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HomeMy WebLinkAboutPermit D03-068 - MARSH RESIDENCE - STORM DRAINAGEMARSH RESUDENCE 4724 SOUTH H � W QQ� JU STREET N• W. W= J 1.... N LL W O u Q = d. Z= HO z 1- w EXPIRED • o U N O O 1-- W w • U 3 -15 -04 wZ. NEVER ISSUED D03 -068 Name: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: \applications\pennit application (1-2003) 1/2003 A CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: 41 Z.4 S I L 4 Tenant Name: Property Owners Name: ,,� A 1 AE / S i P - AN 11~ (Vl A j Mailing Address: 1 `. J 3 l} lj " A v J IVY) E5 Company Name: C �: Mailing Address: 1 2 2.4 Applications .y- Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** 1 JDNCo IDn AL-rtsvNi b1/ Mailing Address: SPA-0 1 11 T -L i- E-Mail Address: \ JAMES e %A A ETRC )! C C - O V 1�. IbI A1, r\ Nov 32 " ° Av a Contractor Registration Number: )70 NCC; D17) 2. 01 C I Expiration Date: OI 7CI ki73 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECTOF I CORD must bewet Stain ped,by Architeet:of Record . Age H I'TECTS NICaTN WE-` "T Company Name: tAf � c Mailing Address: I B � 1 b - 142_ ��' ./ E 1, F . YvCOOi N V I LLC- is w.A 0 2_ City t State Zip Contact Person: Day Telephone: ( 4T5 P, - A mV) E -Mail Address: `ENGINEER OF- RECORD: -All plans must be wet stamped by Engineer ofRecord City Day Telephone: E -Mail Address: Fax Number: Page 1 King Co Assessor's Tax No.: 5 3 9 Bcio 41 Suite Number: Floor: New Tenant: [] .... Yes 0 ..No 1VKW City Day Telephone: (tot` 29 to - 00 S TC'Kt,u I L_ r3 vv, c is 1 `P City State Zip Fax Number: ( "LC4:) 211- '6 -`I f CONST12 . C O. ' TL.K4\1iL( - \ City State Day Telephone: (jut,- 244 7 - 04 LA- Fax Number: \NA State State Zip Zip Fax Number: 1 4 12 S 4S Co Zip \applications \permit application (1 -2003) 112003 • atre af'lydt (0f'Iaactor's bid price): $ (15 , PV' Existing Building Valuation: $ Scope of Work (please provide detailed information): r1Chl >i FRIvt l L P- L (- C/,47r/1( Will there be new rack storage? 0... Yes Number of Parking Stalls Provided: Standard: If "yes ", see Handout No. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): k,Zt?'(7 Floor area of principal dwelling: /2.02 Floor area for accessory dwelling: (`� *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: Handicap: Will there be a change in use? ❑...Yes Q'■o If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm ❑...None Other (specify) + - 1 — Page 2 for requirements. Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes 3 .No If "yes ", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: if the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District 0.. Water District #125 (T�. Highline Water District ❑...City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District [l Val Vue Sewer District ❑...City of Renton Sewer District ❑ ...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) Existing Interior • Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC 1" Floor 1 . 2 a, ■l) '. R *, , R-3 2 "0 Floor Y2- 0- `� . . -- ) V 1 . . { ) ices j 3 Floor Floors : thru Basement Accessory Structure* Attached Garage G ^la \ / n ' 7 V + V i2 e5 . 1 ( Detached Garage `Attached Carport Detached Carport Covered Deck. Uncovered Deck \applications \permit application (1 -2003) 112003 • atre af'lydt (0f'Iaactor's bid price): $ (15 , PV' Existing Building Valuation: $ Scope of Work (please provide detailed information): r1Chl >i FRIvt l L P- L (- C/,47r/1( Will there be new rack storage? 0... Yes Number of Parking Stalls Provided: Standard: If "yes ", see Handout No. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): k,Zt?'(7 Floor area of principal dwelling: /2.02 Floor area for accessory dwelling: (`� *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: Handicap: Will there be a change in use? ❑...Yes Q'■o If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm ❑...None Other (specify) + - 1 — Page 2 for requirements. Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes 3 .No If "yes ", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: if the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District 0.. Water District #125 (T�. Highline Water District ❑...City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District [l Val Vue Sewer District ❑...City of Renton Sewer District ❑ ...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) Scope of Work (please provide detailed information): C c ”Q t:, e •r TO x i DTI t.J cr C r \TC t 1? /1 S/ cN 11e�1 Street Use: ❑ .. Street Use Please refer to Public Works Bulletin #1 for fees and estimate sheet. ` La Altering and /or Hauli : Land Altering: `Cut 4 cubic yards j... Fill 40 cubic yards ❑ .. Hauling Drainage: corm Drainage ❑...Flood Control Zone NEt Sewer Information: ,/� ❑ . City of Tukwila Sewer District LFC• vVal Vue Sewer District ❑...City of Renton Sewer District ❑ .. City of Seattle Sewer District ❑ .. Sanitary Side Sewer ❑ .. Sewer Main Extension ❑ .. Private ❑ .. Public Water Information: , � , � j 0 .. City of Tukwila Water District ❑.. Water District # 125 l�l••• Highline Water District 0... City of Renton Water District ❑.. Water Main Extension ❑.. Private ❑...Public 0 .. Water Meter /Exempt: Size(s): ❑ .. Deduct ❑...Water Only ❑ .. Water Meter Permanent #: Size(s): ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons 0 .. Fire Loop /Hydrant (main to vault) #: Size(s): 0 .. Landscaping Irrigation ❑ ., Miscellaneous: Monthly Service Billing to: N.I/N Name: Mailing Address: Water Meter Refund /Billing: Name: Mailing Address: lapplicationa\pcnnit application ( I.2003) 1/2003 Water ... ❑ C 1 / ' A- e- Gic 5.D, LA, 0 . 4 t-Grfau Avii_ 4 Arc..k ALl x. r w ❑...Channelization /Striping .Curb cut/Access /Sidewalk NJN Call before you Dig: 1- 800 - 424 -5555 TC! C' 0N3NE� City Sewer ... ❑ Sewage Treatment ❑ Page 3 TO Day Telephone: Day Telephone: State Fire Line .... ❑ City State Zip Q ' . J %c ; ; . •. ti Zip T,4iw Unit Type: Qty Unit Type: Qty . Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM 'Other Mechanical Equipment 0 -3 HP /100,000 BTU Fumacc> 100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind MECHANICAL;PERMIT; INFO3,.tvIATION 206 -431- 3670 MECHANICAL CONTRACTOR INFORMATION Company Name: K `Tf 1Th Maililt" Address. !"44 it State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Commercial: Y•. >��.. �: {.rte`;: '•u i, yl : �t%t, i s �'Ie.�1 Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ l� Scope of Work (please provide detailed information): Use: Residential: New .... [� Replacement .... ❑ Replacement .... ❑ New ...❑ Fuel Type: Electric EJ Gas ....[ Other: ti • Indicate type of mechanical work being installed and the quantity below: S'SE. PERMIT APPI;ICATION NOTES Applicable to all permits in this application of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed 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 expire 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTEIOR,IZED GENT: ' Print Name: j 1 1-1 t-- S J ' (ti1 /1 12 }-- Signature: Mailing Address: I S 1 / '-/ 7 T /1 t S \applications \permit application (1.2003) 1 /2003 Page 4 12.0 1-k l t3OTC5 ((_, Date: • Z— 2. R ` -1223 Day Telephone: (1,C(c; 2 el ( Q S cl 40- q eq City State Zip Date Application Accepted: Date Application Expires: P Staff lt'dal s: RECEIPT z 4 ._ z CL w 2 Parcel No.: 5379800472 Permit Number: PW03-028 6 D Address: 4724 S 164 ST TUKW Status: PENDING 0 - 0 Suite No: Applied Date: 02/28/2003 u) 0 u) ILI Applicant: MARSH RESIDENCE Issue Date: ui I - J !LL ju 0 Receipt No.: R03-00254 Payment Amount: 452.00 2 ?- g 5 Initials: LAW Payment Date: 02/28/2003 03:44 PM u. < cn m User ID: 1630 Balance: $262.50 - I ° F- ILI i Z 1— l-0 Z I— ILI Lu 2 m D 0 0 O ( -2 Type Method Description Amount CIL ILI u j I Payment Check 5715 952.00 i - T - U. r — 0 Z w co 0 - I 0 D e s cription Account Code Current Pmts Z Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tawila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 JAMES MARSH PW BASE APPLICATION FEE 000/322.100 PW PLAN REVIEW 000/345.830 250.00 202.00 Total: 452.00 Printed: 02-28-2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doe: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 5379800472 4724 S 164 ST TUKW MARSH RESIDENCE R03 -00255 SKS 1165 JAMES MARSH Payment Check PLAN CHECK - RES Description 5715 RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 1,126.42 Payment Date: 02/28/2003 03:47 PM Balance: $1,737.45 Amount 1,126.42 Current Pmts Total: 1,126.42 1,126.42 D03 -068 PENDING 02/28/2003 , O -: . TOTAL _t...:7 •42 Printed: 02 -28 -2003 _ 1_hcsc Qlans hilve hr _n reviewed by the Public o con nrjn c S 3 ttcam rr�n� '59'10" E deed k stanch A eptanc s th) o �$rb� < eed (f nussic s whi 'f n not 2ttthnri7r 1 nC :I dnptec st radi For ordinance?. a responsibilit' or the aclo uacy tf et des t rests totally with he 4esiene:. Additions, d eeiettons or revisions to th se d� rawini;s ter this date will vol thic e nd yi l r' uire a refu.mitta o revised drawi tpr wbsegont approtital. .0 u o a� 1'ina� ant: t »tCI�'`1 Ic'�oi; Datso v L co u 0 W O �� 1 N " p 2 o o o c O E u z ce v L.0 0 30' 30.00' t t Existing is abject to frN161 6pection s ut "ities inspector. 13): 60' 30' So. 40 PA /,V.4d 0 0 0 / i e fee(LovitD r 10' P.S.E. Easeme #20030625002186 ( t ' 70.00'` I —! 150.00' deed N88'42'38 "W talc. N89'59'10 "W N. end wood fence is 0.9' south & 0.3' west of set rebar w /cap lB'S — T PE /5.9e z :›7:•4g? ,o /RE — " /%" lAfTiy— �Ds4.) W. //8 " MBA/, e z % A7 //v, (L. 046 a) 80.00' Lot 1 9.8' New Proposed 20' ingress, egress & utilities easement for the benefit of Lot 1 is to be established with the recording of this short plat. 30'1 NOTE: ` EXPIRES: 4/24/ /2 J 'e 3 Field data for this survey was obtained by .1 1•- -- /S- /8 w O (N o: O N 0 r (V O z C8 E. end chain ► is 0.6' north of set rebar ti Doi - 048 T.L.0440 10' Vol Vue Se Rec. No. corner not set 30' easeme Found 1/'; 0.65' west of set ret CSR R 4' Max Height 1' Min. connect to — - c a t c h basin, or daylight to ditch Outlet Pipe Undisturbed soil Standard Steel Pipe Railing with Welded Joints Hot -Dip Galvanized. Astma 3. Ornamental Iran Handrail may also be permitted with City City Engineer Approval. P poet spacing with slip fit expansion joints. Non -Shrink Grout 4" Diam GaIv Steel SI Min. 16" 12" 12" SEE ABOVE FOR ROCKERY DETAILS No structures, roadways, or parking lots in this area. • 17" 2% 2(or flatter 1( •. •2 / •••• - / City of Tukwila ....... . . ' . ' . ' . '.' . ' . ' . ' . ' . ' . '.' . ' . ' . ' .. • • NOTES: No footings of structures (including other rockeries Free - draining backfill; min.12" wide layer of 2 " -4" quarry spoils adjacent to rockery. Stable cut face in native material 1" diameter washed gravel; min. 6" cover over pipe; min. 2" gravel under pipe. 12" wide. Min. 6" dia. pert. PVC. SDR 35 pipe /MSHTO M278 /ASTM 3034; min. 1% continuous slope to outlet; pipe wroped in filter fabric(Mirofi or equiv.) Place pipe between rocks to avoid weight. VIEW FACING ROCKERY AND OLITLFT PIRF 1. Rock shall be sound and have minimum density of 160 pounds per cubic foot. 2. The long dimension of all rocks shall be placed perpendicular to the wall. Each rock should bear on two rocks in the tier below. 3. Rockeries are erosion - control structures. not retaining walls. Native material must be stable and free- standing in cut face. 4. Improved walking surfaces above and adjacent to rockeries over 30" in height shall be protected by o rail conforming to UBC 1711. 5. Bass rock is 2 -man minimum. (2 man rock • 200 -700 lb 18 " -28") 6. Shop drawing for all roiling must be city approved prior to fabrication. ROCKERY & SIDEWALK WITH SAFETY RAIL DATE: 11/15/96 RS -5 Not to rev.. i t `ue�ei"�. ;�7 ?i n 1'i•?�74tA�1 @S'k +iRiC't7 mL /ARCHITECTS NORTHWEST Architects Northwest, Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 P: 425 - 485 -4900 F: 425 -487 -6585 Toll Free:1- 888- ARCH -100 Email: ANW @ArchitectsNW.com Epp, 1997 UBC LATERAL ANALYSIS FOR PLAN M2400A2F -2 (2x6 Version) City of Tukwila, WASHINGTON To be built by James & Stephanie MA Note: A minor revision was made to the powder room on the main floor. A shower was added, no engineering was affected by this change. Lateral M2400A2F -0 applies to plan M2400A2F -2. 4 33‘- - 06e M'e� lt+i7 > t,' �C ."a�GYi4.trt'.^?t(.q� , �r::ktnaM':�m�us;dr :ar«rCe;m.:vrr as. :7r,��Sifr!M.isb: t6,, :�'. Iltln,.4.+.'s�'Sw��d39;tid' 4 air Check Seismic: V = 0.1964 x (W) w lbs. V in full strength values max V seismic WOAup =( 1404 sf /rf + 1380 sf/ wl + 0 sf / flr )x 10 psf = 27840 lbs : V roof= 5468 lbs. (for rho caic.) W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( W 4 x -x =( 0 sf /rf + 360 sf /rf + 699 sf /rf + 345 sf /rf + 0 sf /rf + 324 sf /rf + 576 sf /rf + 504 sf /rf + 0 sf /rf + 0 sf/ wl + 292 sf/ wl + 738 sf/ wl + 350 sf/ wl + 0 sf/ wl + 296 sf/ wl + 600 sf/ wl + 484 sf/ wl + 0 sf/ wl + 0 sf / fir )x 0 sf / fir )x 0 sf /flr )x 0 sf I flr )x 0 sf / flr )x 0 sf /flr )x 0 sf /flr )x 0 sf I flr )x 0 sf / flr )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 0 lbs : 6520 lbs : 14370 lbs : 6950 lbs : 0 lbs : 6200 lbs : 11760 lbs : 9880 lbs : 0 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2'x -x = V 3 x -x = V 4 x -x = 0 lbs. : 1281 lbs. : 2822 lbs. : 1365 lbs. : 0 lbs. : 1218 lbs. : 2310 lbs. : 1940 lbs. : 0 lbs. : 0 plf 89 plf 202 plf 52 plf 0 plf 66 plf 90 plf 188 plf 0 plf WOAmain= 2390 sf /rf + 3980 sf/ wl + 1154 sf / flr )x 10 psf = 75240 lbs : V total = 14777 lbs. Way -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x=( W 2 x -x =( W 3 x -x =( W 4 x -x =( 273 sf /rf + 649 sf /rf + 834 sf /rf + 634 sf /rf + 0 sf /rf + 539 sf /rf + 892 sf /rf + 959 sf /rf + 0 sf /rf + 260 sf/ wl + 942 sf/ wl + 1850 sf/ wl + 928 sf/ wl + 0 sf/ wl + 917 sf/ wl + 1708 sf/ wl + 1355 sf/ wl + 0 sf/ wl + 0 sf /flr )x 164 sf / flr )x 732 sf / flr )x 258 sf / flr )x 0 sf I flr )x 218 sf / flr )x 531 sf / flr )x 405 sf / flr )x 0 sf / flr )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 5330 lbs : 17550 lbs : 34160 lbs : 18200 lbs : 0 lbs : 16740 lbs : 31310 lbs : 27190 lbs : 0 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2 x -x = V 3 x -x = • V 4 x -x = 1047 lbs. : 3447 lbs. : 6709 lbs. : 3574 lbs. : 0 lbs. : 3288 lbs. : 6149 lbs. : 5340 lbs. : 0 lbs. : 50 plf 304 plf 402 O 102 plf 0 plf 278 plf 280 plf 577 plf 0 plf • • i Lateral Analysis: 1997 UBC AFCH ITECTS NORTHWEST P: Max Ht - upper= 27.0' @ Ridge; :Use P = 15.35 ave psf See sheet 10 for sail areas. page 1 of 11 P: Max Ht -main = 20.0' @ Ridge; :Use P = 13.50 ave psf See sht 4 for Design Criteria. See sht 5 for Shearwall Schedule P: Max Ht- -lower = 15.0' :Use P= 13.22 psf Compute Wind Load x -x, y -y: a y-y, upper= 0.00 ft wx b y -y, upper= 10.00 ft w x c y -y = upper= 19.00 ft w x d y-y = upper= 9.00 ftwx e y-y = upper= 0.00 ftwx 1 x -x = upper= 9.00 ft w x 2 x -x = upper= 18.00 ft w x 3 x -x = upper= 14.00 ft w x 4 x -x = upper= 0.00 ft w x a y -y = b y -y = c y -y = d y -y = e y-y = 1 x -x = 2 x -x = 3 x-x = 4 x -x = main= main= main= main= main= main= main= main= main= 7.00 ft w x 15.00 ft w x 19.00 ftwx 11.00 ftwx 0.00 ft w x 9.00 ft w x 18.00 ft w x 13.00 ft w x 0.00 ftwx 0.00 ft h= 12.50 fth= 12.50 ft h= 12.50 fth= 0.00 ft h= 8.00 ft h= 12.00 fth= 12.00 fth= 0.00 fth= 14.50 fth= 10.50 fth= 9.00 ft h= 9.50 ft h= 0.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 0.00 ft h= 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 0.00 sfx 125.00 sf x 237.50 sf x 112.50 sf x 0.00 sf x 72.00 sf x 216.00 sf x 168.00 sf x 0.00 sf x 101.50 sf x 157.50 sf x 171.00 sf x 104.50 sf x 0.00 sf x 81.00 sf x 162.00 sf x 117.00 sf x 0.00 sf x 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 13.50 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = Plan : M2400A2F -0 Lateral Analysis: Date: 10/30/99 0 lbs 1919 lbs 3646 lbs 1727 lbs O lbs 1105 lbs 3316 lbs 2579 lbs 0 lbs 1370 lbs 4001 lbs 5906 lbs 3108 lbs O lbs 2176 lbs • 5457 lbs 4126 lbs O lbs Total Wind Loads • TWL y -y upper = 7291 lbs TWL x -x upper = 7000 lbs TWL y -y main = 14386 lbs TWL x -x main = 11759 lbs WOODINVILLE, WA 98072 FAX: (425) 487 -6585 ?fl .. r ri r3. "r,t.m:, xrwra.ur„ m ^ ^,J q geM ...:.. ? .i v.+,. ftw t ,t. 1 ....... �`" ....- ,.e.,,n...�Ra�r r4a`)A'X' ^. S, . :�4;VO . i t o-r:iPUT h ?C21�;U 5 ' Y, rsRe Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW e y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 16.33 4.50 0 0.00 tl If shear wall tl sw y -y 14.33 tl If shear wall 54.33 14.00 tl If shear wall 26.00 ti If shear wall 0.00 tl If shear wall 18.50 tl If shear wall tl sw x -x 25.67 tl If shear wall 54.51 10.34 tl If shear wall 0.00 tl If shear wall 14.33 3.00 8.00 6.00 4.50 21.50 0 18.50 3.50 5.33 16.00 9.67 2.67 2.67 5.00 2.75 _ 0 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW e y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 16.33 4.50 20.83 tl If shear wall ti sw y -y 11.33 tl If shear wall 83.83 16.67 tl If shear wall 35.00 tl If shear wall 0.00 tl If shear wall 11.83 tl If shear wall tl sw x -x 22.00 tl If shear wall 43.09 9.26 tl If shear wall 0.00 tl If shear wall 8.33 3.00 16.67 5.50 29.50 0 3.00 3.50 5.33 16.00 6.00 1.88 1.88 2.75 2.75 0 ARCHITECTS NORTHWEST oor: main floor: Compute V x -x max. and V y -y max. location upper floor: a y-y = b y -y = c y -y = d y -y = e y-y = 1 x -x = 2 x -x = 3 x -x = main floor: a y -y = b y -y = C y -y = d y-y = e y-y = 1 x -x = 2 x -x = 3 x -x = upper floor: Sum SW cap y -y = Sum SW cap x -x = main floor: Sum SW cap y -y = Sum SW cap x -x = V wind Verify Capacity of Designed Shearwalls: 54.33 If x 54.51 If x 83.83 If x 43.09 If x 198 plf + 198 plf + 304 plf + 350 plf + 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 r ntn Date: 10/30/99 Compute sum of Shear - Resisting Walls & Compute V x -x, V y -y V seismic /1.4 V max #'s / length plf governing force SW# plf SW # plf 0 lbs 0 lbs 0 #'s /I = 0 plf wind Use SW #: not applicable 1919 lbs 915 lbs 1919 #'s/1= 134 plf wind Use SW #: P1 -6(198pIf) 3646 lbs 2016 lbs 3646 #'s/1= 260 plf wind Use SW #: P1.4(304p1f) 1727 lbs 975 lbs 1727 #'s /I = 66 plf wind Use SW #: P1- 6(198p1f) 0 lbs 0 lbs 0 #'s/I = 0 plf wind Use SW #: not used 1105 lbs 870 lbs 1105 #'s /I = 60 plf wind Use SW #: P1- 6(198p1f) 3316 lbs 1650 lbs 3316 #'s/I = 129 plf wind Use SW #: P1 -6(198p1f) 2579 lbs 1386 lbs 2579 #'s/l = 249 plf wind Use SW #: P1- 4(304p1f) 1370 lbs 748 lbs 1370 #'s/I = 66 plf wind Use SW #: P1- 6(198p1f) 4001 lbs 2462 lbs 4001 #'s/I = 353 plf wind Use SW #: P1-3(389p1f) 5906 lbs 4792 lbs 5906 #'s/l = 354 plf wind Use SW #: P1-3(389p1f) 3108 lbs 2553 lbs 3108 #'s/I = 89 plf wind Use SW #: P1- 6(198p1f) 0 lbs 0 lbs 0 #'s/1= 0 plf wind Use SW #: not used 2176 lbs 2348 lbs 234.8 #'s/I = 199 plf seismic Use SW #: P1- 4(304p1f) 5457 lbs 4392 lbs 5457 #'s/1= 248 plf wind Use SW #: P1- 4(304p1f) 4126 lbs 3814 lbs 4126 #'s/I = 446 plf wind Use SW #: P1- 2(516p1f) 0.00 If x 100 plf = 0.00 If x 100 plf = 0.00 If x 198 plf = 0.00 If x 198 plf = Plan : M2400A2F-0 10758 lbs > 7291 10793 lbs > 7000 25485 lbs > 14386 15082 lbs > 11759 page 2 of 11 F.O.S. = F.O.S. = F.O.S. = F.O.S. = Redundancy Factor Check: Vmax for "p = 1" Vmax = (2)xVt / sgrt A A= 1360 sq ft Vmax = 801.4 Since 801 plf > full seismic of 567plf at main 3 x -x, no added redundany factor required. Horizontal Diaphragm Shear: Roof diaphragm: b y -y: 1919# / 14.33 ft of top plate = 134p1f< 140plf. OK Use full ht studs under scissor truss. Roof diaphragm: c y -y: 3646# / 140plf max = 26ft. Design truss for added 3634# lateral load. Use continuous solid blocking SW to truss. Roof diaphragm: 2 x -x: 3316# I 140plf = Use 24ft of sheathed wall to deck between trusses, per Det #5. (Or design truss bracing for 3316# lateral load) Roof diaphragm: 3 x -x: 2579# / 140plf = Use sheathed gable truss to deck, per Det #4. Upper floor diaphragm: b y -y: (4001# - 1919#) / 14ft of continous top plate = 149p1f < 177p1f OK. Upper floor diaphragm: c y -y: (5906# - 3646#) / 20ft of continous top plate = 113plf < 177plf OK. Main floor roof diaphragm: d y -y: Use details # 9 and #10 for tranfser from SW above to roof deck. 89p1f < 140plf OK. General: Use P1 -6 sheathing at gables and gable end trusses continuous with sheathing below. 1.48 : 1, OK. 1.54 : 1, OK. 1.77: OK. 1.28 : 1, OK. WOODINVILLE, WA 98072 FAX: (425) 487 -6585 ARCHITECTS NORTHWEST Check Overturning for Holdown Selection Uplift = [(ht x pit x width) - (2/3 D.L.x 1/2 width)) / width Note: No roof dead load used to resist shearwall overturning, It Is considered equal to any uplift force from wind. Location width upper floor: b y -y = 14.33 c y -y = 8.00 6.00 d y -y = 4.50 21.50 1 x -x = 18.50 2 x -x = 9.67 16.00 3 x -x = 2.67 2.67 5.00 main floor: a y -y = 16.33 4.50 by -y= 8.33 3.00 c y -y = 16.76 d y -y = 5.50 29.50 2.75 2.75 V pit 134 plf x 260 pif x 260 plf x 66 plf x 66 pif x 60 plf x 129 plf x 129 pif x 249 plf x 249 pif x 249 plf x 66 plf x 66 plf x 353 plf x 353 plf x 354 plf x 89 plf x 89 plf x 446 pif x 446 plf x ht. 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 Date: 10/30/99 Plan : M2400A2F-O M / width 1082 lbs - 2105 lbs - 2105 lbs - 537 lbs - 537 lbs - 483 lbs - 1044 lbs - 1044 lbs - 2016 lbs - 2016 lbs - 2016 lbs - DL /If 8.083 ft. h. = 3601 lbs - 220 lbs =. 8.083 ft. h. = 3601 lbs - 220 lbs = Uplift ' page 3 of 11 Holdowns selected 80 lbs = 704 lbs. Use : H6 w/ ( 16 ) 8d nails 80 lbs = 1894 lbs. Use : CS16 -46 U -strap w/ (28)10d nails 80 lbs = 1946 lbs. Use : MST48 w/ (34) 16d nails 80 lbs = 418 lbs. Use : scheduled nailing 80 lbs = -31 lbs. Use : scheduled nailing 80 lbs = -6 lbs. Use : scheduled nailing 80 lbs = 789 lbs. Use : CS16 strap -361 w/(18)10d nails 80 lbs = 622 lbs. Use : H6 w/ ( 16 ) 8d nails 80 lbs = 1945 lbs. Use : MST48 w/ (34) 16d nails 80 lbs = 1945 lbs. Use : MST48 w/ (34) 16d nails 80 lbs = 1884 lbs. Use : MST48 w/ (34) 16d nails 11.500 ft. h. = 756 lbs - 100 lbs = 218 lbs. Use : 5/8" AB wfin 12" of panel edge 11.500 ft. h. = 756 lbs - 100 lbs = 608 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 8.083 ft. h. = 2854 lbs - 160 lbs = 2414 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 8" edge dis 8.083 ft. h. = 2854 lbs - 160 lbs = 2696 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge 8.083 ft. h. = 2864 lbs - 160 lbs = 1979 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 8.083 ft. h. = 718 lbs - 80 lbs = 573 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 9.000 ft. h. = 799 lbs - 90 lbs = -77 lbs. Use : 5/8" AB wM 12" of panel edge 1 x -x = 3.00 199 plf x 8.083 ft. h. = 1605 lbs - 160 lbs = 1446 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 3.50 199 plf x 8.083 ft. h. = 1605 lbs - 160 lbs = 1420 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 5.33 199 plf x 8.083 ft. h. = 1605 lbs - 100 lbs = 1429 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 2 x -x = 16.00 248 plf x 8.083 ft. h. = 2005 lbs - 170 lbs = 1107 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 6.00 248 plf x 8.083 ft. h. = 2005 lbs - 170 lbs = 1668 lbs. Use : MST48 w/ (34) 16d nails 3 x -x = 1.88 446 plf x 6.500 ft. h. = 2896 lbs - 65 lbs = 2856 lbs. Use : STHD14 w/ (38) 16d sinkers, 1 1/2" edge di 1.88 446 plf x 6.500 ft. h. = 2896 lbs - 65 lbs = 2856 lbs. Use : STHD14 w/ (38) 16d sinkers, 1 1/2" edge di Notice: concrete curb raised to achieve 3.5 to 1.0 slenderness ratio at garage door side panels. 3402 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge 3402 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge Holdown and Shearwail Summary Use ( 13 ) STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. Use ( 6 ) STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. Use ( 2 ) CS16 strap -36 "I w/(18)10d nails Use ( 2 ) CS16 strap -46 "I w/ (28)10d nails Use (11 ) MST48 w/ (34) 16d nails Use ( 2 ) H6 w/ (16) 8d nails Shearwalls, plate nailing and anchor bolts per schedule - as indicated. Use (1 ) STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. Use ( 4 ) STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. WOODINVILLE, WA 98072 FAX: (425) 487 -6585 KS.!iW7 F'u!!J'k'hn S"- f47g1S" I. K`." C '.MfiVM'�.mwm.M'�;ov�.+MCr!nemr w. .ft .o ARCHITECTS NORTHWEST Design criteria per 1997 Uniform Building Code: 80 mph / exposure "B" Wind per Section 1615: Design Wind Pressure: . P= CexCgxQsxlw Ce= Exposure Factor; Cq= Method Factor; Qs =Wind Stagnation pressure; Iw= Importance Factor Site/,Project Specific Values: Ce = 0.62 (Exposure B < 15' H); Cq = 1.3 (Projected Area Method per section 1621.3) Qs = 16.4 (Basic Wind Speed = 80 mph); Iw = 1.0 (Standard Structure Importance) Calculated Wind Pressures at Prescribed Building Heights: P = 13.22 psf < 15'H; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H Earthquake per Section 1626: Base Shear: V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q R = Rotation value from Table 16N ; W = Total Seismic Dead Load Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) Site/ Project Specific Values: Seismic Zone 3; Soil Type Sd; Ca = 3.6: R for wood structural panels =5.5 (plywood shearwalls) R for all other structural panels = 4.5 (gypsum shearwalls) V(plywd) = 0.1964W; V(gwb) = 0.2400W Redundancy Factor: p (Equation 30 -3) combined with r max equation (Section 1630.1.1) creates a design condition to attempt to keep p = 1 or less. Vmax is determined to verify if additonal redundancy factor (p) is needed. (Vmax = 2(Vw)/sqrt A) Standard Design Information (Unless noted otherwise on Plans): Lumber grade: HF #2 or better, HF #3 @ studs Glue -Lam beams: UBC Combination 24f -V4 Horizontal roof sheathing: 1/2" CDX -- 7/16" OSB w/ 8d @ 6" oc at edges (140plf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: 3/4" T&G CDX plywd w/ 10d @ 6" oc at edges (177plf allowable diaphragm shear w/o blocking) Shear walls: See shear wall schedule: Note: gwb shear wall capacities are halved when resisting seismic forces. Anchor Bolts: 5/8" dia x 10 "L © 48" oc, typical, unless noted otherwise. A307 or btr w/ 7" min. embedment. 18915 - 142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 • JUb CALCULATED BY •% V -• vv• - -I DATE L O ` ga ! 1 2 4 SHEET NO. 4 OF 1 Exposure B 80mph W000INVILLE, WA 980 FAX: (425) 487 -65 SHEAR WALL SCHEDULE (see 1997 UBC tables 23- II -I -1, & 23- 11 -1 -2) P1-6 v = 198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails © 6" o.c. Anchorage: 16 d nails @ 5" o.c. OR 5/8" AB @ 48" o.c. to conc. ' P1-4 v = 304 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. Anchorage: 16 d nails@ 4" o.c. OR 5/8" AB @ 36" o.c. to conc. P1 -3 v = 389 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 3" o.c. Anchorage: 318 "x5" lag screws at 12 "o.c.,or 5/8" AB c 30" o.c. to conc. Use min. 3" nom. Studs @ adjoining panel edges. P1 -2 _ v= 516 plf _ 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 3/8 "x5" lag screws © 9 "o.c. ,or 5/8" AB @ 24" o.c. to conc. Use min. 3" nom. Sills and studs c adjoining panel edges. 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails @ 4" o.c. Anchorage: 3/8 "x5" lag screws © 8" o.c. or 5/8" AB @ 18" o.c. to conc. Use min. 3" nom.Sills and studs @ adjoining panel edges. P2-4 v = 608 plf P2 -3 v = 778 plf 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws @ 7" o.c. or 5/8" AB @ 12" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel edges. 1. The shear values in this table are based upon the use of 8d, pneumatically driven nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. - 2. Nail spacing is for all panel edges. Block all panel edges. 3. Spacing of nails along intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXP1 /EXP2/EXT or C- C /C- D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. ARCHITECTS NORTHWEST updated 7/30/98 STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. STHD14 w/ (38) 16d sinkers, 1 12" edge dist. HPAHD22 w/ (12) 16d nails, 1 12" edge dist. HPAHD22 w/ (16) 16d nails, 1 12" edge dist. HPAHD22.w/ (19) 16d nails, >8" edge dist. 5/8" AB w /in 12" of panel edge CS16 strap -36 "i w/(18)10d nails CS16 strap -461 w/ (28)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails HD10A w17 /8" SSTB28 A.B.w/ (4) 7/8" bolts HD8A w/ 7/8" SSTB28 A.B. w/ (3) 7/8" bolts HD5A w/ SSTB20 AB w/ (2) 5/8" bolts HTT22 w/ SSTB -20 A.B.w/ (32) 10d nails. A35 F.A. w/ (12) 8d nails 18915 - 142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 HOLDOWN SCHEDULE JOB he rl. 4 00 f V j-4- • J CALCULATED BY DATE I M3 b ( ? SHEET NO. # listed for. 1/97 Simpson Strong -Tie cat. # 2745# 2575V6 2745# 2575# 4430# 4220#©6 4430# 4220# 1564#{© 2240# l8 "curb 2607#©6 500# 1353# •1650# 1850# 2945# 4415# 5150# 7523# 5301# 3038# 4085# 450# .. . "c. "c. • hem -fir table hem -fir table hem -fir table hem -fir table nails added for hem fir (16) nails max at rim joist nails added for hem fir. nails added for hem fir nails added for hem fir hem -fir table hem -fir table hem -fir table hem -fir table value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir s of 11 W00DINVILLE, WA 9807: FAX: (425) 487 -658' raw Anw 4 1. SQ.!: IAL SKYLI6M TRUSS 4 ' -c TAIL TI.R.AL SABLE ENO 4-0 TAIL qc ARCHITECTS NORTHWEST e 4 4 U.N.O 0 AO' 1,6 lc IAL GA131 SCISSOR TRUSS STUB enc..IAL SCISSOR ftzu. S7U9 SP7XIAL sc.issoft V.S. SCISSOR 6IR0& TRUSS R. • •-II MAIN FLOG . 18915 - 142nd AVE. NE. / SUITE 100 ;#11MENagatligamsi JOB CALCULATED BY DATE tO (la ABLEs U 4 0 L0 j 13 0 5 I 6• RAK.L.' ttel 246Di1/42...F -0 Ui 1 3744.0f VeN tI t RMYils; (cm a if . TY {Z.06 F rtZ.Vv.1 SHEET NO OF I ( EC .M U A8V. MAIN FLOOR 0 71--4r' h! 7.0. El MAIN F —FE • MAIN WOODINVILLE, WA 9807 FAX: 2O61487-658 1 ARCHITECTS N�RTHWEST 1 W 1 8915-142nd AVE. N.E. 1 SUITE 100 JOB DATE 24aoA2F- o CALCULATED BY 0 ?Pen_ FAR- O / 7 0'R? SHEET NO OF 1 (+ t) 9 �'• NJ 96'x60' LINE_ OF ROOF 9 =0W LINES OF riAL_' 9ELON l'SE FULL HEI6HT STU175 • I NILE LLB R. 1 O. SINK vTo , UTIL = (3),Arr e O � VINYL ; M(fi ���[[[111 I��I - Ir10L ■-cu FAN O L'E INT°GRAT°_ i YV ECRGEO AIR SYSTEM W ALTO TIMER l ANUAVOVERRIOE N— <°:° SK =1G-T I IN/ LAM. GLA. II SEDRM 2 CARPET LINE OF ∎NAL L WDDDINVILLE, WA 98072 ,A 487-658E LII(E OF 4,412 UP 14 ?•TR= 2) 2x WAL L5 PREP. ISLA • 36' A. .. 3 ' -6' 2' -6' • DBL. J5T5 Ib-x24• , .,.� 4 . -0 . I 4 . -G • PROVIDE (2) 2 SIESMIG STRA MH TO WALL DBL. JOTS. \ • DEN GARDE- 2x10 F.J. • 16' O C. ART NICHE •- 36' A.F.F. tee. a C. 6' PIA. FRES.. AIR DUCT W/ DANDER SOFc DOWN TO -- 9 4 BO rn OF JOISTS K n • :.diwi.k7i °• "r.:L�,.. Y° Iy • E.1 L \1'' '., �Y 12'- 0 -c' 10 NOOK arc 2x10F...• DEL. ...STS DIRECT VEN INSTALL_ IN/ 20' FlID GOMElJ TI SL. J5T5. DBL... 3 1 /0'x 15' 619. 2 -V4 UPSET INTO rAL... ABV. 91 2x10 F.J. • 16' OG 411 . _ - (3) 2 °-O P IG .'RE I I SIL_ • b' -1I' AMP bx6 NON- STRJCTURAL {J= POST_ OVER 6' M .^.E 0 HALF A;: • 42 . w M §11: iN I' W 0 IIiUl LINE CF'NT.— . VAULT 234 5' • "N6 -4ALF MAL . • 36 .NSSING AIRS tet ) F. SOT. o i3' -0' A.M.F. - 1 I I. OPEN O ASV FO ER 1 ` � 0 tiDW• ler =..AND RAIL e I I 3 ABY. NOSlN6 "I =LOORI ABV 4x1 DF. �50FFIT DOWN uu11 BOT. OF °EEAM •III W.' 4 ?Ial = .OV'D Qlf •12 J1�11 N II ti•I 4• GONG. • I w <! 2x6 G.J. • 24' O.G. A h n sti 4 T W ARCHITECTS NORTHWEST 11=1••••■■•••=11> CS I PATI 0 ti t,• fit* n PA 6 . JOB I 1.400 A sr-0 CALCULATED BY Al P DATE 0130 1/? SHEET NO. OF I( 5 • • • 2'-6' _ -(2' 0 (2) ST dloRJ (LB)11.1 NIT LIGHTY'IEIGxT 18915 - 142nd AVE. N.E. / SUITE 100 W000INVILLE, WA 98072 FAX: (206] 487 -658E 0' AID? SOF.IT rc1-4i 'J' I ( 3 0 1101 y J I { J ARCHITECTS NORTHWEST h — S `I r 18915 - 142nd AVE. N.E. / SUITE 100 • SOB yV 2400 A, 2 F - 0 CALCULATED BY DATE 161%0119 (2) cr}{osoa , T, VENT, I ATE PLOOR AEY B ON GRADE G. OVER BLAGKJ J3 OVER Ii1LAR FIL_ 4 • TO O N. OCORS TURN OOYIN °LAB INTO FCCTIN6 11 ' A . -e SHEET NO. OF iI 3 W00DINVILLE, WA 98072 FAX: (206) 487-6585 0.C'[YFa�itd �71NiC'�k!$' V•!' YiC4:• tJ•rino2anarMSnr�.wvne:n».w.i+n r..;orw,sw...uu n «u. `1.00e ARCHITECTS NORTHWEST —PATIO SLAB 2x6 BRAOK57 5/4x6 WINCOYI 'RIM JOB CALCULATED BY DATE 1 0130 !49 rh 2.44ot4,2F -0 t- 6' :XPOS°_O LAP 5171., 3 (1 -Adsz • 2.--1‘.c.1 e ue WC- _ Ls. /C ?4° 5<Y :6..r et LAM. 6LA55 56' HIG++ P - RAIL W dxd °�GKF s : ^• n i. SAO, Alex? SHEET NO 1 QF O 2x6 (2) f P05 2x F 2x6 HAL L16, EN5NT 5' ...CV LISe (1, o . W00DINVILLE, W/- 9207 z Hz r e 1LJ � O 0 • LU LU • 1L. c W 0 u c a w Z = � Z I- w 0 o U co O — O F- LU uj ~ — •• W Z U = 0 Z TYPICAL END CONDITIONS • � .,, 1 A . I • . . r �x m_ SIMILAR ` .� - • • • • • : • • • ` NAILED PORTION yp l 4 8rd0n COR \ MST37 W/ (24) 16d nails 1850# • MST48 w/ (34) 16d nails 2945# ' MST60 w/ (48) 16d nails 4415# Typical STHDI4RJ MST72 w/ (56) 16d nails 5150# Rim Joist Installation 1,, N. I I e e LENGTH C GTM - �- , o•e, Ii ° ° ONE 14 • ° REBAR IN � • • �� ` "' ° • SHEAR CONE L EAH • ° 12' MIN. Typical CS SPAN -• s o REHAA LENGTH Installation as a Floor -to- Floor Tie • i Typical HD5A , Holdown \ ; i i ' . \ • • I Installation with ��r• -• 30' "' -' '' • • ' ENO N . SSTB anchor bolt. [' i MIN. REBAR 1, , • r LOG. Washers are not required \ LENG �, •, . - v'' . -:v Provide m n at the base. • J ti i ' • 0' . , end disuna Equal number o1� • v Specified nails In each end l HD10A w/7/8" SSTB28 A.B.w/ (4) 7/8" bolts Typical STHD CS16 strap-361 w /(18)10d nails 1353# HDSA w/ 7/8 "'SSTB28 A,B. w/ (3) 7/8" bolts Corner Installation CS16 strap -46"I w/ (28)10d nails 1650# HD5A w/ SSTB20 AB w/ (2) 5/8" bolts with 3 -2x studs SIM PSON STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. 2745#@8 "c. • 2575#@6 "c. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# 2575# STHD14RJ Strong'"'-e 11 STHD14 CONNECTORS w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# @8 "c. 4220#@6 "c. w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# 4220# NOTE: ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, Form T- HEMFIR -2 11/97 exp 1/99, OR CATALOG C -98. VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. • ARCHITECTS NORTHWEST 1 8915-142nd AVE. N.E. / SUITE 100 PHONE: 425 485 -4900 JOB NI. 240-0A2 —O CALCULATED BY DATE (3a 199 SHEET NO. U nF < t. W00DINVILLE, WA 98072 FAX: (425] 487 -6585 8d e6 "0 S!-CATr 'R ?�5 FOR. P1-6 IOd "0.. ARCHITECTS 'NORTHWEST DETAIL A DETAIL A SIM. LATERAL DETAIL 4 Sr=�AR KN. PAL PLAN 8d NAILS 6 6" O.G. T HR0U6 4 SH A T riIN5 INTO L.'R ROOF FRAMING PLAN SLOB= iiANSER bd660.G. Si-EA TH TR )SS FR P� -b PROVIDE INT_ERKI FRAMIIVS AS RECQUIR= � ABS 6 24" O.G. IOd C 4" O.G. 2x AS R IUR� S-1=-AR WALL (S�= FLANS) .LATERAL DETAIL 10 JOB NOT TO SGA__ I LATERAL DETAIL 5 2x FIRE 5LOCKIN6 (2) I6d NAILS 6 EACH STUD 2x 3LOCKIN6 3E Y0EN STLJ S 2x LEDGER (ONE SIB LARSER THAN FRAMING KT- 15ER,), OR SOLID 5LK6 NOT TO SCALE CAI_CUL.+T =n aY DATE l 1 199 2x4. 3LOGKIN6 MALL TO MATCH /v\ Q400A2'F -O RIFF-= 2x4 ELOGKIN5 I6d ®6 " U.N.O. SHEAR.' NALL (...c7 FLANS) Ib:; a 6" 0 -`'PIGAL ROOF DIAPHRAGM I I N II DOr °= .MST SHEET NO I A c r: lk I : LATERAL_ DETAIL 17 Sd ® 6" O.G. U.N.O. 8d ® 6" C.G. U.N.O. P PLAN I;II liki I ! FR-A3RIGATJ TR .SS m 2 O.G. Ste° PLAN NO 70 SCALE !3) Ibd 6 ...0IST 1 � IAP'.-nR' u —:.ex SJIO EL KJIw c 5- AR R07 TO SCALE JJ ODII'JVI! ' J J1- r J..... ►r 1. • •�.�.,� ;ARCHITECTS NORTHWEST (4) I6d INTO BLOCKING IOd ® 6" O.G. PER PLAN I6d• "O.0. SHEAR NALL PER PLAN TYPICAL ROOF DIAPHRAGM LATERAL DETAIL II 2x SOLID BLOCKING LATERAL DETAIL 8 ROOF FRAMING MEMBERS PER PLAN 2x6 SOLID BLOCKING, • 48" O.G. (3) Ibd TO BLOCKING EACH END TYP. NOT TO SCALE SHEAR NALL PER PLAN DATE (2) I6d ®6" D G U.N.O. S"'"' VICAR WALL SCHEDULE FOR NAILING PATTERN SHEAR NALL PER PLAN NOT TO SCALE JOB f'n 24 o c) M E- 0 CALCULATED BY to(3oI99 SHEET NO I I f3 OF 11. SHEAR NALL PER PLAN Bid NAILS • •6" O.C. THROUGH SHEATHING INTO FRAMING •EM5BR ROOF 5I- EATHIN& (ROOF FRAMING l'-e113-'=R PER PLAN LAT#RAL veTAIL q 4' -O" MA,W (2) Ibd ® 12" O.G. MAX. ® SPLICE 2x STUDS PER PLAN 16" O.G. TYPICAL LATERAL DETAIL 18 . FIRE BLOCKING 2x BLK6 B_TN�N STUDS (2) Ibd NAILS • EACH STUD NOT TO SCAL. NOT TO SCALE W00DINVILLE, WA 98072 z ' W e 2 JU 00 .0 J F-- W WO LL. LO a IW - _ Z � 1- O Z I- LL! W U O N O W H u' O W U= 0 Z Uniformly Loaded Floor Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 BEAM OVER NOOK Project: 2400A2F - Location: Summary: 5.50 INx9.50INx10.OFT / Section Adequate By: 70.5% Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: • Dead Load: Total Load: Bearing Length Regd.: Beam Data: Span: Maximum Unbraced Span: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Floor Loading: Floor Dead Load: Side One: Floor Live Load: Tributary Load Span(Side One): Side Two: Floor Live Load: Tributary Load Span(Side Two): Live Load Duration Factor: Wall Load: Average Uniform Live Load: Beam Loading: Beam Total Live Load: Beam Self Weight: Beam Total Dead Load: Total Maximum Load: Controlling Total Design Load: Properties For: #1- DOUGLAS FIR -LARCH Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Sreq= 46.0 S= 82.7 Areq= 30.7 A= 52.2 Moment of Inertia: Ireq= 135.1 I= 392.9 Area: #1 - DOUGLAS FIR -LARCH - Dry Use Controlling Factor: Area / Depth Required 7.08 In DLD= 0.03 LLD= 0.11 TLD= 0.15 RL= 1600 LB RD= 463 LB RT= 2063 LB BL= 0.60 IN L= 10.0 FT Lu= 1.334 FT L/ 360 L/ 240 DL= 10 PSF LL1= 0 PSF TW1= 0.0 FT LL2= 40 PSF TW2= 8.0 FT Cd= 1.00 WALL= 0 PLF LLave= 40 PSF wL= 320 PLF BSW= 13 PLF wD= 93 PLF wT= 413 PLF wTcont= 413 PLF Fb= 1350 PSI Fv= 85 PSI E= 1600000 PSI Fc_perp= 625 PSI Fb'= 1349 PSI Fv'= 85 PSI M= 5159 V= 1737 IN IN = L/1048 IN = L/813 FT -LB LB N3 N3 N2 N2 N4 N4 • 1 Roof Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: BEAM BETWEEN DINING AND LIVING Summary: 3.50 IN x 9.25 IN x 12.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 26.4% Controlling Factor: Section Modulus / Depth Required 8.23 In Deflections: Dead Load: DLD= 0.10 IN Live Load: LLD= 0.18 IN = L/814 Total Load: TLD= 0.28 IN = 11518 Reactions (Each End): Live Load: RL= 840 LB Dead Load: RD= 480 LB Total Load: RT= 1320 LB Bearing Length Regd.: BL= 0.60 IN Beam Data: Span: L= 12.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 3.00 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Beam Loading: Live Load: LL= 10 PSF Side One: Roof Dead Load: DL1= 0 PSF Roof Rafter Tributary Width: TW 1= 0.0 FT Side Two:. Roof Dead Load: DL2= 5 PSF Roof Rafter Tributary Width: TW2= 14.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 12.0 FT Beam Live Load W/ Slope Red'n: wL= 140 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: wD= 80 PLF Total Maximum Load: wT= 220 PLF Controlling Total Design Load: wTcont= 220 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1203 PSI Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.20 Fv': Fv'= 109 PSI Adjustment Factors: Cd =1.15 Design Requirements: Maximum Moment: M= 3960 FT -LB Shear (@ d from beam end): V= 1151 LB Comparisons With Required Sections: Section Modulus: Sreq= 39.5 N3 S= 49.9 N3 Areq= 15.8 N2 A= 32.3 N2 Moment of Inertia: Ireq= 80.2 N4 I= 230.8 N4 Area: Uniformly Loaded Floor Beam( 97 UBC (91 NDS) j StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: BEAM OVER POWDER ROOM Summary: 3.50 IN x 9.25 IN x 7.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 27.6% Controlling Factor: Section Modulus / Depth Required 8.19 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.06 IN = L/1305 Total Load: TLD= 0.08 IN = L/1029 Reactions (Each End): Live Load: RL= 1540 LB Dead Load: RD= 413 LB Total Load: RT= 1953 LB Bearing Length Regd.: BL= 0.89 IN Beam Data: Span: L= 7.0 FT Maximum Unbraced Span: Lu= 1.334 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead Load: DL= 10 PSF Side One: Floor Live Load: LL1= 0 PSF Tributary Load Span(Side One): TW1= 0.0 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 11.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 440 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: wD= 118 PLF Total Maximum Load: wT= 558 PLF Controlling Total Design Load: wTcont= 558 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1048 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.20 Fv': Fv'= 95 PSI Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= 3417 FT -LB Shear (@ d from beam end): V= 1523 LB Comparisons With Required Sections: Section Modulus: Sreq= 39.2 N3 S= 49.9 N3 Area: Areq= 24.1 N2 A= 32.3 N2 Moment of Inertia: Ireq= 63.7 N4 1= 230.8 N4 Roof Beamf 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: BEAM OVER COVERED PORCH Summary: 5.50 IN x 9.50 IN x 8.0 FT / #1 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 38.8% Controlling Factor: Area / Depth Required 7.24 In Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 0.07 IN = L/1455 Total Load: TLD= 0.11 IN = L/857 Reactions (Each End): Live Load: RL= 1800 LB Dead Load: RD= 1258 LB Total Load: RT= 3058 LB Bearing Length Regd.: BL= 0.89 IN Beam Data: Span: L= 8.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 6.00 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Beam Loading: Live Load: LL= 25 PSF Side One: Roof Dead Load: DL1= 0 PSF Roof Rafter Tributary Width: TW 1= 0.0 FT Side Two: Roof Dead Load: DL2= 15 PSF Roof Rafter Tributary Width: TW2= 18.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 8.0 FT Beam Live Load W/ Slope Red'n: wL= 450 PLF Beam Self Weight: BSW= 13 PLF Beam Total Dead Load: wD= 315 PLF Total Maximum Load: wT= 765 PLF Controlling Total Design Load: wTcont= 765 PLF Properties For: #1- DOUGLAS FIR -LARCH Bending Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1550 PSI Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.00 Fv': Fv'= 98 PSI Adjustment Factors: Cd =1.15 Design Requirements: Maximum Moment: M= 6117 FT -LB Shear (@ d from beam end): V= 2453 LB Comparisons With Required Sections: Section Modulus: Sreq= 47.4 N3 S= 82.7 N3 Area: Areq= 37.7 N2 A= 52.2 N2 Moment of Inertia: Ireq= 82.6 N4 1= 392.9 N4 Roof Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: MASTER BEDROOM WINDOW HEADER Summary: 3.50 IN x 11.25 IN x 8.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 21.9% Controlling Factor: Section Modulus / Depth Required 10.19 In Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.06 IN = L/1730 Total Load: TLD= 0.10 IN = L/995 Reactions (Each End): Live Load: RL= 1600 LB Dead Load: RD= 1183 LB Total Load: RT= 2783 LB Bearing Length Regd.: BL= 1.27 IN Beam Data: Span: L= 8.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 6.00 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Beam Loading: Live Load: LL= 25 PSF Side One: Roof Dead Load: DL1= 16 PSF Roof Rafter Tributary Width: TW1= 16.0 FT Side Two: Roof Dead Load: DL2= 0 PSF Roof Rafter Tributary Width: TW2= 0.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 8.0 FT Beam Live Load W/ Slope Red'n: wL= 400 PLF Beam Self Weight: BSW= 10 PIP Beam Total Dead Load: wD= 296 PLF Total Maximum Load: wT= 696 PLF Controlling Total Design Load: wTcont= 696 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): , Fb'= 1103 PSI Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.10 Fv': Fv'= 109 PSI Adjustment Factors: Cd =1.15 Design Requirements: Maximum Moment: M= 5566 FT -LB Shear (@ d from beam end): V= 2131 LB Comparisons With Required Sections: Section Modulus: Sreq= 60.6 N3 S= 73.8 N3 Area: Areq= 29.3 N2 A= 39.3 N2 Moment of Inertia: Ireq= 75.2 N4 1= 415.2 N4 F. , at S'i:.., . asi;r. j�rtl +�!l iiif'' „ :, . , t ,< ii�; ?tu'� ✓: s: CN' ti&: r .....u ; ..: s;;r.%:!:,k SiiMix z V,/ Multi- Loaded Beamf 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: CENTER BEAM OVER GARAGE Summary: 6.75 IN x 16.50 IN x 20.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 14.8% Controlling Factor: Section Modulus / Depth Required 15.59 In Deflections: Dead Load: DLD= 0.25 Live Load: LLD= 0.56 Total Load: TLD= 0.81 End Reactions(Left Side): Live Load: RL1= • 8614 Dead Load: RD1= 4233 Total Load: RT1= 12846 End Reactions(Right Side): Live Load: RL2= 6053 Dead Load: RD2= 2343 Total Load: RT2= 8396 Bearing Length Reqd.(Left) : BL1= 2.93 Bearing Length Reqd.(Right): BL2= 1.91 Camber Regd.: C= 0.37 Beam Data: Span: L= 20.0 Maximum Unbraced Span: Lu= 1.334 Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Camber Adjustment Factor: CAF= 1.5 Uniform Load: Live Load: wL= 480 Dead Load: wD= 120 Beam Self Weight: BSW= 27 Total Load: wT= 627 Concentrated Load P1: Live Load: PL1= 4667 Dead Load: PD1= 3392 Total Load: PT1= 8059 Location: X1= 4.0 Concentrated Load P2: Live Load:. PL2= 400 Dead Load: PD2= 242 Total Lpad: PT2= 642 Location: X2= 16.0 Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 Shear Stress: Fv= 190 Modulus of Elasticity: Ex= 1800000 Ev= 1600000 Stress Perpendicular to Grain: Fc_perp= 650 Adjusted Properties: Fb' (Tension): Fb'= 2273 Adjustment Factors: Cd =1.00 CI =1.00 Cv =0.95 Fv': Fv'= 190 Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= 50510 7.636 FT From Left Support Shear (@ d from beam end): V= • 11984 Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Sreq= S= Areq= A= lreq= I= 266.7 306.2 94.7 111.3 2133.8 2526.8 IN IN = L/426 IN = L/296 LB LB LB LB LB LB IN IN IN FT FT X DLD PLF PLF PLF PLF LB LB LB FT LB LB LB FT PS PS PS PS PS PS PS FT -LB LB N3 N3 N2 N2 N4 N4 ti Multi- Loaded Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: FLOOR BEAM 2 OVER GARAGE Summary: ( 3 ) 3.50 IN x 9.25 IN x 12.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 442.3% Controlling Factor: Section Modulus / Depth Required 4.29 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.04 IN = L/3606 Total Load: TLD= 0.06 IN = L/2407 End Reactions(Left Side): Live Load: RL1= 560 LB Dead Load: RD1= 282 LB Total Load: RT1= 842 LB End Reactions(Right Side): Live Load: RL2= 400 LB Dead Load: RD2= 242 LB Total Load: RT2= 642 LB Bearing Length Reqd.(Left) : BL1= 0.13 IN Bearing Length Regd.(Right): BL2= 0.10 IN Beam Data: Span: L= 12.0 FT Maximum Unbraced Span: Lu= 1.334 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L 360 Total Load Deflect. Criteria: L/ 240 Uniform Load: Live Load: wL= 40 PLF Dead Load: wD= 10 PLF Beam Self Weight: BSW= 24 PLF Total Load: wT= 74 PLF Concentrated Load P1: Live Load: PL1= 480 LB Dead Load: PD1= 120 LB Total Load: PT1= 600 LB Location: X1= 4.0 FT Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1207 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.20 Cr =1.15 Fv': Fv'= 95 PSI Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= 2778 FT -LB 4.001 FT From Left Support Shear (@ d from beam end): V= 785 LB Comparisons With Required Sections: Section Modulus: Sreq= 27.7 N3 S= 149.7 N3 Areq= 12.4 N2 A= 97.1 N2 Ireq= 69.2 N4 I= 692.5 N4 Area: Moment of Inertia: Multi- Loaded Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Project: 2400A2F - Location: FLOOR BEAM OVER GARAGE Summary: 5.125 IN x 15.00 IN x 12.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 21.9% Controlling Factor: Section Modulus / Depth Required 13.58 In Deflections: Dead Load: DLD= 0.12 IN Live Load: LLD= 0.16 IN = L/887 Total Load: TLD= 0.28 IN = L/519 End Reactions(Left Side): Live Load: RL1= 4667 LB Dead Load: RD1= 3392 LB Total Load: RT1= 8059 LB End Reactions(Right Side): Live Load: RL2= 3733 LB Dead Load: RD2= 2832 LB Total Load: RT2= 6565 LB Bearing Length Reqd.(Left) : BL1= 2.42 IN Bearing Length Reqd.(Right): BL2= 1.97 IN Camber Regd.: C= 0.17 IN Beam Data: Span: L= 12.0 FT Maximum Unbraced Span: Lu= 1.334 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Camber Adjustment Factor: CAF= 1.5 X DLD Uniform Load: Live Load: wL= 0 PLF Dead Load: wD= 80 PLF Beam Self Weight: BSW= 19 PLF Total Load: wT= 99 PLF Concentrated Load P1: Live Load: PL1= 5600 LB Dead Load: PD1= 3360 LB Total Load: PT1= 8960 LB Location: X1= 4.0 FT Uniform Load (Partially Distributed): Live Load: wL PD= 350 PLF Dead Load: wD PD= 210 PLF Total Load: wT 560 PLF Load Start: A= 4.0 FT Load End: B= 12.0 FT Load Length: C= 8.0 FT Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PS Shear Stress: Fv= 190 PS Modulus of Elasticity: Ex= 1800000 PS Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: 4.001 FT From Left Support Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Ey= 1600000 PS Fc_perp= 650 PS Fb'= 2394 PS Fv'= 190 PS M= 31445 FT -LB V= 7935 LB Sreq= 157.7 N3 S= 192.1 N3 Areq= 62.7 N2 A= 76.8 N2 Ireq= 666.4 N4 I= 1441.4 N4 Multi- Loaded Beam' 97 UBC (91 NDS) 1 StruCalc 4.06 By: JEFFREY P. DEROULET, ARCHITECTS NORTHWEST on: 03 -19 -2002 Protect: 2400A2F - Location: GARAGE DOOR HEADER Summary: 5.125 IN x 15.00 IN x 16.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 37.6% Controlling Factor: Area / Depth Required 12.67 In Deflections: Dead Load: DLD= 0.16 IN Live Load: LLD= 0.28 IN = L/677 Total Load: TLD= 0.44 IN = 1/436 End Reactions(Left Side): Live Load: RL1= 4720 LB Dead Load: RD1= 2753 LB Total Load: RT1= 7473 LB End Reactions(Right Side): Live Load: RL2= 3413 LB Dead Load: RD2= 1619 LB Total Load: RT2= 5033 LB Bearing Length Regd.(Left) : BL1= 2.24 IN Bearing Length Reqd.(Right): BL2= 1.51 IN Camber Regd.: C= 0.23 IN Beam Data: Span: L= 16.0 FT Maximum Unbraced Span: Lu= 1.334 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Camber Adjustment Factor: CAF= 1.5 X DLD Uniform Load: Live Load: wL= 240 PLF Dead Load: wD= 60 PLF Beam Self Weight: BSW= 19 PLF Total Load: wT= 319 PLF Concentrated Load P1: Live Load: PL1= 3733 LB Dead Load: PD1= 2832 LB Total Load: PT1= 6565 LB Location: X1= 4.0 FT Concentrated Load P2: Live Load: PL2= 560 LB Dead Load: PD2= 282 LB Total Load: PT2= 842 LB Location: X2= 16.0 FT Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PS Shear Stress: Fv= 190 PS Modulus of Elasticity: Ex= 1800000 PS Ev= 1600000 PS Fc_perp= 650 PS Fb'= 2394 PS Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: 4.0 FT From Left Support Shear (@ d from beam end): Cbmparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Fv'= 190 PS M= 27343 FT -LB V= 7075 LB Sreq= 137.1 N3 S= 192.1 N3 Areq= 55.9 N2 A= 76.8 N2 Ireq= 792.9 N4 I= 1441.4 N4 City of Tukwila Building Department 6200 Southcenter Blvd. Tukwila, WA 98188 Subject: James Marsh Residential Permit, 4724 S. 164th Street, Tukwila, WA - Recommended Footing Bearing Pressure for New Residence Dear Sir: The following information is provided to insure proper footing design and to prevent water in the crawl space. Soils Discussion: Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same EX September 13, 2002 1 From miscellaneous cuts on the site for terracing and at* ti5l : bank it appears that the soils are the fairly typical sandy clayey loam common in the • • -r elevations and hillsides in Tukwila. These soils have from low to moderate permeability and typically do not allow significant flows of groundwater. These soils have typically low erosion potential in an undisturbed state, and from low to moderate in a moderately compacted or weathered. These soils have good bearing capacity in the undisturbed state. They cannot be recompacted for structural bearing in foundation areas, and significant trench backfills under foundations must use mechanically compacted pit run or suitable equivalent in these areas. OppAA, Conclusions and Recommendations: A.. 0;p4.0 F 6 (2 0 �4 The soils on site are acceptable for common footing and stem wall foundatiorig ?Ro ? o Footing should be a minimum of 18" below finished outside grade. � "q Soils in an undisturbed state will have a safe working soil bearing pressure for footings of 2,000 psf. Due to the poor drainage characteristics of the soils, a positive footing drain is required around the entire building perimeter. D 3 -eke City of Tukwila Planning Department 6200 Southcenter Blvd. Tukwila, WA 98188 Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same September 12, 2002 Subject: James Marsh Residential Permit, 4724 S. 164th Street, Tukwila, WA - Geotechnical Report (Abbreviated) for Existing Bank Dear Sir: General: On this date I visited the above site to evaluate the geotechnical factors relating to an existing eight foot high bank along the east property line of the above site. The site has an existing single family residence and driveway. The residence will be removed and a new residence constructed. The driveway will be largely abandoned, with only the first 25 feet into the property retained and upgraded to allow turning into the new driveway. Attached is a surveyed topographic map of the site, with the new residence and driveway configuration sketched in. Some supplemental topography relating to the bank beyond the property line has been added based on information from today's visit. Discussion: . From miscellaneous cuts on the site for terracing and along the bank itself it appears that the soils are the fairly typical sandy clayey loam common in the upper elevations and hillsides in Tukwila. These soils have from low to moderate permeability and typically do not allow significant flows of groundwater. These soils have typically low erosion potential in an undisturbed state, and from low to moderate in a moderately compacted or weathered state. These characteristics are noted from personal observation. No evidence of spring activity or areas of existing concentrated surface runoff were noted, although minor springs would not be active during summer months. It is not likely that any spring activity would occur on this bank based on the low permeability of the soils. No evidence of either failure en masse or of surface movement due to either localized failures or surface erosion were evident. The bank appears to have not been disturbed since its initial construction and is presently vegetated with natural vegetation and brush. The bank is noted in sensitive mapping of the area used for screening by the City of Tukwila staff, and as such has been identified as a potential Sensitive Area. Field measurements indicate the bank to be typically eight feet high and fourteen feet wide, with level ground above and below it. It was produced probably 30 to 50 years ago to provide a level parking area for the house on the site, and to produce usable level land below the site, to the east. The bank was probably produced by equal heights of cut at the bottom and fill at the top. The typical slope is 57 percent (1.75:1), greater than 40 percent, which per TMC 18.45 rates as a Class 3 Potential Geotechnical Instability slope. As noted above, the height of the bank is only eight feet. • The proposed driveway will follow the existing driveway routing to the site and then will turn west into the new garage upon entering the site. As such, the proposed driveway will have a lesser loading on the bank area, although as noted above, the previous long term use had no apparent adverse effect on the bank. The new house will be located in the western portion of the site, roughly 80 feet from the top of bank. The existing house is approximately 60 feet from the bank. Runoff from the new house and reconstructed driveway will be collected and piped to S. 164th Street, whereas current runoff is uncontrolled. Conclusions and Recommendations: The proposed new driveway will impose less load on the bank than the present one. The existing house at 60 feet from the bank imposes no load on the bank. The new house at 80 feet from the bank will also impose no load on the bank. The existing house has uncontrolled runoff. The new house will have house and driveway runoff collected and piped to S. 164th Street. As such, surface and groundwater potentially affecting the bank is reduced. In order to produce a nominal 2:1 maximum load prism within the bank, as a matter general practice recommended by this office for existing stable slopes with no groundwater problems, a two foot (2') top of slope set back is recommended. It is recommended that the vegetation on the slope of the bank not be disturbed. It is recommended that the brush, weeds and blackberries above the top of bank, if removed for landscaping, be re- vegetated with minimum delay, and that interim surface protection measures may be used if re- vegetation is deferred. This would be in accordance with usual residential clearing practice. A filter fence is recommended at top of bank during disturbance. Due to the bank being only eight feet high and stable, and the new construction on the site being 80 feet from the bank, any requirement for additional geotechnical evaluation for this site and for this bank is not warranted. 1 TLttdNme+�.ro�aw,�:. Questions relating to this report may be directed to this office. B ce S. MacVeiglh, P. Civil Engineer .d. 18657 MARSHO1.doc xaa :wh.Nwn4+.n'u.L..wGfi.itr.:ct! 1 /. :, . • aut..2::E.S� z i • z re -J 0: 0 CO J H � WO CO al z � EXPIRES: 4/24/ U' 1 W 0 uj U •O - CI H W UJ ! �... O . .. Z W C.) =` O ~' Z 30"c car Existing House 4726 150.003 21 .3 /VEy/ /,kas4_ S88'42'38 "E � c N. end wood fence is 0.9' south & 0.3' hest of set rebar w /cap 30' chain link fence north of line 150.00' N88 42138"W "c3 s N 1 painted q. E. end cha ��' is 0.6' nori Z, 150.00' of set rebc W.fni(anaYlwtwawv.r«'7.mr • ,, 0 N 200.0 Elevation 200.0' 00.6 Proposed 20 ingress, egr€ corner not s( 30' ease • p N Off' N O P O z x 199.3 ■ c'4S8 e00,4 Found 0.65' w of set E. eni top = z _ I- w 6 JU 00 CO u_ w 2 LL Q W 0 I- ▪ Ili Z = I 0 Z I— W • W U � 0 (0_ I— w L1-1 0 -O w Z = O f'" z INSIDC......_.. RVAIRU ........... DirOSIT $ �0 .7o 4'rvo 32.5 VAL VUE SEWER DISTRICT APPUCATION FOR SIDE SEWER PERMIT s SI 5r✓6 !l' MAIN ` -_ _............w�e►vAl..r"�/lK� DATE9-Z10 PERMIT N °- 2 719 SAUMRNT N...._ - CARD ... .................. coNTRAaTOR. DASLMI PIT: m NO 1.OT Nw....�ce�.,2 ................ uu. Na. .S SCALE A, • bo 3o8 1 HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BEEN 4 % � MADE AS SHOWN, PRIOR TO BACICFILL Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other 51 Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: '3 a rv , 4 j /4 ,,_j J, Phone: a 96 — 0075-- Property Address or Approximate Location: 4 l 7 2'f- I, jPi rf: Legal Descriptlon(Attach Map and Legal Description if necessary): r379W — 047?. , Part B: (To Be Completed by Sewer Agency) 1. 10 a. Sewer Service will be provided by side sewer connection only to an existing g If size sewer '0 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: ❑ (1) feet of sewer trunk or lateral to reach 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. r41 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: ex , Ws Wit M V Mot GFC: $ 15 Alg SFC: $ 00 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 it May be Required c. Other: "WORKING TOWARD A BETTER EaVIROMI*ENT" SEWER IIDISTMCT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY ja Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I he by certify that the above sewer agency information is true. This certification shall be valid for one year f •� e date of signature, 1 14 na5e.-r Title 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242-1527 . fi6+tYN MiM; 3/26/d 2. d ee ate 1432 206 296 7345 03/25/02 12:02 FAX 2q6 296 7345 KING COUNTY CASH MGT Z001 Page: 1 Document Names Seasioni TR12 ACCOUNT NUMBER; TAXPAYER NAME: SHORT LEGAL DESCRIPTION: NEXT ACCOUNT: 537980 0472 0 iou ANTER- PFI-- PF2-- PF3-- PF4 PPS -- PF6-- PF7-- PFA PF9-- AF10- PF11- PF12- PF13- PF14- PP1 PF PF PF - PF 16039 )16038 16041 V)16042 •1603 — 16038 4901 4905 4913 [ 4921 •_ • — 4903 ' 16046 M 16047 w ~ 16045 * LAND ZONE ACTUAL JURISDICTION SQUARE FEET WATER SYSTEM SEWER VIEW OPEN SPACE s' n:•' x n� rVAC N10, + . i +ba�kJ ANEkvCtt'LtLS. t SliZS5sltt 16117 16127 4 —. • 6■0, 16203 TIDELANDS WATERFRONT FEET WFT LOCATION WPT BANK WFT RIGHTS ONLY 16211 f'1 -23 16217 / 16221 / ._._...... 4428 16118 DATA * LDR TUKWILA 15000 WTR DIST PUBLIC NO 16045 —8 LOT 27 * * * * * * .* * * 4 * BLDG SQ FOOTAGE DATA FIRST FLOOR 1/2 FLOOR 2ND FLOOR UPPER FLOOR TOTAL BSMT FIN BSMT BSMT GARAGE TOTAL LIVING AREA ATTACHED GARAGE UNFIN FULL FLOOR UNFIN HALF FLOOR F20 N 1 /7 N.E. 97 -23 -4 KING COUNTY DEPARTMENT OP ASSESSMENTS REAL PROPERTY CHARACTERISTICS PROPERTY ADDRESS: 4724 S 164TH ST 98188 QTR: NE SECT: 27 TWN: 23 RNG* 04 FOLIO PLAT: MC MICKEN HEIGHTS DIV NO. 02 BLOCK 5 B U I L D I N G D A T A * * * * * * BUILDING 1 MISC BLDG INFO 2 YEAR BUILT 1 GRADE ROOMS 720 BEDROOMS. FULL BATHS 3/4 BATHS 1/2 BATHS DINING OTHER ROOMS ACCESSORY IMPS 720 POOL AREA 290 POOL CONSTR DET GARAGE AREA CARPORT AREA MOBILE HOME 16048 "�•. t Y ,y n+n;:$rtku«a {a:�vt'ei'�.+:'a� • CO E19 -3 �S$ #STORIES $LIVING UNIT % BRICK t STONE DAYLIGHT BSM HEAT SOURCE HEAT SYSTEM 4907 16049 16037 'M1 — G1'9- 16051 195' -8• S. i 037 — 16205 C 48 —8 — S -0.020 (/ 16211 16218 16219 16226 I 16227 CO 16232 MH 1 • — 16239 m 16238 4904 4910 MH .•...... «....... • wi.ww. n• /W I7R• `3.5'm a 3;i4R4 s �r�?' t►` � k4;�a7 a ;5 16249 t44) I� tii .•• 5 -- eD E • • * tv = ...i ot= oil t44 :11 1 4 O 5 . O t:N erQ ® NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. : Y + t DECLARATION OF/EASEMENT AND MAINTENANCE AGREEMENT THIS AGREEMENT IS - MADE AND DATED as appears below by and between MESFIN ALEMAYEHO KASSA, a single i iiiik(her er Kassa) and JUNE A HORNER, a single woman (hereafter.,Hprnrr) as ; ,fo f o*s: Kassa is owner of the follow ing,,descnbed real estate, situated in King County, ?. 'Washington, described as follows: CIibPDF - www.fastio.com r r • • pi rhon`of the northeast quarter of Section 27, Township 23 north, Range I Winking Washington, descnbed as follows. Beginning at a point on`thh orth line of said Section 27, a distance north 89 59' 10" west 806.10 'feet 1 otn the northeast corner of said section, thence running south 0:1550" east 009160 feet to the TRUE POINT OF BEGINNING ` ' thence continuing south 015'54 ":'east'' 144` feet, r . thence north 89 59'10" west 150 feet; ` r. thence north 0 15'50" west 100 feet,' thence south 89 59'10" east 150 feet to the T1WE 'QINT OF BEGINNING EXCEPT that portion, if any, lying within South 1r4 ! Street as conveyed to King County by deed recorded under Recording Number 273337 (ALSO KNOWN AS the south 100 feet of Lot 27, Block 5, McMicken Heights, Division No. 2, according to the unrecorded plat thereof 2. Homer is owner of the following described real estate situated in King County, Washington, described as follows. That portion of°hn:northeast quarter of Section 27, Township 23 north, Range 4 east, W.M .tin zing` ounty, Washington, described as follows. x BeginninOt *point 4tI e line of said Section 27, a distance north 89 59' 10" weft 06' 10eet from the northeast corner of said section, thence runn g south east 9'9.160,feet to the TRUE POINT OF BEGINNING ` -.: r :.. ,. thence continuing south 0=15'50" a t thence north 89 59'10" west 150.feet' '' thence north 0 15' 50" west 100 feet, i t thence south 89 59'10" east 150 feet to the TRUEJPOINT OF BEGINNING; 0; ,• CIibPDF - www.fastio.com • / --- '(A.L'SCIKNOWist'AlS the south 200 feet of Lot 27, except the south 100 feet thirea,,rikAc6,,MeNcken lieights, Division No. 2, according to the unrecorded' plat thereof. 3` For valuable consideration receited which is hereby acknowledged by Kassa, Kassa hereby •bcgiv,.4 si-cresiesideClares and imposes an easement ,thirty (30) feet in width, over a!0414rcris and under the east 30 feet of the real property descnbed in paragraph . 1'. above. This easement shall be non- ... r exclusive and perpetual and shall run With the land and benefit the heirs, S.uc6e,sois transferees and assigns of the real property described in paragraph /This,eaienient shall not be construed as personal and is for the benefit 6f-the real property in said paragraph 2 or any portion thereof 4 Both parties furl agree „that all costs of maintenance and repair of the traveled portion of the eafsetrierit"Shakbebome in equal shares by the parcels served thereby No Parking or standing of vehicles shall be pen/lifted within the easement comdor The terfns/anc paragraph 4 shall not be construed as personal by shall rim With the laixi feelie benefit or burden of all successors, transferees or assignsOneitheiside;901us agreement / - SIGNED AND DATED AS APPEARING BELOW 20.040 itleofirittt ka44,k, Alemaye'hu Kassa e )e-eiAzt GT • June A Horner STATE OF WASHINGT9N ss . COUNTY OF KJNG 1 )' • On this day personallyipfieared bcfore known to be the mdividual described :in and who ex tesl, O'Rea•1 / • 1 ........ I, # • . fa toe instrument, and acknowledges thatkhgtigned,,thsame.. 4.71**Ikul't deed, for the uses and purposes therein mentioXd1 / .1 GIVEN under my hand and official seal this ljrcay,ii; „ . . f .... . r .....,.....„ f A • 1 1 i --`,” , / 4.". / ? '' . .... ..,; . i / 'v. c....-- ./ ,, '' .., * .t.■,.,...p f . ,.,.. . ... • .-- • • . < • • aNin CIibPDF - www.fastio.com ,"----,.. E. (..„../ / ..) ( Pi .,-," i ''') • .. . • , • -,..„,......,/ / i f ":', ,...,//,,,,...." '.. / /' / i / .--- /STATE Of,..WASHINGTON ) ) ss. ... dOUNTY Odqva ) "•:•. • ? f• • ••••• f Notary Public ' pointinent 4 1 ,- mime 1 : 1 5 4 41 ° r•-; / 4 - /• , • Reo • 04.41 = On tliis thy personally appeared before me Abs /Attie known to be the ihdividual clesaribefl hi.-anci who execu te the within nd foregoing instrument, and acknowledges that lie the same as hit free and voluntary act and deed, for the uses and purposeithereminefitioried..... GIVEN under my hand and oftTcial sea s of on' r. Notary Publie ington, residing My appointment e Printed name: • 1 • • / / —N ) ,,.. x .0' ./_;., '• $ 1 .., %1 111 .g' , .i' 4. .- , f e l i '''' f e.,. 1 ,...,.......,.../ / J 11 , I ,s .. .,,,. ,/.4 / •;:, x Y • ....... ,• , :;,,, - .:• ? ' e' •1 0 '''I• ,•' •• 4 . Istswasg,-. s ;Ow .s r. 1 ' , ,,,;-. f 1 .... ''...,.. r .1' 1 "1 ,.., / .Y .*".....".• :' ... ....." _,! • 2 I 4 ' 's , I i .1 ....,-.---; ,. .f 1 t f -,•?... 11 l•-•....?" ..". ..,? ‘ / .4,.... • um $3,700.00 Paid $0.00. GFC: $2,100.00 $2,100.00 - ERUS: 1 J: NM included in service installation $0.00 NUMBER 01? SERVICES: l SERVICE SIZE: CHARGE: I 3 / 4 " $2,050.00 Deposit $2,050.00 $0.00 Deposit $0.00 — $0.00 $0.00 $0.00 $0.00 TOTAL CONNECTION CHARGES: $4,150.00 H1G11LLi1N +' WA'1'EK DISTRICT RICT PROJECT NAME: James & Stephanie Marsh LOCATION: 4724 So 164th SCOPE: SFR MXU included in service installation No additional fees required to use the existing service to provide water to a new house after the old one is torn down. Lot number 2 fees total $4,150.00 and are due when service installation is requested. RECEIVED CITY OF TUKWILA FEB 2 8 2003 PERMIT CENTER This estimate is based upon information provided by the project representative requesting Water Availability information. Actual charges will be determined at the time service/meter installation is requested. Connection charges must be paid in full before water will be provided to a project. Prices subject to change without notice. Please call to verify. Service installation to be billed time and materials and deducted from the service installation fee deposit Any remaining monies to be refunded. Overages will be billed. An on -site visit will be made and an estimate will be generated regarding the cost of installation. If the estimate is over 25% of the actual deposit, the owner will be contacted prior to service installation. Glossary of Terms: ERU: Equivalent Residential Unit (ERU). One ERU = $2,100.0 GFC: General Facilities Charges are charges levied to provide an equitable means for new connections to the system to pay their fair share of the costs for overall system facilities and District -wide capital improvements. LFC: Local Facilities Charges are charges levied against newly connecting customers in order to cover the costs of the water system facilities in the immediate vicinity of the connecting property. PREPARED BY: POLLY DAIGLE REVIEWED BY: THOMAS IMO fr • DATE: 3/25/02 DATE: 3/25/02 Totals rc. <e»h?.- xrsf'.r5:.r,.: ... n4 ✓�.. ?'Y.7,),fY^tly :•„ :1,1 ., yr >.v�.sv, :,, '%s�=F't�, at`M M8501 M4570 BUILDERS 4724 M20502 • NTRAI , 88 -2 • ! ;N TO; 80 M1206 M1163 SMT 4812 IA 7 M1435 M4356 452 M1 27 471 M158 4723 M653 2I 480 M81 481 MB1 f MIL IL q, O • Wo e/ I NOTICE: IF THE DOCUMENT IN uA�`TM IS LESS THE DOC THIS NOTICE IT IS DUE TO THE • EC( 8 7 4; c ww t W C 7 581 UNRECORC 48' 6 AN PART B (TO BE COMPLETED BY WATER UTILITY) 1. This proposed project is located within 2. 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: W . 6 JU 00 U 0 CO W J H w 0 2 _ • a w Z 3/25/02 z o . Agency Phone By: Tho i i - D. Keown, P.E. Date ? U O N O H w w u. t . .. w co P O ~ 3. Based upon the improvements listed above, water can be provided and will be available at the site with a residual pressure of 40.99 psi 1775.27 gpm for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. IIIGHLINE WATER DISTRICT PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one: I I I I I 1 206 -824 -0375 1IJKWIL. /KING (City/County) 2. Minimum water system improvements: (At least equal to B2 above) Acceptable service can be provided to this project. Acceptable service cannot be provided to this project unless the improvements listed in Item #B2 are met. System is not capable of providing service to this project. Agency Phone By Date Z PART A: (TO BE COMPLETED BY APPLICANT) 1. 2. This certificate is submitted as part of an application for: O Residential Building Permit ❑ Preliminary Plat ® Short Subdivision ❑ Rezone ❑ Commercial/Industrial Building Permit ❑ Other 3. Estimated number of service connections and meter size(s): 2 total 4 • Vehicular distance from nearest hydrant to: Building Site see attached map for hydrant locations. 5. Minimum needs of development for fire flows 1000 gpm at a residual pressure of 20 psi. 1 L1 Owner Name James & Stephanie Marsh Address: 4724 So 164th Phone: 206- 246-0075 Agent/Contact: Phone: Site Address (Attach map and legal description showing hydrant location and size of main: See attached map for hydrant and main locations 4724 So 164th TUKWILA Fire Marshall 6. Area is served by: CITY OF TUKWILA CERTIFICATE OF WATER AVAILABILITY Insurance Underwriter [1 L 130' + - Insurance Underwriter 1 1 City Fire Marshall I I Other (Utility) PROJECT # HIGHLINE WATER DISTRICT Owner /Agent's Signature: Date: 3/25/02 ;r;`,0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ounl DE .................... INSIDE . DEPOSIT $ OWWIE....... W ' • NOM NAME SULDImISION 4v,vo 32.5 VAL VUE SEWER DISTRICT AFFIXATION FOR SIDE SEWER PERMIT 5I' sr46 w MAIN 8" DISTRICT APPROVAL BY.... dae DATE9 -2'2 W A. • GI CONTRA N PERMn N 2719 EASEMENT No..- CARD ......_..._...... DATE. �....�,l:t�..,Q .... 49- 7ar_4;ii' Cap EASEMENT: NO LOT Nww............_.. ELE. No.._..s SCALE RECEIVED CITY OF TUKWIL.A FEB 2 8 2003 PERMIT CENTER 003 -068 1 HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BEEN MADE AS SHOWN, PRIOR TO BACKFILL i +wwtHiM0 t7!tl�1C. Part A: (To Be Completed by Applicant) Purpose of Certificate: • ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other 51 Short Subdivision ❑ Rezone Proposed Use: 51 Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: T e _ f M Phone: 2 % -. 007 Property Address or Approximate Location: V 2 Lt. s, / It Si.: Legal Description(Attach Map and Legal Description if necessary): 5'379 to — 0v72, Part B: (To Be Completed by Sewer Agency) 1. 150 a. Sewer Service will be provided by side sewer connection only to an existing g if size sewer Div 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: ❑ (1) feet of sewer trunk or lateral to reach 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. .0 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 Cl 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: 0 , 0 w+wu ri. ✓ w+ GFC: $ t 5?7 "" SFC: $ 1900 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 JI May be Required c. Other: "WORKING TOWARD A UTTER ENVIRONMENT" dal SJE WE1.811DJISTRICT •��ti,'y. :�t[�i 'S. Ur k-01 lUi'l rt!5 'esifdfilft4 /1 4 n45e ✓' Title 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability by certify that the above sewer agency information is true. This certification shall be valid for one year e date of signature. 3/�.6 d ee ate ■t0 t+n rMn�`: �d5s�. ?as. b' fcv. �i;+: c- 5` n. a*, T; ka3rr :b.�- ....,,�..«.1Srntr..; -: �.e�;�a:ve.,: , .�b<:q:p,ar�. �+r.. „ 1432 206 296 7345 03/25/02 12:02 FAX 208 296 7345 KING COUNTY CASH MGT Paget 1 Document Name: Smssion1 TR12 ACCOUNT NUMBER: TAXPAYER NAME: SHORT LEGAL DESCRIPTION: LAND ZONE ACTUAL JURISDICTION SQUARE FEET WATER SYSTEM SEWER VIEW OPEN SPACE TIDELANDS WATERFRONT FEET WFT LOCATION WFT BANK WFT RIGHTS ONLY NEXT ACCOUNT: 537980 0472 0 lw ,E E NTER- PFI-- PF2-- PF3-- PF4-- PF5-- PF6-- PF7-- PF8-- PF9-- PF PF PF PF PF PP PF PF PF. - PF 16039 (4 16041 U 160 3- 1 F �� • _ _ _ 4901 f 4903: 389' -8• S.0.0712 16045 - 8 16051 4512 4554 63ro PL 16304 16312 16052 If 16206 16318 16218 4626 S ■0.105 16202 1 - 16216 F19 - 47 400' -8• 16224 16303 16311 180' -8' •Q11p 16045 16053 16209 - 4 .51.:•41' -. 16300 16302 16304 4718 • 16213 16217 F1 •- 1 x 0 16306 F1 • 0 4736 16311 16312 4804 4812 439' -8 S -0.05 4 4733 4809 16211 16217 16223 16229 16235 16241 4822 16061 16128 16311 16315 16319 16047 MH F • - 1 16955 16056 16215 F1 • My 019 - • S- 0. 0753 4917 6421 16117 16127 147' - -6-a 2 16203 16211 f1 16217 / j 16221 4428 16118 DATA LDR T)KWILA 15000 wTR DIST PUBLIC NO + LOT 27 BLOCK 5 BLDG SQ FOOTAGE DATA FIRST FLOOR 1/2 FLOOR 2ND FLOOR UPPER FLOOR TOTAL BSMT FIN BSMT BSMT GARAGE TOTAL LIVING AREA ATTACHED GARAGE UNFIN FULL FLOOR UNFIN HALF FLOOR 16046 F20 N 1 /9 N.F. 27-23-4 • KING COUNTY DEPARTMENT OF ASSESSMENTS REAL PROPERTY CHARACTERISTICS PROPERTY ADDRESS: 4724 $ 164TH ST 99166 QTR: NE SECT: 27 TWN: 23 RNG: 04 FOLIO PLATT MC MICKEN HEIGHTS DZV NO. 02 B U I L D I N G . D A T ROOMS 720 BEDROOMS. FULL BATHS 3/4 BATHS 1/2 BATHS DINING OTHER ROOMS ACCESSORY IMPS 720 POOL AREA 290 POOL CONSTR DET GARAGE AREA CARPORT AREA MOBILE HOME 16048 A w yr w w+ BUILDING 1 MISC BLDG INF 2 YEAR BUILT 1 GRADE 1 Zi . #STORIES #LIVING UNIT is BRICK % STONE DIAYLIGHT BSM HEAT SOURCE HEAT SYSTEM 4905 4913 4907 -P 16226 GD 16232 • 16218 MH G1 • - 5 16239 C 16238 .. _. -._ - ..............,...,....,,,,. 16037 16049 - M19 "G7'9" 16051 195' -8• S -• 037 • -16205 .` i.muo ... 16211 l 16219n --(4 • 16227 16249 4927 16415 PERMIT DESCRIPTION Short-term Nonprofit Type Type A Issued for 72 hours to nonprofit organizations for assemblies, bike races, block parties, parades, parking, processions, nonmotorized vehicle races, street dances, street runs. Flat'Rate $50 Short-term Profit Type B Issued for 72 hours to for - profit entities for fairs, house mbves, sales, street closure. Flat Rate $100. ' , A Construction Type C Issued for 180 days for activities in the right -of -way and or private property. These activities include sewer, water, storm drainage, grading, street improvements, boring, culverts, curb cuts, paving, driveways, fences, landscaping, painting /striping, sidewalks, trenching, utility installation /repair. Calculated fee based on construction value. Fee estimating sheet attached. Long -term Type D Issued for periods greater than 72 hours for activities which do not disturb the right -of -way including: air rights, bus shelters, access to construction sites, loading zones, newspaper sales, recycling facilities, sales structures, sidewalk cafes, awnings, benches etc, underground rights, utility facilities, waste facilities. Flat Rate $100. Potential Disturbance Type E Issued for 180 days for activities having a potential to disturb the right -of- way, such as hauling 6 loaded vehicle /hr /8 hr day for 2 or more consecutive days or hazardous waste hauling. Flat Rate $100. Blanket Type F Issued for 365 days to telecommunications and cable franchisee, and utilities for connections, repairs, and emergencies. Flat Rate $250 plus $5000 PW inspection deposit. Flat Rate $100 /PW Inspection. Approved 09.25.02 / AF.514 @i Revised 02.06.03 it semsom CITY OF TUKWILA Public Works Department 206 - 433 -0179 PUBLIC WORKS BULLETIN 1A PERMITS AND FEE ESTIMATES Effective October 16, 2002 This Bulletin summarizes permits Public Works (PW) issues for onsite development and for activities in the right -of -way. Public Works permits can be issued as part of a building permit or as a Miscellaneous permit. This Bulletin also contains a form to help you estimate Type C permit fees. Most Public Works permit fees are flat rates, except for Type C permit fees, which are based on the value of the construction worl. For Type C permits, PW cgllects a base application and plan review fee when the application is submitted arid d.'ermit Issuance and Inspection fee when the permit is issued. Flat rate perrrOfees are due when the permit is issued. After the permit is issued, PW may assess additional fees for Revisions and inspections. These additional fees must be paid before the PW Final Inspection occurs. Refer to Bulletins 1B, 1C, and 12, for more information. ..4 frit)03'° Dos-. ohs Flood Control ►�1 1\ V Issued whenever there is construction, development, or substantial improvement within a shoreline, a special flood hazard area, or a flood - prone area. An FCZP grants approval to construct or develop within a flood hazard area, a flood -prone area or the shoreline, but does not replace the need for additional permits such as a building permit or a land altering permit. Flat Rate $50. Water Meter - Permanent N V ^ 1 T" Issued for domestic water supply for all new or reestablished services when sewer discharge rates are calculated based on water usage. Each individual building requires a separate water main tap. The fee includes a City - provided water meter. Fee Sheet Attached. Water Meter — Wat 09IA / A Issued for a separate service from the main that will not discharge to the public sewer. The fee includes a City - provided water meter. Fee Sheet Attached. Water Meter - Deduct A P Required to meter water not discharged to the public sewer. The Permittee provides, owns, installs, and maintains the meter. This meter is installed downstream of a permanent water meter. An example is landscape irrigation. Flat Rate $25. Water Meter - Tempora NJ ik, Required for use of public water, on a short-term basis, where a metered supply does not already exist. The Permittee rents the meter from the City. Examples include dust suppression during construction or water supply during hydroseeding. Fee Sheet Attached. Reviews / Li A- additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Revisions ^j PS- Charged for each revision to approved plans. Fee per revision is 25% of the Issuance and Inspection fee. Inspection NJ/ A' Charged for each inspection after the first two at a rate of $47.00 /inspection. WATER METER FEE SHEET Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC Total Fee 0.75 $600 $1680 $2,280 1 $1100 $4200 $5,300 1.5 $2400 $8400 $10,800 2 $2800 $13440 $16,240 3 $4400 $26880 $31,280 4 $7800 $42000 $49,800 6 $12500 $84000 $96,500 4.1 PUBLIC WORKS BULLETIN lA PERMITS AND FEE ESTIMATES 0.75" 2.5" $300 $1,000 Temporary Meter 2 .air t u'i4 3;un TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PW Type C permit fees are calculated. PW collects an Application Fee when the application is submitted and a Permit Issuance and Inspection fee when the permit is issued. Applicable permit9.having flat rates are added to the calculated fees and are due when the permit is issued. You may use this form to estimate PW Permit fees. This is an estimate only. Actual fees may vary. If you do not provide contractor bids with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. The permit fee covers the cost for two reviews and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be paid before PW Final Inspection. 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: 4 r . (Do (� ct era .coo C. Storm water 2-, 00e .Otto D. Roadway Improvements Q E. Total Improvements (A +B +C +D) 6 1 051. 00 3. Calculate improvement -based fees: F. 2.5% of first $100,000 of (E.) 201 • . S G. 2.0% of amount over $100,000, �.. �. bit Tess than $200,000 of (E.) H. 1.5% of amount of $200,000 of (E.) A. Water B. Sewer PUBLIC WORKS BULLETIN 1A 4. TOTAL PLAN REVIEW FEE (F +G +H) $ 2 ®I. ZS 3 250 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 - 100 $23.50 101 - 1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof:: , •; 3 •. , f' : . PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 5. GRADING Plan Review and Permit Fees $ Total excavation volume 40 cubic yards Total fill volume '40 cubic yards For excavation and fill on the same site, base the fee on the greater of the excavation and fill volumes. Use the following table to estimate the grading application fee. A•.1 • •.. • • • s TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correctloi1 lever. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. 4 (1 +4 +5) $ 'S/ . 2 5 Approx. Remaining Years ,.� QUANTITY in CY RATE $10.00 50 or less $23.50 10 -7 (50 %) 51 -100 $37.00 $3.30 101 - 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 2 -1 (10 %) 1,001 - 10,000 .!'':1'‘-'1 -5 $194.50 for 1st 1000, plus $14.50 for each additional 1,000 or fraction thereof. ;, ' 10,000... J - 100,000 � N , • ,. l• , $325.00 for the 1 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000, plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years ,.� Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 PUBLIC WORKS BULLETIN lA TYPE C PERMIT FEE ESTIMATE PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED PW may adjust estimated fees 6. PERMIT Issuance /Inspection Fee (Total F +G +H) 7. PAVEMENT Mitigation Fee The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill v,oiumes.from Item 5. .1 5 $ Z° 1 .Z.s $ $ X23. SO PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED PW may adjust estimated fees ,DOTAL OTHER PERMITS (Total A - D) r.., A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fee Sheet on page 2. 10. ADDITIONAL FEES (Total A -H) 6 $ A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation (TMC Title 14) $ G. Other Fees $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 2Z4 ."i,‘ This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. cwt 9 LFC S3,700.00 Paid 50.00. GFC: $2,100.00 $2,100.00 - ERUS: 1 . included in service instalbation MXU: S0.00 50.00 NUMBER OF SERVICES: SERVICE SIZE: CHARGE: I 3/4" $2,050.00 Deposit S2,050.00 $0.00 Deposit $0.00 $0.00 S0.00 $0.00 $0.00 TOTAL CONNECTION CHARGES: $4,150.00 r HIUHL11ll1E WA'1'L+'K 1)1S'1'I UU'1' PROJECT NAME: James & Stephanie Marsh LOCATION: 4724 So 164th SCOPE: SFR MXU included in service installation No additional fees required to use the existing service to provide water to a new house after the old one is torn down. Lot number 2 fees total $4,150.00 and are due when service installation is requested. AECEIVED CITY OF TUKWILA FEB 2 8 2003 PERMIT CENTER This estimate is based upon information provided by the project representative requesting Water Availability information. Actual charges . will be determined at the time service/meter installation is requested. Connection charges must be paid in full before water will be provided to a project. Prices subject to change without notice. Please call to verify. Service installation to be billed time and materials and deducted from the service installation fee deposit. Any remaining monies to be refunded. Overages will be billed. An on -site visit will be made and an estimate will be generated regarding the cost of installation. If the estimate is over 25% of the actual deposit, the owner will be contacted prior to service installation. Glossary of Terms: ERU: Equivalent Residential Unit (ERU). One ERU = 52,100.0 GFC: General Facilities Charges are charges levied to provide an equitable means for new connections to the system to pay their fair share of the costs for overall system facilities and District -wide capital improvements. LFC: Local Facilities Charges are charges levied against newly connecting customers in order to cover the costs of the water system facilities in the immediate vicinity of the connecting property. PREPARED BY: POLLY DAIGLE REVIEWED BY: THOMAS KEO v 703 DATE: 3125/02 DATE: 3/25/02 Totals r 5 16052 Q M2oo39r g " O F) 16206 1 M20038 co 120 • `� =1 216212 7' V1586 85 29 LOT g 00 ON M MZ O t0 O d O or CD • _ I 2 d vf) N . 0 7 m O no LOT 16055? 16051 00 M14897 � , o • I • 5 H2159 10 1 6202 M1 • N N. 16208 M1185 CO 16303 M8472 ▪ 16311 118473 R 25 a 16216 t 1111 z 1 M1182 5'16224 4 "AC i AID - , 0 NI U O N 0 d 'CD 125 16207 111818 16209 M9323 16213 119354 M h N H26 I3 65 1E 16217 M9576 70 F- M 0 N 75 1:100 EXT.. 1966 to CD 16304 M9131 75 w I . IN f7 O ..� -� + �; NT 1• ��A - , t.. :. - 0: CO N v N T 1 ! � .w H2612 150 ) 1i1‘1.7 , : 1!! 0111111Gi ► :M1lMltt{61i1111 ‘011111VIGALI■ tEllinU.;..4::4H s_• ;,; • z �•' O II a, -I ) ) ) 5 70 2 1 1 15 0 4 2s W M20040 •L_ W120050 4 i N N N X13854 71111111112Z.311 ; • ;Aim. 63 - 8 16415 1A15828 565 SEA -T 55 up VV M ■r 8 16056 1 111429 I 4 "AC CITY LI 6 .4ITS KCC a N N n s VVYJ M13335 ✓ 16053 6 T 1120546 t` 15U m ORD. 320 16411 115392 16417 M7747 r+:.;+ a?ei'N7fi:�3RVk;v;na.':+urlixcc; } S74ftF� +'X +L "s3tk.1`.�' ; +.�a11'.:%:' CC CO d U W ec z 5 V15 6 1 C 7 M 105 8 1682 M20045 4 "AC 1567 TOLAND EXT., 75 o M L d- I I N so I N m N V) N aOT 2 CD 00 c3 0) co, 0 0 75 TCWILA 0 75 o-ur- 00 `41' 4 75 �Y. 614 OCI 113 d 134 PART B (TO BE COMPLETED BY WATER UTILITY) 1. This proposed project is located within 2. 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: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a residual pressure of 40.99 psi 1775.27 gpm for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one: I I I I 1 TUICWILA /KING (City/County) 2. Minimum water system improvements: (At least equal to B2 above) Acceptable service can be provided to this project. Acceptable service cannot be provided to this project unless the improvements listed in Item #B2 are met. System is not capable of providing service to this project. Agency Phone By Date 3/25/02 ( PART A: (TO BE COMPLETED BY APPLICANT) 1. 1 CITY OF TUNWILA CERTIFICATE OF WATER AVAILABILITY Owner Name James & Stephanie Marsh Address: 4724 So 164th Phone: 206- 246 -0075 Z • w .1U O 0 co o co al Site Address (Attach map and legal description showing hydrant location and size of main: -J H See attached map for hydrant and main locations 4724 So 164th TUKWILA LL w O 5 LL. • � = I-. w Z = F- O Z F- • W U � u-2 O F- w w. U u. O Z 130' + - U ° I= 0 Z Agent/Contact: Phone: 2. This certificate is submitted as part of an application for: ❑ Residential Building Permit 0 Preliminary Plat ® Short Subdivision ❑ Rezone ❑ Commercial/Industrial Building Permit ❑ Other 3. Estimated number of service connections and meter size(s): 2 total 4 • Vehicular distance from nearest hydrant to: Building Site see attached map jor hydrant locations. 5 • Minimum needs of development for fire flows 1000 gpm at a residual pressure of 20 psi. Fire Marshall Insurance Underwriter 6. .Area is served by: I I I Insurance Underwriter ( 1 City Fire Marshall [ 1 Other RIGHLINE WATER DISTRICT (Utility) PROJECT # Owner /Agent's Signature: Date: 3/25/02 NIfiDt. REPAIRS ............ DEPOSIT : D OWNER— NAME sus•DmsIoN74 4V 32.S 3' 13' VAL VUE SEWER DISTRICT APPLICATION FOR SIDE SEWER PERMIT 5I' srae rr MAIN 8" DISTRICT APPROVAL BY - 4€a i ket r DATE9.7.4... PERMIT N.° 27 1 9 EASEMENT N.........._........ CARD .. ................... D ATE. ..!'.`...�jG..:GX..,G.[ .... BASEMENT: TES NO LOT ................ ELL No.......s ....». SCALE N RECEIVED CITY OF TuKwILA F EB 2 8 2003 PRMIT CENTER I HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BEEN MADE AS SHOWN, PRIOR TO BACKFILL :• Part A: (To Be Completed by Applicant) Purpose of Certificate: . ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other f Short Subdivision ❑ Rezone Proposed Use: t Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: '3' < j /4 t, Phone: a 96 -. 007,E Property Address or Approximate Location: Y-7 2 -f, ) 4 At Si Legal Description(Attach Map and Legal Description if necessary): r379 W — 0972% Part B: (To Be Completed by Sewer Agency) 1. TA a. Sewer Service will be provided by side sewer connection only to an existing g if size sewer 0 0 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: ❑ (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. 14i 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: 0 ,, w+wac cr '' GFC: $ t S C2 SFC: $ /'GO" 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 Al May be Required c. Other: "WORKING TOWARD A DET1 .EE VIfOrMENT" �a1 SEWER IIDlIST1211C71 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability by certify that the above sewer agency information is true. This certification shall be valid for one year e date of signature. /14 n a5e -✓' Title 14816 Mill. ,' Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242 -1527 Va6/c, w r?i',Y';VIVI:}.t4u " 41',W 1 1 , 4t;'?ki rov!P:i�M�+;!+�1;:75�'NS.tia• .�iar?YJ�+YINS�:�Y? xrc.nro �.�....,�.T..., 1432 2Qrd-,296 7345 03/25/02 12:02 FAX 206 296 7t .,._, KING COUNTY CASH MGT Peget 1 Document Name: Smaaionl TR12 ACCOUNT NUMBER: TAXPAYER NAME; SHORT LEGAL DESCRIPTION; * LAND ZONE ACTUAL JURISDICTION SQUARE FEET WATER SYSTEM SEWER VIEW OPEN SPACE TIDELANDS WATERFRONT FEET WFT LOCATION WFT BANK WFT RIGHTS ONLY 16117 16127 47'- -84.01 2 16203 16211 nj f19 - 23 16217 f 16221 4428 DATA * LDR Tt7Xt0ILA 15000 WTR DIST PUBLIC NO LOT 27 BLOCK 5 D U I * * * * * * ,• • * * * BLDG SO FOOTAGE DATA FIRST FLOOR 720 1/2 FLOOR 2ND FLOOR UPPER FLOOR TOTAL BSMT FIN BSMT BSMT GARAGE TOTAL LIVING AREA 720 ATTACHED GARAGE 290 UNPIN FULL FLOOR UNFIN HALF FLOOR • KING COUNTY DEPARTMENT OP ASSESSMENTS REAL PROPERTY CHARACTERISTICS PROPERTY ADDRESS; 4724 S 164TH ST 98180 QTR; NE SECT; 27 TWN: 23 RNG; 04 FOLIO PLAT; MC MICKEN HEIGHTS DIV NO. 02 L D I N G DATA ROOMS BEDROOMS FULL BATHS 3/4 BATHS 1/2 BATHS DINING OTHER ROOMS ACCESSORY IMPS POOL AREA POOL CONSTR DET GARAGE AREA CARPORT AREA r MOBILE HOME NEXT ACCOUNT: 537980 0472 0 y -- TER- PFI-- PF2-- PF3- -PF4 -- PPS-- PF 6-- PF 7-- PF 8 PF 9-- P F10- PF11- PF12- PF13- PF14- PF15- PF16- PF17- PF18 -PF 1ou (1)16038 16041 V) mu/ h' 16039 16042 ' 16038 4901 4905 1 4913 4921 :z16415 ?'4917 _ - H16415 MILLG20 16046 F20 N 1 /9 N. F. 77 -23 -4 16048 Co E19 -3 149 -8 027 00 • * • * * • BUILDING 1 MISC BLDG INFO 2 YEAR BUILT 1 GRADE #STORIES $LIVING UNIT is BRICK 4 STONE DAYLIGHT DSM HEAT SOURCE HEAT SYSTEM 4907 160 8' 16218 16226 16232 (� 16238 S'{It�XYtf 16049 16227 16037 ` "MH G1'9 16051 195' -8' S -4037 16205 C S 16211 y 16219 MH 1 • - 5 16249 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ACTIVITY NUMBER: D03 -068 PROJECT NAME: MARSH RESIDENCE SITE ADDRESS: 4724 SOUTH 164 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 02 -28 -03 Revision # After Permit Is Issued DEPARTMENTS: 410 Bull i ) iiv Publi�,� � 1 / l Jr 4- APPROVALS OR CORRECTIONS: Documents /routing slip,doc 2 -28.02 PLaREV1Ecaa+ING SLIP Tervi" Ave. 7 -3(7)3 Fire Prevention Structural Incomplete ❑ Planning Division 4-' i] ❑ Permit Coordinator PERMIT COORD COPY tyt DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -04 -03 Complete [`7 Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route 2/ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 04 -01 -03 Approved ❑ Approved with Conditions [ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • LOT 2. 4/24 5. 164 PM IT * Dm- 151 APORDVIV. 6 7- S. ta. ther.su.dt : 511 58e$04 - TIWAPOILNICT •O%1004 00114740 L. Ellialwro IS" pap CL fivN cow These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards or oral' anceL The responsibility fb. for the adequwy of the 1110lovaly with the desig' ner. Additions, dal:dons cos, *ip after this das will *felt and will require a tesubmittal of tern for subsequent approvaL PERAir often Final acceptance is subject to field inspection by the Public Woks utilities inspector. Date: By •••■■•■• general notes site work concrete carpentry insulation and moisture protection doors windows and skylights mechanical js marsh residence architects northwest F'RAM'ING r to O DI 4ENS ON Z - FLASHING WOOD TRIM OPTIONAL 6" MIN. 30" MAX. (I) *4 BAR 8d ® b" SHEATH TRUSS PER Pi-6 10 • 4" 0.0 S--+ AR WALL ;SEE P- ANSI FIN! 5H PER ELEVATION OVER LB. BUILDING PAPER OR *,.. AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN CONTI NUOUS —I I it ? Q TI GHTL I NE • f STORM DRAIN IF REQUIRED -1 , • 2 1 4" DIA. PERF. FOUNDATION DRAIN FLR. JSTS. PER PLAN —; 1� I I =;111 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS 4 7" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS ® 48" O.G.) *4 BAR VERTICAL • 18" O.G. IN/ ALTERNATE BENDS 4 HORIZONTAL • IO" O.G. 6 MIL. BLACK V. B. =1 11 =1 � I =1 I .. =:71 III ll •- 4 • Ir II• II• I I I 611 FOUNDATION WALL 4 BAR VERTICAL • 18" O.G. W/ ALTERNATE BENDS II• • 4 • 0 (2) *4 BAR CONTINUOUS 45" 6" )(5" I TRANSFER DETAIL • • • • • • -• 11 . ' • - I "li I ' 1I1 — = 111 = 111 - 111 =111 � 11 I ;III =11 ; I I f1 II1 Iit ; III_ III_II1. I . I I I I�11 i 11 •-°. -�- i •� -� - (2) *4 BAR CONTINUOUS 8 " k4 "*, HOUSE /GARAGE FOUNDATION MALL 8d06 SHEATH TRUSS PER PI-6 PROVIDE INTERMITTENT FRAMING AS REQU I RED FLR. JSTS. PER PLAN 2X P. T. SILL PLATE NI/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX FROM ENDS 4 1' MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X IO" ANCHOR BOLTS • 48" O.G.) it HORIZONTAL • 10' O.G. 6 MIL. BLACK V. B. o - • a . o - . o - . . . o r • 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T4&. PLYWOOD SUBFLOOR GLUED 4 NAILED d FR,AMI N5 4 FOUNDATION DIMENSION INSTALL 5/8" TYPE 'X' G.W.B. 4" CONC. SLAB OVER 6 MIL. BLACK V.B OVER 4" GRANULAR FILL !1 • SCALE . I" = l' -0" • SCALE : I" = I SI• . SG A-E N1./ TO SCALE E z I LI6HT)I&HT VENEER 0/ 4ATHIPI6 !RAMING 4 FOUNDATION DIMENSION 2 FINISH PER ELEVATION OVER 7 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN NERVASTROHL OR FLASHING FOR WATERPROOFING 4" CONC. SLAB • 4 - STUB OUT *4 BAR X 24 " • 18" O.G. (I) *4 BAR CONTINUOUS 4" DIA. PERF. FOUNDATION DRAIN Q I O (I) *4 BAR CONTINUOUS 6 MIL. BLACK V. B. 4 *4 BAR VERTICAL ® 18" O.C.. I I= •• 1 '1 • W/ ALTERNATE BENDS _I 1 I lit 4 HORIZONTAL • 10" O.G. .1I u II 4 • 411 ' • l 111 -Iii =111 a 'Li µ I_I 11 —)11, � I FLR. JSTS. PER PLAN • A/4",40. 8„ 4.4"die d" INTERIOR STEM WALL 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED I NAILED TV V FLR. JSTS. PER PLAN 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX. z FROM ENDS 4 1" MIN. ' X EMBEDMENT (ELSEWHERE USE 5/8" DIA. X IC" ANCHOR BOLTS d� 0 48" O.G.) �- -6 MIL. BLACK V.B. _ • • . =II 1: I I I__ _ • ! - (2) *4 BAR CONTINUOUS 6 " FOUNDATION WALL NU SLAB BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED �T T ♦ ♦ T T T T 7 T 7 T 7 T 1 li SOLID BLOCKING �► 2X P. T. SILL PLATE W/ - I ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS 4 7" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS • 48" O.G.) *4 BAR VERTICAL • IS" 0.C. W/ ALTERNATE BENDS 4 HORIZONTAL • 10" 0.C. 1 =111=1 I { _I El I1_. li 11;1 11 2) *4 BAR CONTINUOUS S +ONE c..„944, PAR "'"'":"E 'r "AR r ' B MORTAR ...02 1'iT 12 SHEAR TRANSFER DETAIL • • i 4 • • • • 4 • w• • V I • 4 • t • • . SCALE • I" = 1' -0" SCALE : I" = I' NOT TO SGA -E NOT ":"0 SCALE LI&I4TV'EI&14T VENEER 0/ GOPRETE ERAM�tG 4 FOUNDAITION DIMENSION FINISH PER ELEVATION OVER 1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z -. FLASHING WOOD TRIM OPTIONAL 6" MIN. 30" MAX. �-- (I) *4 BAR CONTINUOUS I cif X I O 4" DIA. PERF. FOUNDATION DRAIN TI GHTL I NE STORM DRAIN IF REQUIRED I ' I= • � 4 HORIZONTAL • 10" O.G. 11=1 1— = 1I Ij • I-+— 6 MIL. BLACK V. B. . I I cv BOTTOM OF BEAM ROOF FRAMING MEMBER PER PLAN ;I ilIl • 0 ° ''' •� ~' ( 2) *4 BAR CONTINUOUS • 4 • SI' FOUNDATION MALL MAIMS IN WM= SOLID BLOCKING —gal (2) SIMPSON A34 FRAMING ANCHORS • EACH POST rl l l III f ' E: I I_ I I I —I I IE ►= 11f SHEAR WALL PER PLAN 8d NAILS •6 " O.G. THROUGH SHEATHING INTO LEDGER en :1/4 / SLOPED HANGER 12' Ibx 2 D c 406 G F 4 x 4 BRACE 4 4 • 4 3 -0" I 8' BRACKET DETAIL 4' "4' 8„ 4",,le FLR. JSTS. PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED 4 •• • • 1'_4" 4f 8 CONTINUOUS FOOTlNc' SHEAR TRANSFER DETAIL — 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED FLR. JSTS. PER PLAN 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX. FROM ENDS 4 7" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS ® 48" O.G.) *4 BAR VERTICAL • 18" O.G. W/ ALTERNATE BENDS 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT ' NSULATION PER PLAN BEAM PER PLAN 2 X 4 CLEAT EACH 5I DE SCALE : I" = 1' -0" P. T. POST PER PLAN 6 MIL. BLACK V. 5. • • 1 =1 11=1 {-i l 1= 1II_ 2) *4 BAR CONTINUOUS SCALE : I" = 1 2x FIRE BLOCKING (2) Ibd NAILS • EACH STUD 2x BLOCKING BETWEEN STUDS 2x LEDGER (ONE SIZE LAGER THAN FRAMING MEMBER), OR SOLID BLKG NOT TO SG ASE SG■1/4.E r s i ..,C. I iO FRAMING 4 FOUNDATION DIMENSION FINISH PER ELEVATION OVER 1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN NERVASTROHL OR FLASHING --\ FOR WATERPROOFING 4 GONG. SLAB 4 STUB OUT *4 BAR X 24" • 18" O.G. —� . . __ TT • I. II I *4 BAR VERTICAL • 18" O.G..1 1 foil (I) *4 BAR CONTINUOUS 4" DIA. PERF. FOUNDATION DRAIN c_ 4) SI' FOUNDATION WALL W/ SLAB X tri OC ` 1 1/4" DIA. MIN. X z in 0 z O 9" MIN. if TREAD • • • v C.-ONT. HANDRAIL C9, INTERIOR STAIR 14 SHEAR TRANSFER DETAIL I 1:::)113) N 2x F.RE BLOCKING eid b*A ...S • 6• CI Ik 0 R..A.'` tics N WOF 5k+EAT V WHAM" FAR. nrs. PER PLAN • 4 ••4 _, - 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX. z FROM ENDS 4 1" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X IO" ANCHOR BOLTS dl) • 48" 0.G) `.fib MIL. B AK V.B. • 4 II • . LI • 4 • • 4 *4"01,, $N 414, 2X4 THRUST BLOCK NOTE: SPAC I N6 BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE A MAX. OF 4" CLEAR SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING BALUSTERS TO CONFORM TO UBC SEC. 1006.4 4 50c1 • • 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN i-- 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED II -- -- " 6— (2) *4 BAR CONTINUOUS BELOW STAIR INSTALL 5/8" TYPE 'X' G.W.B. (2) LAYERS • CEILING, (I) LAYER o WALLS (3) 2X12 STRINGERS FIRE BLOCKING • MID -SPAN TYPICAL ROOF DIAPHRAGM 9 5IEAR TRANSFER DETAIL • SCALE . I" = I' -O" PER PLAN NOT TO SCAL NOT TO SCALE 2x BL‹. BETPIEEN (2 'JW • VAC** T TG SGAe..E Nic FRAMING 4 FOUNDATION DIMENSION FINISH PER ELEVATION OVER LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FLASHING WOOD TRIM OPTIONAL 6" MIN. 30" MAX. L - s\ (I) *4 BAR CONTINUOUS■4 II i -Ili - 111 111 I II • X UEW i ��� ; Q TI&HTLINE 1 - I I I LI 11 I I STORM DRA . IF REQUIRED -1I II r�i 11 I___-1 !! . u `- HT: T r 'l,t. } 4" DIA. PERT. FOUNDATION DRAIN 5 GARAGE FOUNDATION WALL (3) I6d NAILS EACH TRUSS NN\11111111111111141 N ME GU' BATT I NSULATION — PE PL SIMPSON 14-I SEISMIC TIE • 48" O.G. 2x STUDS PER PLAN BATT INSULATION PER PLAN CO)FLAT CEILING b EAVE 2X4 NAI (2) 2X4 s obh.„ ■-„„ itN,„ N s", SKYLIHT 16,d I6 ! 6' CC PER PLAN (2) 2X4 2X4 INFILL FRAMING 5/8' TYPE 'X" eSA.B. • IA N 6 " I e,. a • • ••• ••• ••• ••• • •• •: • • • a • a • • • • a •• I (1_ 111 =1 I 1 - . _111111 I 1 1I11 111- •' I ' 4 i1.1 • ' � - ' -- '"�`- (2) *4 BAR CONTINUOUS ROOFING MATERIAL PER ELEVATION OVER BUILDING PAPER 4 SHEATHING PER PLAN ROOF FRAMING MEMBERS PER PLAN CRICKET ■ sks N. tis BATT I �ATI ON ■ ,, , . A ta a Ix 1 4 �,, i V - -8d NAILS 0 6" O.G. 2 X 6 BUILT -UP CURB I ii O SFEAR TRANSFER DETAIL 2X STUDS A fi 2X P. T. 514 ANCHOR = WALL SC ;Jo �,,f_ FROM EN. EMBEDME • �' 5/8" DIA. •, •48 " O.G.- W 4" CONC. SLAB • VER 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL 4 • • • OVERMANS PER PLAN • RAFTERS OR TRUSS BEYOND 16d ' d • • ...10 5" i �.�5"v ▪ a *4 BAR VERTICAL • 18" O.G. W/ ALTERNATE BENDS 4 HORIZONTAL 0 10' C.C. SCALE • I" = 1' -0" INSULATION BAFFLE TO EXTEND 12" ABOVE INSULATION WITH 1 1/2" CLEAR AIRSPACE _TENT BLOCKING ED / (3) 2" DIA HOLES ER 24" 0.G. FASCIA BOARD PER PLAN CONTINUOUS FINISH PER ELEVATION OVER LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHINtS PER PLAN SKYLIGHT SIZE PER PLAN W/ 4" MIN. CURB FLASHING AS RECOMMENDED BY MANUFACTURER. (2 LAYERS LAMINATED GLASS 0 +12 A.F.FJ 2 LAYERS TEMPERED ant al vow^ FEB 2 8 2003 on z -v .1 z " x Li c za i ' tin Lu l '''''' LLI co 1: cn Z D : a 1111 co SVC) lita 4;\ co 0 gat in cc cu itr cc z ot t i • \ (1) ( I 1 c . "•: 4 . 9 :A -7 Po 30 edil A RCH ITECTS P AYME N T OP FEE EACH " STRUCTURE $UL T IS O DUE M T ESE " ANARCHITECTS 5 T HESE �LAN5 ARE USE COPYR IGHTED r IN ACCGRACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION SY METHOD O F ALL OR PORT10N5 dF THESE PLAN VA RIAT THEREOF WITHOUT WRITTEN PERMISSI• ROHIBARCHITECTS NORTHWE ST. INC. IS S1RIC1L Y DRAWINGS AND PLANS SET P FROM ARE. AND SHALL REMI ITED THESE DRAW N N. THE PROPERTY OF FORTH ON THIS SHALL M A I INGS A ND OF SERVICE ARCHITECTS NORTHWEST, INC, S—f3 -.' J ET • rt �;� iLtrzipor -- .0 $T .• Of S1NFIGTON 3/14/01 1' 2iia 1 NORTI—IWEST 18915 -142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE (425) 485 -4900 FAX (425) 487 -6585 } TOLL FREE: 1 -888- 272 -4100 WWW.ARCHITECTSNW.COM PLAN M2400A2F 2 L AN MIMI p • 4 4 i s d" I N /l i Igi g NOY0 k a 0 A —n ��I� J ;i � 1 "1 P 1 i,‘10'; r rri 1 ; i .6 ae Aqi � �� 7 d il i: I 1 k414i 4 W I ij le Ad I i M H 0 11 el 4 4 * D w Ii 0 0 ta3 cZ) %*4 1 1Z) "iiiiiOr 1 `''l iitt ilciArd!il ii R 07 ,il 'i . ti 4 ilM PO 91 Y i l i 14 t i ; 1 d , N i • f 6 I 0 ! ! 1 r i 4 4 211 0 i crill 1 if a os 0 71 - A) 3 z z CP &O <• DD IR z r• 0.5. 13 z lI r p § RAKE 0 PI -4 20'_0" 16 R.O. 18 -0" x O L II O Da Z � , W rt k) I' -10 1/2 FT 0 D ® z r - ; �rt D 2 1_ 0 ' _AV 4 50' -O" OVERALL FOOTPRINT 3 1_ 0 " —. 4x > DP 1' -6" 3 1_ 0 11 4 1_ 0 11 10' -O" LINE OF WALL ASV. r 0"• Ao 40 NI r()e 50 -0" 12 8 1_ 0 " O 0 (' 4 1_ 0 11 41_0' i 7 �11 O C' 2'-O" r \1 i I i C3 r N 10 -Orr D: z4 I : 0 XJ 4x8 D.F. 4 D.S. 2' -O" w. i _ FILL 4 COMPACT FOR _ 4" CONC. SLAB II 18 1_ o 11 I 8 -0" 12 ,_ 0 " MAIN FLOOR - Et) 8' -1l 11 ABV. 2' -O" UN I • &ABLES I. TYP. STRUCTURAL 6A STRUCTURAL &ABLE END TRUSS COMMON TRUSS COMMON TRUSS RIDGE PER PI -8 10' -O" LONG BL OCK S SHEATH TRUSS BLOCK 4 SHEATH TRUSS PER PI-6 I0' -0" ON& LINE OF INT. VAU LT - SPECIAL 5G I SSOR TRUSSES • 24 11 0 . lalAU • ® 24 0.C. SC 15SOR TRUSSES kuIII iI111Pk'll 7kl IIUi:liI t II 'I.. I I 'I III U I'li& ::d i a IU11u I ll.+ i!uli.11hil ..1'111 ! I IL.IiJI'.7 D.S. 5048 Gs • z O REGISTERED // ~461 r 0, • s",„ t f. a Ivor asn • *r oixc • - r . • oixc *s.isr NOTE TAE SHEAR vAt., 5 At T5 Ta.E NW DAMP ON ME ;At OF ad PP419JMATIr 1 ORS'd L5 inrtho A vorid~4 SPANK DtAMEr 19 OF 0 0t9'_ !LOCK ALL •AMEN,. wi S w44. smAckfts s row ALL Pmea. James sPAGE 114Acs • k3 O Ai.opia gpernotspiArt roirAmwoo AT Dance scow SPEIVt P111LLS. OfeSET SIPiENTWIdi JOPPIT ire ONE ether !'" reyduw 4ac 134.000.46 SEAT$ SILL PLATE 'I'M MACS +,ST L rcr 0 I Y I I P + - 9 i v : 5a PL.F v2" l it:r 7 OR 05b EGUA L 1^t' bd (& 4) P 'i L5 • '7" o. G I 3�'8 " • 42" O c Ss/B &_ • SO' 0G ro Gamic USE *N 3" NOMINAL STUDS • N:)..10 •&46 6 PA+ : 1 Il I °" -4 v _ 304i. °iF I 42" PLI'191000 OR 0 5 d EGUAL PC' bd (6 N) P1AiL5 • 4" O G ! i - lead MALLS • 4' O G OR 5/b' AB • 36' 0,C, TO CONC, 1 0 1-6 d it at 1 °L ; v �°L" 2" ''PrOOO OR O Se E AR. 1 bd X6+01) ►+1AtL5 • 6' 0 C I I i r8d ' ' • 5' O C OR 5/6" AB • 46 O C 1 "0 CCIPIC t ARCH ITECTS PAYMENT OF FEE IS DUE ARCHC ?S NORTHWE INC PRIOR TO CONSTU� Il TIUN FOR EACH ST BUJL" FROM 'HE';t PLANS COPYRIGHTED IN A R THESE PLANS ARE C '`COnAE NC WITH FEDE RAL STATUT REPRODUCTIQN BY tTE ANY , VARIATIONS TTHEREOF T WRI TEN PERMISSION FROM ARCHITECTS NORTHWEST, INC: IS STRIC ?I. T PROHIBITED THESE DRAWINGS AND PLANS SET FO.OH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWES', INC HI s !fib P"LF V'2'' POW= OR 05B EGUA . VW bd MOO MAILS • 2' O G 3rlYKS" LA6 L_6 Winere • •' OG_ Olt 54!) AB_ • 24 0 G. TO G . LSE ► 3' > STUDS • ael•E i PAS WOES . ��46 ♦ STERED It• �� J � ► � ' �/� , �� y_ fF * � � RUtrj � * 2*6 P — N1ORTHWEST 18915 -142N A VENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: (425) 485 -4900 FAX: (425) 487 -6585 TOLL FREE: 1- 888 -272 -4100 WWW.ARCHITECTSNW.COM 1 Y' dieR EET ST WASH TON 5/14/01 - NOTE TAE SHEAR vAt., 5 At T5 Ta.E NW DAMP ON ME ;At OF ad PP419JMATIr 1 ORS'd L5 inrtho A vorid~4 SPANK DtAMEr 19 OF 0 0t9'_ !LOCK ALL •AMEN,. wi S w44. smAckfts s row ALL Pmea. James sPAGE 114Acs • k3 O Ai.opia gpernotspiArt roirAmwoo AT Dance scow SPEIVt P111LLS. OfeSET SIPiENTWIdi JOPPIT ire ONE ether !'" reyduw 4ac 134.000.46 SEAT$ SILL PLATE 'I'M MACS +,ST L I .2 "Arrcee. ar 65 soles ra ? rws Y I I P + - 9 i v : 5a PL.F v2" l it:r 7 OR 05b EGUA L 1^t' bd (& 4) P 'i L5 • '7" o. G I 3�'8 " • 42" O c Ss/B &_ • SO' 0G ro Gamic USE *N 3" NOMINAL STUDS • N:)..10 •&46 6 PA+ : 1 Il I °" -4 v _ 304i. °iF I 42" PLI'191000 OR 0 5 d EGUAL PC' bd (6 N) P1AiL5 • 4" O G ! i - lead MALLS • 4' O G OR 5/b' AB • 36' 0,C, TO CONC, 1 0 1-6 d it at 1 °L ; v �°L" 2" ''PrOOO OR O Se E AR. 1 bd X6+01) ►+1AtL5 • 6' 0 C I I i r8d ' ' • 5' O C OR 5/6" AB • 46 O C 1 "0 CCIPIC t 1 SHEAR wAL HI s !fib P"LF V'2'' POW= OR 05B EGUA . VW bd MOO MAILS • 2' O G 3rlYKS" LA6 L_6 Winere • •' OG_ Olt 54!) AB_ • 24 0 G. TO G . LSE ► 3' > STUDS • ael•E i PAS WOES . 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II,II�I�t: °`' � III \S�: I _ I 4+:✓♦+ I+ i +�.4,ili,, I:,�I•:.I ��'' i► J__ S I•c3C # q ARCH1TECTS PAY OF USE F E£ 1 DU E AR CH TECTS FOR NORTHWEST, INC PRIOR Tp CONSTRl1 E PL ANS EACH STRUCTURE B R THESE CH TUIt T FOM E A� THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL ` STATUTES REPRODUCTION !3Y ANY MET O AL OR P O RTIONS O F T HESE PLAN VARIATIONS THEREOF WI THOUT WRITTEN PERM'S T I I 1 Y PROHIBITED ARCHITECTS NORTHWEST, DRAWINGS AND PLANS IO SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPEF2T I Of ARCHITECTS NORTHWEST, INC 5046 V Al �J� j' �� ��� � IT _ . : J T WTA' • W TON 02/12/03 1Ct�ri Xd I . t vc* R T 1 -1 W E S T 18915 142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: (425) 4854900 FAX: (425) 487 -6585 TOLL FREE: 1-888-272-4100 WWW.ARCHITECTSNW.COM _ -i PLAN m2400A2F.2 • • s , 0 w 4 i of • /Z1 rn D rn r rn { D 0 z rn rn r Fl { D O z tt I ii r;$ A b -11" • 25'_4 1/2" e 1 1 11 \t 1 Tr 7 0 I - 4 1/2" vqs mq rn r r 0 z z rn T 0 z 0 z III: ■ Ins 1 Inter li n a i ■ nun= II drama: • nln 11111111111111 II 6xI2 BEAM IV 2x6 BRACKET C 16"x50" LOUVERED # -"*-- COMPOSITION SHINGLES D 4 SKYLIGHT 1 '. 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REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS Of THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERM■55iON( FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, [NC. 920 64 s 1 Req'd Provide 1/2 venblabon at eaves 1/2 above m ant 8r min 3 ft above eave vents VAULTED CEILINGS Eave Ventilation PROPOSED PERCENTAGE GLAZING 17.96% ABOVE GRADE WALLS Bedblock ng = Eave Vent labon Req`d = Provide Min Ventilation Provided = MAX. VERTICAL U -VALUE ALLOWED 4 - 1 si I l f - 25 reduction = 92054 s / 2 ' s i r I f = 131 t f ibrd7locking Ventilation = 462 -5 s is greeter than 3 53 s i i i 1130 31 ! f 462 76 s E 460 32 s i Req d R11 PROPOSED VERTICAL U -VALUE 0.38 FLOORS OVER UNHEATED SPACES 7 Albc Roof Jack _ Upper Venblabon Req`d = Q • m o d e Ventilation Provided = MAX. OVERHEAD U -VALUE ALLOWED 49 s 1 each - 25 sa'een reduction = 920 64 s i 12 is, of eac'.�t% vent = 73 -7 n o o f tanks Venblabon = 477 -5 s I is Beater than 36 75 s . eat 12 53 vents 4 7 7 7 5 s , 460 32 s ► Req'd z PROPOSED OVERHEAD U -VALUE ;; :. [ hi= 40o 4 :'C4_ 1 . ♦-: 11211.14 s_i. Regd S.H. IIC ' 048, AIR YES ROOF VENTILATION CHAPTER 6 PRESCRIPTIVE Standard Truss 1 Scissor Truss Roof Framing Assembly: OPTION NUMBER Roof Area Venblabon Required CEILINGS 1918sf 1918 s f x 144 si i s f: 300 = 920 64 s 1 Req'd Provide 1/2 venblabon at eaves 1/2 above m ant 8r min 3 ft above eave vents VAULTED CEILINGS Eave Ventilation PROPOSED PERCENTAGE GLAZING 17.96% ABOVE GRADE WALLS Bedblock ng = Eave Vent labon Req`d = Provide Min Ventilation Provided = MAX. VERTICAL U -VALUE ALLOWED 4 - 1 si I l f - 25 reduction = 92054 s / 2 ' s i r I f = 131 t f ibrd7locking Ventilation = 462 -5 s is greeter than 3 53 s i i i 1130 31 ! f 462 76 s E 460 32 s i Req d Upper Roof Ventilation PROPOSED VERTICAL U -VALUE 0.38 FLOORS OVER UNHEATED SPACES 7 Albc Roof Jack _ Upper Venblabon Req`d = Q • m o d e Ventilation Provided = MAX. OVERHEAD U -VALUE ALLOWED 49 s 1 each - 25 sa'een reduction = 920 64 s i 12 is, of eac'.�t% vent = 73 -7 n o o f tanks Venblabon = 477 -5 s I is Beater than 36 75 s . eat 12 53 vents 4 7 7 7 5 s , 460 32 s ► Req'd Use : ruminirwurm) Use : rwrirrim ) PROPOSED OVERHEAD U -VALUE 131 LC bwdbiotking. Ventilation z 13 -7"`117 goof Wit,. Ventilabon : 4SZTS s.i. 477.75 s.i_ oSM Mat. M 11 .S1 s.i IS GREATER THAN : 11211.14 s_i. Regd 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE PROPOSED INSULATION OPTION NUMBER III CEILINGS R -38 MAX. GLAZING PERCENTAGE ALLOWED UNLIMITED VAULTED CEILINGS R -30 PROPOSED PERCENTAGE GLAZING 17.96% ABOVE GRADE WALLS R -21 MAX. VERTICAL U -VALUE ALLOWED 0.40 BELOW GRADE WALLS (INTERIOR) R -21 PROPOSED VERTICAL U -VALUE 0.38 FLOORS OVER UNHEATED SPACES R -30 MAX. OVERHEAD U -VALUE ALLOWED 0.58 SLAB PERIMETER R -10 PROPOSED OVERHEAD U -VALUE 0.54 DUCTS IN UNHEATED SPACES R -8 MAX. DOOR U -VALUE ALLOWED 0.20 VINYL S.H. PROPOSED DOOR U -VALUE 0.20 AIR YES FOYER 1 1.50 5.00 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 7.50 2.625 FOYER 1 4.00 2.50 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 10.00 3.500 LIVING 2 3.00 6.00 MILGARD VINYL S.H. 5220 1/2" AIR YES 0.39 36.00 14.040 LIVING 3 2.00 2.00 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 12.00 4.200 DINING 2 3.00 6.00 MILGARD VINYL S.H. 5220 1/2" AIR YES 0.39 36.00 14.040 KITCHEN 1 4.00 3.50 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.39 14.00 5.460 NOOK 1 6.00 6.83 MILGARD VINYL S.G.D. 5621 1/2" AIR YES 0.35 40.98 14.343 FAMILY 2 5.00 5.00 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.39 50.00 19.500 DEN 2 3.00 5.00 MILGARD VINYL S.H. 5220 1/2" AIR YES 0.39 30.00 11.700 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING- 3.00 5.00 ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X .005882 = 14.12 MAXIMUM KW OUTPUT OTHER FUELS: CONDITIONED SQUARE FOOTAGE X 20 = 48000 MAXIMUM BTU OUTPUT BEDRM 2 3 3.00 5.00 MILGARD VINYL 'S.H. SKYLIGHT 5220 1/2" AIR YES 0.39 45.00 17.550 MSTR BEDRM 1 8.00 4.00 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.39 32.00 12.480 MSTR BATH 2 5.00 3.50 MILGARD VINYL SKYLIGHT 5320 1/2" AIR YES 0.35 35.00 12.250 MSTR BATH 1 2.00 3.50 MILGARD _PIC. VINYL S.H. , 5220 1/2" AIR YES 0.39 7.00 2.730 BEDRM 3 1 5.00 3.50 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.39 17.50 6.825 BONUS 2 3.00 5.00 MILGARD VINYL S.H. 5220 AIR YES 0.39 30.00 11.700 STAIRWELL 1 4.00 4.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 16.00 8.640 MSTR BATH 1 2.00 4.00 MILGARD VINYL SKYLIGHT 781 3/4" AIR NO 0.54 8.00 4.320 BATH 2 1 2.00 2.00 MILGARD VINYL SKYLIGHT 781 3/4" AIR NO 0.54 4.00 2.160 ROOM I # OF WND. WND. MANUF. FRAME ,WOW. I MODEL GAS LO -E U -VAL. AREA UA WNDS. W. _ H. TYPE TYPE NO. (1) SUBFLOOR . _ •••.••.•.••. .•. .1 Si.. ••.•. .•••• • 6 0 '• :. :r.'• :11:11Wire.'.:.:.:•:4411:11'41..' :•'!!.'.:. '.'•'.'. :. :.'.:.'!.'.'.'.'•:. :. ; S' .. • ,• r • � r • ii.• • • O• •.•.• 11.0.111110.111• • •. _•.• C r.:.: s: i..:.:.:•: ••:.:.:. :.:.:.:•'•r.:.:•:.:.7; . i 3/4" T. 4 G. PLYWOOD VER 2x10 FLOOR JOISTS GRAWL SPACE F LIGHT WELL 1/2" G.W.B. TYP. 3/4 " T. 4 6. PLYWOOD OVER 2x10 FLOOR JOISTS W/ R -30 INSULATION FOYER BEAM PER PLAN Govt) PORCH S INSULATION BAFFLE VENTED BLOCKING P ® uPPER. P ® MAIN MAIN FLOOR 4 SKYLIGHT I V LAM. GLASS LIVING BE AM PER PLAN ILI IEN ELI 118 EA UM WNW' IIN 2-GAR GARAGE P051 a ecAp.as P"_!R PAN - LANE OF GOh1nisiIOUS F00 4 4 SKYL f RT W✓ LAM. GLASS BUILDING SECTION YiYY YYYYi; . UTIL • NERVASTROHL OR FLASHING FOR WATER PROOFING SCALE: 1/4" = 1 "-O° iY iYYYYa YY22 Yl1Y ' BEDRM /4" 7 . I G YrtoOD --� OVER 2x'0 F..00R JO S - S et/ R- htSt;:._A7' 0 � ' CONC. OVER 6 Pa. c.'vs OVER . 6 RAMAAR 5 ..7°E 4 . - O CZ .. : BUILDING SECTION 'B' SCALE. COMPOSITION SHINGLES OVER ISIb FELT OVER 1/2" G.D.X. OR O.S.B. OVER TRUSSES FINISH PER ELEVATION OVER Mb FELT OVER 1/2" G.D.X. OR O.S.B. �► GOV'D POR41-4 MANUFACTURED TRUSSES PER PLAN P • UPPER. 2x6 STUDS I6" O.G. _ W/ R-2I INSULATION TYP. U.N.O WBF: -OOR ° • 6ARAEE CJ' QFF T IOVIN T Q BG''OM OF .AC , c. t`"'A``+ GLAZING SCHEDULE MAIN FLOOR UPPER FLOOR DOORS WITH MORE THAN 50% GLASS i i i i i SKYLIGHTS AND SKYWALLS GLAZING % = AVG. U -VALUE = TOTAL 1 HEATED AREA UA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) DOORS WITH MORE THAN 50% GLASS - TOTAL: AVG. U -VALUE (VERTICAL GLASS): SKYLIGHT TOTAL: AVG. U -VALUE (OVERHEAD GLASS): AREA 430.98 2400.00 168.06 430.98 PLAN M2400A2F -2 WND. TOTAL: 402.98 S.F. = S.F. UA = A 28.00 152.94 I 0.38 15.12 0.54 UA 430.981 168.061 TOTAL 1 TOTAL 2 17.96% 0.39 U -VALUE arraillab FEB ? g 2003 PiRED r • o , � 1y �� • File: D03 -0068 35mm Drawing #1 ICI l I I I I l 1I I I ICI ICI I I ICI ICI ICI I I ICI ICI ICI I IJI ICI III I I ICI ICI ICI ICI ICI I I I Inch . 1I16 I I I I ZI I I I � 3I � I I I 4I I I I SI I � *WEST c0rF® . 56 b6 Z6 H. OR 6 L 9 9 b E We II• EIIIIIIIIIIIII9 IIII1IIIIIIIIIIII I IIIIII1IIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIZ II .IIIIII11. 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DATE File: D03 -0068 35mm Drawing #3 H 'I III 111 Ili Inch 1/16 I I ( 5I I I i 6 I m NVESTCOTT V g + g,8 5L V6 L Zl. b6 6 8 L � 6 w� II I111 IIIIIIIIIIIIIIIEIIIIIIIIIIIIIIII1111I1111I1111OI111111111I6 IIIIIIIIIIIIIIIIIIIIIIIIIIIIII 9 IIIIIIIIIIg IIIIIIIIIIIIIIIIIIIIE IIIIIIIIIIZ IIIIIIIIIIIIIIIIIIII r ma (/)16038 I 3 4921 ! 16 4907 J� 16049 10 P.4822 ( 4830 4 MH r19 -38 MH`F'T= 3 997 = p 8 £ 16051 160 8" 95 —8 S� • 0371 F2044 / /16221 l 16303 s 16217 / MH F1 " - 24\ 16304 I 4561 \ 16218 16224 16312 � . -. i .__ -' I 16303 MH F1 • , 5 1 4630 L____ ------ ; 1 b.51 t3 I = 4626 _.._.� -..... I f :j I 4448 1 4456 I J I 4602 4608 46 E 4704 t # 1 I I I I _t_•4th ST. MH IF19 -47 16212 16061 1620549 F19- 4 16 MH F19 -53 CI c.; L..• 100 K 0 50 100 rwihaMQ.. Awake** Camatifire wo, lea F20 N 1/2 N.E. 2.7 -23 -4 Inch ' 1/16 H3l'lI 6 I AVESTCOTT" y F1 �3 9L ti6 E6 Z6 1l 06 6 gm IIdim I� ���I� 16418 ;. F19 o3I /o /of REV DA