.35 (36 NW) 411 51.7214 8 6 8 (8 ' 'S W) 1 3 9. . 8 5 (122 1 3 5 7 7 (8 13815 ; `5 SW) 138.07(15N) 10626 10316 (12 SW) 103. (15 "SE) 102.91 (15 NW' 22064 21785 (W) 169.71 166.12 (8"511,/) 130.06 128.1,' (15 128 /'8 (1,5 NAY REMOVE 154.90 153.55 156.00 151.62 148 69 150.33 143.45 176.53 0, - - - S.1 - 13777/ SIREET /2 -4142Y at if ??7" (A3A7CH Ex Aw1ERRS) EDGE OF EX. ASPHAL T WA 1£R COURSE R/TV 1 EXPIRES 3 -15 -00 PLANNED RESIDENTIAL DEVELOPMENfir K fl FOSTERVIEW ESTATES PERMIT CENTER DUJARDIN ;; DEVELOPMENT COMPANY EVERETT PHONE: 334 -5011 SEATTLE PHONE: 743-6140 . r , , • L • .. 1/ 0 ' NTS' 1'(FOR FROST) - 3/4' =1-0' 8 -0' SPAN MAX. TYP. DECK CROSS SECTION NOTE: TWO DECKS NOT BE USES FOR ALL CONDITIC045. INSTALL LOWER DECK ON_'_ WEN GRADE REQUIRES 2.6 RA1L NG 2x2 • 5 L2' OC !CIA DST. BTUN NOT TO ExGEED 4' 5/4 x 4 TK GDR DGKYG 2x8 P.T- DBIX J5T AT 16' ATTACH :EDGER w 2 ROWS OF L2' LAG BOLTS AT 16' oc tYP. tit LOOK WANING 4 RJ'1 BOARD PER PLAN 6x10 PT- BEAM ECC66 TC POSTS ABOVE AND BELOW 2x FACIA BOARD (2' GREATER DEPT *HAN JO45/T5) (1) 3 LAG BOLT, AT EACH END 6x6 KNEE BRACE, TYP. 646 P.T. POST •/ C1366 FINISH GRADE (4) •4 BAR ART. H STUB INTO FOOTING 1 4 BAR WRAP • 12' oc. MIN. TOP AND BOTTOM 36'x36'xI0' CONC. PAD •✓ (4) '4 BAR EACH WAY ON SOLID SUBSTRATE FOOTING DEPTH PER GEOTECH ENGINEER -}- X E WM FOOTING DOES NOT SLIDE N THINS CONDITION. FOOTING SPANS 140RizoNTAL_Y. FOOTING DRAIN DETAIL 3/4' =1-0' TOP c BAR Z E d e NOTE: FOOTING DOES CONDITION, FOOT HORIZONTALLY. TOP OF TOP OF SLAB F 2' -6' N.T.S. FOUNDATION DETAIL 06200- 19_TJI p1oTE FOOTING DQES NOT SLIDE N THIS CONDITION, PQOTNG SP HORIZONTALL TOP OF SL43 N.S. FOUNDATION DETAIL 3/4• =T-0' SLIDE N TNIS FOUNDATION DETAIL 3/4' =1'-0• 1 I/2' CLEAR TOP CF J BAR z 5 /8'610' AB. W, 2'Xi'X3/16' 5.Q STEEL PLATE WASHERS • 4' -0' O.C. (Div. 3 SHEET A -I) EXC,:rf AS NOTED ON SHE4 UALL SGF -EDUCE ?' NI{ EMBED. (2).4 BAR • TOP 03300 •• vERT. BAR • 16' OC, FULL HEIGHT OF WALL (DIv 3 SHEET A -I) •4 ART. J BAR • (DIv. 3 5HEET A -1) 0 4 HARZ. BAR • 10' oc (DIv. 3 SHEET A -1) DAMP PROOFING ( DIv 1 ENT Al) TIGHTLNE •4 HORZ. BAR 3'-0' • 10' oc (DIv. 3 SHEET A -1) (5) •4 BAR CONT. (DIv. 3 SHEET A -1) SOLID SUBSTRATE SEE DETAIL 5/P80 FOR FOOTING DRAIN CONSTRUCTION (DIv. 2 SHEET A -1) 5/8'0x10' AB. W/ 2'X1" 6' S.Q STEEL PLATE • 4'-0' O.C. (DIv. 3 SHEET. I) EXCEPT 45 NOTED ONARWALL SCHEDULE 1' EMBED. aP✓ (2) • 1BAR • TOP •4 VERT. BAR • 10' OC, FULL HEIGHT OF WALL (DIv. 3 SHEET A -1) •4vERT. J BAR •5' (DIv. 3 SHEET A -1) '4 HORZ. BAR • 10' oc (DIv. 3 SHEET A -I) DAMP PROOFING ( DIv 1 514T Al) .n *4 HIORZ. BAR 3'-0' • 10' oc \TOP CF FT'G Iv. 3 SHEET A -I) TIGHTLINE (6) '4 woe CCNT. (DIv. 3 SH aT A -U SOLID SUBS SEE DETAIL FOR FOOTING DRAIN TRUCTION (DIv. 2 54-IEET A -I) 5/8'•x10' AL 2'XYX3/16' 5.Q. STEEL 1'L WASHIERS • 4' -0' OC. (DI SHEET A - I) EXCEPT AS Nt ` ON SHEARWALL E 1' MN. EMBED. (2)M BAR •TOP •4 VERT. BAR • 9' OC, FULL HEIGHT OF WALL (DIv. 3 SHEET 4 -1) vERT J BAR GR 60 • 5' oc (DIV. 3 SHEET A -I) •4 HORZ. BAR • 8' oc (DIv. 3 SHEET A -1) DAMP PROOFING ( DIv 1 9HT Al) N\ TIGHTLNE ( 3 SHE S }. -- (8) •4 BAR 40NT (DIv. 3 SHEEt U SOLID SUBSTR4i SEE DETAIL 9/P80 FOOTING DRAIN CONS IAICTION (DIv. 2 SHEET A -I) 09300 -12' L. iTof OF it TOP O< FrG e R -" Q E 0 z z L a X z \ TOP OF HORZ. BAR 4' -0' • 9' oc \ TOP a ET A -U NOTE: SOC. '- J5T BE N z ��PL��A��CyyEEp P�R1 I0 9J. I SACK ALL O FOUNDATION DETAIL 3/4'= P-0' FINISH GRADE TOP OF J BAR NOTE: SAG. MUST BE N 7 PLACE PRIOR TO FULL BAGKFILL a WALL. FINISH GRADE 3/4' =1-0' Top OF SLAB S TOP OF J BAR 3/4'=1' -0' k -1' 8' 8' NTs NOTE: S.O.G. MUST BE IN PLACE PRIOR TO RILL •BACKF LL OF WALL. NOTE: SAG. MUST BE N •Z PLACE PRIOR TO FULL �p 2r BACKFILL OF WALL. 2' - 3' NTS FOUNDATION DETAIL 12' CLEAR I a ' IL FOUNDATION DETAIL •f 10' 1' -10' NTS NTS FOUNDATION DETAIL TiGHTLNE (y) •4 BAR GOVT % (DIV 3 SHEET A -I) vEH1QILAR SURCHARGE 1 1/2' CLEAR w•nlb *a u 2!' STEEL P AAE OL( Dt ✓ A6140'E0 50 1' EPA • 0ER' BAR•7oc,RLLL NALL (Dlv 3 SHEET A - t/ •HVB2T; BAR •6' (Dtv 3 SAE A -') 4' CONS 5L 8 OVER VAPOR DAMP =ROOFING ' Dtv 1 SHT 4J •it .401: BAR • e' oc P-6• O a L.AP , MN,' MN( 3 SHEET A -1/ • 4 -0' DETAIL 9,4.80 FOR ORA24 CONSTRUCTION (D!J'SrsSEEET 4 -• $CL1C 51 85TRATE 5/8'1x10' AB. UL' 2'x2'x3/16' 5Q STEEL PLATE WASHERS • 4' -0' OL. (Div. 3 SHEET A -!) EXCEPT AS NOTED ON SHEARWALL 5G1 -EDUCE ':' MB4. EMBED (2)•4 BAR • Top 1 4 vERT BAR • p' oc, R1L HEIGHT OF WALL (Div. 3 SHEET A -1) 5 '/ERT. J BAR 3860 • 8' oc (DIv. 3 SHEET A -I) DAMP PROOFING ( DIv. 1 SHIT AI) in •4HORZ. BAR •10'oc OVERLAP (MN) (DIv. 3 SHEET A -I) TIG )TLNE •4 HOW_ BAR 2' -0' • I6'oc (DIv. 3 SHEET A -I) .. SEE DETAIL 9/P80 FOR FOOTING DRAIN CONSTRUCTION h`= ' (DIv. 2 SHEET A -I) (6) •4 BAR CONT. (DIv. 3 SHEET 4 -I) SOLID SUBSTRATE 4' CONC. SLAB OvER 4' ROCK OVER vAPOR BARRiOR 5/8'•x10' A.B. 111 2'X2'X3/16' 5.Q STEEL PLATE WASHERS • 4' -0' O.C. (DIv. 3 SHEET A -1) EXCEPT AS NOTED ON SHEARWALL \ SCHEDULE 1' MN. EMBED. (2).4 BAR • TO° •4 VERT. BAR (9' -0' MN) X • 12' oc (DIV. 3 SHEET A -I) 5 VERT. J BAR GR60 • 6' oc (DIv. 3 SHEET A -I) DAMP PROOFING ( DIv. 1 544T Al) •4HORZ. BAR •5' I' -6' OVERLAP (MN) (DIv. 3 SHEET 4 -I) TIGHTLINE 0 4 14ORL. BAR 3' -0' • 12' oc (DIv. 3 SHEET A -I) SEE DETAIL 9.P80 FOR FOOTING DRAIN CONSTRUCTION (DIv. 2 SHEET A - (6)'4 BAR CONT. (DIv. 3 SHEET A -I) SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER vAPOR BARRIOR 03300 -07 _- 5 /8'•x10' A.B. W/ 2'x2'x3/16' SQ. STEEL PLATE WASHERS • 4' -0' O.G. (DIv. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARWALL SCHEDULE 1' MN. EMBED. (2).4 BAR • TOP 1 4 vERT. BAR • 10' oc, RILL HEIGHT OF WALL (DIv. 3 SHEET A -I) 4 5 VERT- J BAR GR60 • 5' oc (DIv. 3 SHEET A -I) •4 HORZ. BAR • 8' oc (DIv. 3 SHEET A -U DAMP PROOFING (DIv 1 54 Al) HOW. 3'-0' BAR • 10' oc (DIv. 3 SHEET A -1) ( l)'4 BAR CONT (DIV. 3 SHEET A -I) SOLID SUBSTRATE 4' CCNC. SLAB OVER 4' ROCK OVER vAPOR BARRIOR 03300-08 ISFEi. GRADE NOTE: FOOTING DO&,NOT SLIDE N THIS CONDITION, FOd1tJG SPANS HORIZONTALLY. ` TOP OF SLAB Z \ TOP OF J BAR E FINI OC ~ OP OF FT' r E up FOUNDATION DETAIL 3/4' =1-o• FOUNDATION DETAIL 3/4' =T-0' E 3/4' =1-0' ' NTS FOUNDATION DETAIL NOTE: FOOTING DOES 'NOT SLIDE N TNI8 CONDITION, FOOTING SPANS HORIZONTALLY. - TOP OF SLAB O 2Oo O - 29 4 f (2) .4 3AR • 'CC SEE DETAIL 5=80 FOR FOOTING DRAIN CANSTR1CToN i Di? 2 SHEET A - 1) TIGHTLII-E VEHICULAR SURCHARGE • • LEAR L'2 •xC" AB 55 STEEL PLATE Ewa ERS • 4: OC 'D'r 3 SHEET 4 - ' , ExceP• As NG•ED Co. `sEARLA _ So4iDuLE r r*t Eta •4 ■•ORiZ. BAR ID' CL, ' -6' CORNER OAP 'DIV 3 SHEET A -I) •4 sERT . BAR b' OC ALTERNATE BENDS (Div 3 SHEE' 4 - TIGHTLNE DA IPPROOF, G (Di V. 1 SHEET SOLID SUBSTRATE (3) •4 BAR CONT- (DI ✓ 3 SHEET 4 -' ) 1(2••x10' AB. W/ 2'X2'x3/16' SQ STEEL PLATE ILL45FERS • 4' -0' OC, (Div. 3 5i-EE- A -1) EXCEPT AS NOTED ON SHEARWALL SGEDULE 1' MIN. EMBED. (2)M BAR •TOP •4 HORIZ. BAR 10' C.C. l' -6' CORNER OvERLAP (D'v. 3 SHEET A -1) 1 4 ART. J BAR 16' OL., ALTERNATE BENDS (Div. 3 SHEET A -1) DAMPPROOFNG (DIv. 1 SHEET A -1) SEE DETAIL 9/P80 FOR FOOTING DRAIN CONSTRUCTION (Dry. 2 SHEET A -I) SOLID SUBSTRATE (3) •4 BAR CCNT. (Clv. 3 SHEET 4 -1) 5 /84x10' AB. W/ 2'X2''x3/16' 2. STEEL °LATE WASHERS -0' O.G. (Div. 3 SHEET A- CENT AS NOTED ON SHE • - +' L SCHEDULE 1' ' a D. (2)•4. --• TOP •4 vERT. BAR • 16' OC, RILL HEIGHT OF WALL (DIv. 3 SHEET A -I) •4 vERT. J BAR • 8'oc (DIv. 3 54-IEET A -I) •4 HORZ BAR • 10' oc (DIV. 3 SHEET A -i) DAPIPPROOFING ( DIv 1 64-IT AI) TIGHTLNE 5) •4 BAR CANT. AT TOE (D . SHEET A -I) (2)•4 BAR • BAR • 12' OC, FULL T OF WALL DIv 3 SHEET A -I) •dvERT. J BAR •6'oc (DIv. 3 SHEET A -U •a HORL BAR • 0' oc (DIv. 3 SHEET A -U - - HORZ. BAR 3'-0'•10' (DIv. 3 SHEET A -I) •4 BAR CONT TOE ET A -I) TRATE PIECE' CITY OF r 1 0 (; PERMIT CENTER 03300 -01 03300 -02 • SOLID TRATE SEE DETAIL ' = FOR FOOTING DRAT • STRI)CTICN (DIv. 2 SHEET A- 5/8'4x10' AB. W) 2'X2'x3/16' 5.Q. STEEL PLATE WASHERS • 4 O.G. (DIv. 3 SHEET A -I) EXC AS NOTED ON SHEARWALL.- . SCHEDULE 1' MIN. 3/4' =1'-0" FO UNDATION DETAIL (3 (DIV SOLID SEE DETAIL FOOTING DRA (DIV. 2 SHEET DAMP PROOFING ( DIv 1 5HT Al) TIGHTL NE 0 FOR STRUCTION 04 =J cc Z> F-- w OO U 00 �> L JW1- CC w 1�iW =o W m o uJ CC zw�v W Z W Irm00 0 > cc Q — TQ U uL cc cL Q a W W F- J � CC LLI Z LU Z (I) Z O Qoo W o0 CC 0 O CC Z QZO - OI- L Q ( I) ( Q Q Z CC d �p0 aj 1Z Q U w aj WwW Z m W O CL w11 Z F-- (5Qa'] CO C) LC) R ▪ _ - . -- ' CD C\I 00 C CO C Li_ \) ° �( — cn _E o 2 L _I (i) 1-11) .... co - A - 5' C: IZIL JOB NO. : TITLE SHEET P8.0 r e I/ ' °L AN '.Aloe 1 ARAGE: `'1AIN: Ill+ I OWER: 16TH' 5A51G 8104 Fx ' 16 1 � - .. ACISJZE55 x_ 39 • \ • \ \`� \\ \ - \ R Q9 4 0 / \ - L = . \ , < ' \ / ✓ / ` N °� xo \ / / / SEWER D.S. • , "`Y�`� �O j ` 1, t'R E NCH bgA , N REQ.L4 IRE D Azr "e SITE PLAN NOTES 1 THE SITE PLAN SHOWS FOUNDATION AND FOOTING OUTLINES. THE FOUNDATION DETAILS NOTED ON THE SITE PLAN SHALL TAKE PRESIDENCE OVER THOSE ON THE BASIC HOUSE PLAN 2 OVERALL SITE TOPOGRAPHY IS SHOWN ON SHEET PL5. a ALL FOOTING DRAINS ARE PER DETAIL 9/P8.0 4. STORM DRAIN - SEE CML SHEET C-8. TIGHTLINE FOR HOME SHALL BE 4' NON - PERFORATED ADS N-12 PROVIDE 4% POSITIVE GRADIANT. TIE TIGHTLINE AND FOOTING DRAIN TOGETHER AT LOWEST POINT IN FOUNDATION. PROVIDE CLEANOUT AT JUNCTION THEN CONTINUE TIGHTUNE TO STORM DRAIN. 5. SANITARY SEWER - SEE CML SHEET C -12 SANITARY SEWER SHALL BE 6' SDR 35 WITH A MINIMUM OF 2% POSITIVE GRADIANT. CLEAN OUTS SHALL BE PER CITY INFRASTRUCTURE STANDARDS. 6. WATER SUPPLY FROM METER TO HOUSE IS 3/4' TYPE K COOPPER WATER METER IS FOGTICHT #1 CONNECT WATER SUPPLY TO WATER METER SETTER SEE CIVIL SHEET C -13. 7. DRIVEWAYS - ALL DRIVEWAYS SHALL BE 4' CONCRETE EXPOSED AGGREGATE OVER 2' OF 5/8' MINUS WASHED ROCK MAXIMUM WIDTH TO BE 20' -0'. MAXIMUM SLOPE ALLOWED IS 15 %. LOTS 2 , 3 , 4 , 5 , 6 , 7 , 8 , 9 , 31, 32 , 33 AND 34 TO HAVE RESIDENTIAL TRENCH DRAIN TIGHTLINDED TO STORM DRAIN. ALL OTHER DRIVES TO HAVE 2% SIDE SLOPE GRADIANT. 8. CONSTRUCTION SEQUENCING AND TEMPRARY EROSION CONTROL DURING FOUNDATION CONSTRUCTION SHALL BE PER SHEETS - PtO , PL1, P12 , P1.3 AND Pt4. 9. EROSION CONTROL AFTER BACKFILL OF FOUNDATION AND BEFORE IMPLEMENTATION OF LANDSCAPING PER LANDSCAPE REQUIREMENTS SHALL BE STRAW PER KC. SURFACE WATER DESIGN MANUAL APPENDIX D. 10. CUT AND FILL CALCULATED FROM SHEET P16. rAif ksttzko Aer Ur -lE�� 2b00 2 94 i he�P rl ^r� have been rr'viewer+ t,v thr• Po'r.,' fir,'_. , ;it ` r colfc .__ -.__. .• ,. C P.05.0t? tO f • '.Li . i or) LI :..'5 J.,. Actor. LANz LTE .I NC s t DQAi Q(4. 1 M CITY TUUK u P ERMIT CENTER .-' f. 40 CO TITLE CB NO.: 98013 DETAIL PLAN SHEET P2.2 Ldr 1 I. LOT TOTAL CUT TOTAL FILL ADJACENT TO LO r WITHIN R.O.W. CUT FILL 0 1 348 33 0 0 02 177 .266 N/A N/A 03 35 37 0 4 04 60 114 N/A N/A 05 N/A N/A N/A 06 N/A N/A N/.4 07 N/A N/A 08 35 81 N/A N/A 09 122 0 N/A N/A 10 37 3 N/A N/A 11 CO 1 N/A N/A 12 N/A N/A N/A 13 193 30 N/A N/A 14 41 150 N/A N/A 15 45 150 N/A N/A 16 45 85 14/A N/A 17 56 36 N/A N/A 18 N/A. N/A 19 N/A N/A 20 N/A N/A 21 N/A N/A 22 N/A N/A 23 N/A N/A 24 25 LOT TOTAL CUT TOTAL FILL ADJACENT TO LOT WITHIN R.O.W. CUT FILL 26 27 28 N/A` N/A 29 N/A N/A 30 N/A F N/A 31 N/A N/A 32 35 81 0 83 33t 38 122 0 66 34 35 37 3 7 35 N/A N/A 36 N/A N/A 37 N/A N/A 38 N/A N/A 39 N/A N/A 40 N/A N/A CUT & FILL CALCJLATIONS (IN CUBIC YARDS) '`-`,12, THESE CALCULATIONS ARE BEING PROVIDED TO THE CITY OF TUKWILLA AS PART OF THE PERMITTING REQUIREMENTS. CUT AND FILL QUANTITIES ARE GIVEN AS TWO SEPERATE NUMBERS FOR THE TOTAL AMOUNT OF CUT AND THE TOTAL AMOUNT FILL ON EACH SITE. EACH CUT AND FILL QJANTITY HAS BEEN CALCULATED TO INCLUDE FOOTINGS. CRAWLSPACES, THE AREA UNDER THE GARAGES, BACKFILL FOR FOUNDATION, AND AROUND SITE WITHIN PROPERTY LINES. CALCULATIONS ARE BASED ON THE DIFFERENCE BETWEEN FINAL GRADES FOR PLAT APPROVAL VS. FINAL GRADES FOR LOT BUILD OUT. LX L/77L/T POLE 'PROPERTY L/NE — TYP ORAcr SOY) 4 - - - -ivisorsurvormrsnmmrm.mmirvariwrimr. 4-- SOUTHGATE PARK 1 ! A4V ati.C4AgriAgaEmri EX 077LITY POLE N 7 I If , VY.4 1 iars 440 Attar ivn EASEact 1 a a a 77L/TY par —i- Ito" Pamir , --- i i I EX 1 i i --- T" ! IOtAs achr 1 PE* SPACE /". ,,.. , I /V Zkel, , ---■ ItAsach rx cove wAii Ex GUY Peer 1 47 . 4711/41 f--.. 1 \ _ a • 1 - 1/ 7 TRACT A t, ( GRADE COMPARISION — .FINAL GRADES FOR PLAT APPROVAL VS. FINitt'GRADES PROPER?) L/NE — TYP (TRACT SLY) • .0/ \ 1\ Ps: irettok_. 44 \ s SON' . LOT BUILD • • A 44 1_ L_ SCALE 1:40 I 0 20 40 6.0 80 - 160 1 UK POLE (4 't 'e 1---J Ne. -- NEW 5 CONC TE STEPS 45Z I NEW 5' ASPH. WALK OCT % 3 SEE SHEET 45.0 FOR 5ITE STEP 11+01;514TION WALK RECEIVED CITY OF TUKOMA F 0 PERMIT CENTER (r) 00 CO Lc" TITLE e NO. 98013 SHEET P1.6 4 \ `, \ * - -- % • 1 ` N TRACT " N, NLaff -*. . . 1 SOUTHGATE PARK EX. UTTUTY �. POLE `. - r. +-- - - - - -- —�— • • 1 15 NAT/1E IECETA 770N BUFFER EX. UT/L /TY POLE 1 1 .( 2 ! 4.5 1/111 /TY POL ?45- 1 Ex ROZWER r j— EX GUY POLE --• .\ TRACT If A» GRADING AND STREET PLAN PER CIVIL FINAL GRADING PLAN SHEET CO3.1 • PROPERTY L /NE - TYP (TRACT BDr) \ '�; : I " EY ;PLAN i ' � L 20 40 —6760 SCALE 1:40 160 ssi 1 TELE TE STEPS E 45Z 1 NEW 5' CONC.. WALK NEW 5" ASPH. WALK e y1 SEE SHEET 450 FOR SITE STEP IAEO{d1ATION r - n • • ODD" 2 fi►� RECEIVED CITY OF TUKWILA PERMIT CENTER co In ` co c0 L o Up 5 co (i) ( x s 0 L� (6 co ,C J z � v O > CO •� ( .1) � C) . q 75 p� rmN TITLE , E3 NO 98013 SHEET P1.5 9 NOTE: 1. FOR EROSION CONTROL - EXISTING SILT FENCE (AS SHOWN ON C -2) TO REMAIN IN PLACE UNTIL PUBLIC WORKS APPROVES REMOVAL. LOT # PHASE PLAN PORCH AREA LOT l LOT 2 LOT 3 , LOT 4 LOT S - i LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 A LOT 16 LOT 17 LOT 18 LOT 19 C LOT 20 1843B 1843A 2119 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2246 2108 2108 MOD'F.D (1) -+ 2108 MOD'F.D (2) 2246 2060 2119 2 4 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 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 D 2119 2060 1568A 1568B 1843A 1843B 1843A 1843B 1843B 1843A 2060 2119 2060 2119 1843B 1843A 1843B 1843A 1843B 5 6 7 8 9 PLXN- USES IN 1568A 1568B 1843A 1843B 2060 2108 2246 2119 LOT # PHASE, PLAN PORCH AREA 2060 LOT 40 D 1843A 10 HOME PLAN MATRIX & SCHEDULE (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) . TRACT "A" /WOW' TY LAZE - /VP (7RAcr av OME DEVELOPMENT PLAN DETAIL' P ASE B ZDD 2 6 i Y r^ 2Q 40 80 160 E:l =40' • RECEIVED CITY OF TUKWILA 0 a nh.1 PERMIT CENTER A 0] m U TITLE JOB NO.: 9801321 SHEET P1.2 LOT 20 r � PHASE A PHASE B PHASE KEY LOT # LOT 1 LOT 2 LOT 3 LOT 4 LOT LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 PHASE PLAN PORCH AREA A A 1843B I X 1843A X 2119 2246 2108 2246 2246 2108 2108 2246 2108 1568A 2246 2108 2108 MOD'F.D (1) 2108 MOD'RD (2) 2246 2060 2119 X X X X 1 2 3 4 2060 i i i i i i i i i i i i i i , , , , NV i- \ � v '1/(1 vv vvvv N./ v v v v v , v „,..:\.,,,,,..:".„,,,,....,,,,,, v\1 v \/ v , ........ N.../ \/ N/ vv�'v .., , ,, N. vvvN.4,_\/ ' � vv NVN " vvvvvv vv�v vvvvvvvvvvv vv ---- - :� - v vvvv vvvvv v v v v v vvvvv v vvv v vvvvv v v v v v \i\v v vvv v Nye vvvv ETOBE E SINGL BASIS, G r r r r r r PHASE C r7.. .,_,.,.. v v . vvv PHASE D vvv TVV VVV r.,.. vvvv• vvvv• ,,,,,.., f \( v LOT # 'PHASE PLAN POR AREA 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 A LOT 34 , LOT 35 LOT 36 { LOT 37 LOT 38 LOT 39 LOT 40 1 C 1568A 1568B 1843A 1843B 2060 2108 2246 2119 6 2119 2060 1568A 1568B 1843A 1843B '1843A 1843B 1843B 1843A 2060 2119 2060 2119 1843B 1843A 1843B 1843A 1843B 1843A (SEE SHEET C -1 FOR STREET ADDRESS OF EACH LOTS) 5 6 7 9 10 HOME PLAN MATRIX &SCHEDUL CONDITION L CONSTRUCTION OF IND FOOTINGS, FOUNDATIO IN ACCORDANCE DEVELOPMENT PLAN. 2. THE HOUSE DEVELOPM AREAS. EACH AREA IS TO CORRESPONDING CONS 3. THE CONSTRUCTION AREAS SH PER THE GEOTECHNICAL REC OF TERRA ASSOCIATES OR ANOTHE ENGINEERING FIRM AS APPROVED BY TH 4. THESE GEOTECHNICAL RECOMMENDATIONS AS PART OF THE SIBMITTAL FOR EACH OF RESIDENCE PERMITS; ON A LOT BY L IN CONSTRUCTION PHASES. S. 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 MITIGA 0 N MEASUIR FOR SOIL STABILITY AND EROSION CONTRO BEFORE AND DURING HOME CONSTURCTION. G GEOTECHNICAL REQUIREMENTS NEEDED TO ALLOW E IMPLEMIN. TATION OF ADJACENT HOME DEYELO WEM CONTR. AREA D. CONSTRUCTION DFSIGN PARAMETERS ON A LOT B LOT BASIS. E. FOR LOTS 21 THROUGH 34, THE UNSUITABLE ' L MATE SHALL BE OVER EXCAVATED DURING CON ' UCTION FOUNDATIONS, FOOTINGS, AND FLOOR SLABS. DTTION THERE WILL IE LIMITED EXCAVATION AND REMOVAL OF ' UNSURE SOIL DURING DRIVEWAY CONSTRUCTION. F. FOR LOTS 35 THROUGH 40, THE SLOPE ON THE 'U (SOUTH END) OF EACH LOT WILL BE FLA LOT DEVELOPMENT OT ACHIEVE AN INCLINATION ACCEPTABLE OPTION 15 TO PROVIDE A CANTIL 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 FAMILY RESIDENCE PERMIT, THESE GEO RECOMMENDATIONS AS WELL AS A LETTER FROM THE ENGINEER THAT CERTIFIES ON A LOT IT LOT BASIS GRO THAT THE HOM FOOTING AND FOUNDA ADDRESSES AND FULFILLS THEIR GEOITCHNICAL RECO 7. DURING CONSTRUCTION, THE GEOTECHNICAL ENGINEE THE IMPLEMENTATION OF THE HOUSE DEVELOPME REPORTS ARE TO BE SUBMITTED TO THE CITY OF TO ADDRESS: PER PORTI N' ED DURI G CO OR ' PORTION' PE PROBLIIMS EIR SIN A LE CHNICAL EOTECHNICAL DINAR ON DESI MENDATIQNSb IS TO OISE VE PLAN. FI D KWILA D' A TEMPORARY EXCAVATION OF CONSTRUCT! 1 AREAS AID i MITIGATION MEASURES. I B. VERIFICATION OF FOOTING, FOUNDATION, R NING WALL AND FLOOR SLAB INSTALLATION METHODS D DRI AY' PLACEMENTS ACCORDING TO GEOTECHNICAL R MEND N8,' C. VERIFICATION OF MCI FILL AND PREPARATION FO CONSTR ON IN ADJACENT HOME DEVELOPMENT CONTTR CTION AR ACCORDING TO GEOTECHNICAL RECOMMENDATI NS, 1 1 B. THE GEOTECHNICAL ENGINEER 15 TO PROVIDE C$RTIFICA11ON ON A LOT BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHHED i IN ACCORDANCE WITH THEIR GEOTECHNICAL RECOMMENDATIONS, 4 TRACT "A" PRVPE RTY LAVE — TrP (TRACT WY) OME DEVELOPMENT PLAN \, 2 DDD 274 KEY PLAN \ 1 0 RAN' 80 E:1 =40' • -------- - -- --- RECEIVED CITY OF TUKWII 1 f 7n : U , 1 F; PERMIT CENTER 160 U (ij TITLE JOB NO 9801321 SHEET P1.0