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HomeMy WebLinkAboutPermit D03-167 - CASCADE GLEN - LOT 3CASCADE GLEN LOT 3 13218 38T" PLACE SOUTH D03-167 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600030 Address: 13218 38 PL S TUKW Suite No: Tenant: Name: CASCADE GLEN - LOT 3 Address: 13218 38 PL S, TUKWILA, WA Owner: Name: DREAMCATCHER HOMES LLC Address: 13407 51 AV W, EDMONDS WA Contractor: Name: J A K DEV & CONST CORP Address: 13407 51ST AVE WEST, SEATTLE WA Contractor License No: JAKDECCO23NS DEVELOPMENT PERMIT Contact Person: Name: JAY KEIROUZ Address: PMB 1150, 13618 MUKILTEO SPEEDWAY #D5 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,115 SQ FT SINGLE FAMILY RESIDENCE, 630 SQ FT ATTACHED GARAGE AND 110 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, STORM DRAINAGE, LAND ALTERING, TESC, AND DRAINAGE FOR ROCKERIES. Value of Construction: $ $211,984.60 Fees Collected: $3,065.57 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N doc: Devperm Public Works Activities: Number: 0 Start Time: Volumes: Cut 100 c.y. Start Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N 003 -167 Permit Number: D03 -167 Issue Date: 06/26/2003 Permit Expires On: 12/23/2003 Phone: Phone: 206 300 -6874 Phone: 206 - 300 -6874 Expiration Date:09 /04/2004 Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Printed: 06-26-2003 Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N Private: Public: N ** Continued Next Page ** D03 -167 Printed: 06 -26 -2003 Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: tG `ZG -13 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfor -nce of work. I am authorized to sign and obtain this development permit. Date: C/ •l This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D03 -167 Printed: 06 -26 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Permit Number: D03 -167 ~ Z Status: ISSUED Applied Date: 06/02/2003 J U Issue Date: 06/26/2003 U 0 N co IA J = iF-- w 2 Z = I— O Z U � ( - 2 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any 0 (— construction. These documents are to be maintained and available until final inspection approval is granted. = v h- 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection u p purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. uj Z 0 1 Parcel No.: 1422600030 Address: 13218 38 PL S TUKW } Suite No: Tenant: CASCADE GLEN - LOT 3 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). doc: Conditions D03 -167 Printed: 06 -26 -2003 ,.,., .: , 1,.:.114 4 u. �::a�t>aedtii Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 18: * **PUBLIC WORKS DEPARTMENT CONDITIONS*** z _ J 0 00 U) 0 J F- w �a 23: The Land Altering Permit Fee is based upon an estimated 100 cubic yards of cut and not fill. If the final quantity co exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit I w fee prior to the Final Inspection. z 24: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain z system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope 2 for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing p drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 0 w W L O 26: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of z 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed 0 areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this 0 H period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 25: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. 27: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 28: All conditions of the Hillside Homes a.k.a. Cascade Glen plat approval shall be met. Refer to permit nos. MI2000 -278, L99 -0023 and L99 -0024. The Geotechnical Engineer shall provide certification on a lot by lot basis, including excavations for rockeries, that the workhas been completed in accordance with all geotechnical recommendations. 29: Rockeries shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. 30: Install yard drain(s) and perforated pipe drains along the driveway, as necessary to prevent on -site ponding. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: ��'- --� doc: Conditions D03 -167 �' L lfw�i� 't1 17 , J < ai:t�:ls:t <::rb;N:i es Date: C / �H'l� Printed: 06 -26 -2003 z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Print Name: --Si doc: Conditions D03 -167 Printed: 06 -26 -2003 CITY OF TUKWIL.. Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: ( 3Z- I Tenant Name: CAS C-7c3; Mailing Address: E-Mail Address: 02) Company Name: Mailing Address: S's Contact Person: E-Mail Address: 5 -A.-K. .& Contact Person: E-Mail Address: Contact Person: E-Mail Address: \applications\ permit application (3.2003) 3/2003 L 3 Page I 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** King Co Assessor's Tax No.: An.4 le Suite Number: New Tenant: City Day Telephone. Fax Number: l z -- , O State State Floor: .... Yes E] „No Property Owners Name: Mailing Address IIS o i 3 i 5 1.v.) rt 9 3'5 1 --Y"I'S=b 58o City State Zip Day Telephone:( Ob gezres C, 'At City State Zip Fax Number: 7?-f I Z 4 -4 State Zip Contractor Registration Number: - 3<> CC-. 9? 73. 0 Expiration Date **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** ARCHITECT OF RECORD.- Al!•61 . ans.-niust be stamped by of Record Company Name: Mailing Address: City • Day Telephone: Fax Number: Company Name: Mailing Address: City Day Telephone: Fax Number: ' Zip Zip Valuation of Project (contractor's bid price): $ 136), 19-t p e Y Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? El ..Yes o If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below 2 "0 Floor 3" Floor ;Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport • Detached Carport Deck: • • Uncovered :Deck • Interior Remodel Addition to Existing Structure New l �1� I iD Type of Construction. per UBC v15 Type of Occupancy per UBC_ 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) 1 6 ,2 *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: 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. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes (] ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers El ..Automatic Fire Alarm ,..None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes ❑ ..No If "yes", attach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3 -2003) 3f2003 Page 2 .•1t1 .i•:5++. n';u':.;` %:�aU;}C�i?;J.,4L 2?,xul9 '•`5!S,'•fk!_ an• m UBli . WORKS TERMIT'P ORMATION:: 206= 433 =0179 Scope of Work (please provide detailed information): f .._ S t Please.: refer: to Public Works Bulletin #1 for fees and estimate sheet. District ❑ ...Tukwila Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila Et... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ -- Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ( Lc ..Construction/Excavation/Fill - Right -of -way Non Right -of -way Ef ...Total Cut `..Total Fill cubic yards cubic yards ❑..:Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water Permanent Water Meter Size... ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public \applications \permit application (3 -2003) 3/2003 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line I t f) Call before you Dig: 1- 800 - 424 -5555 WO# WO# WO# Private Private ❑ -- Highline 0 -- Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ . Work in Flood Zone Storm Drainage Page 3 ❑ ...Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ... Deduct Water Meter Size S , FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip : Unit Type: Qty Unit Type: Qty Unit Type: :.Qty Boiler /Compressor: Qty Furnace <100K BTU l. Air I Unit >= 10,000 CFM I Other Mechanical Equipment 0 - 3 I -P /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 KU Floor Furnace Ventilation Fan Gt 15 - 30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent I Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind 1 ECHANICAI PERMITINFORMATION 206- 431 -3670 , i4kidiiiNteithcairRo1CTdR h 4S ATl Company Name: Mailing Address: Contact Person: `Y � ' E -Mail Address: �'� QS-t} e L. c � Contractor Registration Number: c)�� �� CG 'Z 3 N S * *An original or notarized copy of current Washington State Contractor License must be presented at ti Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): I Accy Use: Residential: New ....RI Commercial: New .... fl BUILDING OWNE AUTHORIZ Mailing Address: ENT: Replacement .... ❑ Replacement ....11] Print Name: i %4 ` > City City Day Telephon Fax Number: Expiration Date: `j/ State e-4 Zip e time of permit issuance ** Fuel Type: Electric 0 Gas Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES = Applicable to all permits in this application Value 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 I-IEREBY 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. 41 P Signature: ' Date: 6,77. (a Day Telephoned G A 71--t State Zip Date Application Accepted: - „? -C)3 Date Application Expires: Staff Initials: i \applications \permit application (3.2003) 312003 Page 4 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600030 13218 38 PL S TUKW CASCADE GLEN - LOT 3 R03 -00778 SKS 1165 TRANSACTION LIST: Type Method DREAMCATCHER HOMES, LLC Payment Check 2213 BUILDING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Description RECEIPT 000/322.100 000/342.400 000/345.830 000/342.400 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Amount 1,761.95 Account Code Current Pmts 1,620.95 37.00 23.50 38.00 38.00 4.50 Total: 1,761.95 D03 -167 APPROVED 06/02/2003 Payment Amount: 1,761.95 Payment Date: 06/26/2003 11:16 AM Balance: $0.00 99.43 06/26 9716 OThL 300862 Printed: 06 -26 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600030 1321838 PL S TUKW CASCASDE GLEN - LOT 3 R03 -00678 SKS 1165 Payee: DREAMCATCHER HOMES TRANSACTION LIST: Type Method Description Payment Check 2188 PLAN CHECK - RES PW BASE APPLICATION FEE RECEIPT Account Code 000/345.830 000/322.100 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,303.62 Current Pmts 1,053.62 250.00 Total: 1,303.62 9212 06/03 9716 TOTAL. 1303.62 D03 -167 PENDING 06/02/2003 1,303.62 06/02/2003 11:35 AM $1,763.95 Printed: 06 -02 -2003 177:17. '''' • • `4• (eA • .s; t;,,t Is • " 7. 7.77,7 77.77- et Name • (J </ ( e L7 3 Address Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: • Monitor: Pre-Fire: Permits: Authorized Signature City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 4/ /JP Retain current inspection schedule. Approved without correction notice Approved with correction notice issued FINALAPP.FRM Rev. 2/19/98 5 Fe Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No. Li-- Suite # . 1 Date / T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575•4404 • Fax: 206-575-4439 • • •• ••• rya • 4,■1 u J 41 44144 z I w Z ct 2 6 0 co 0 co w W I —J Lij g 5 u_ ° 11 z 1.- 1-0 Z 1- 0- W CI I- I 0 IL I - 0 Z C° 7 - I 00 z Project"- LQ (4AP 6If, 6 3 Type of Inspectio , Lr &2lv, Address: \3-7—) 3S 91 S Date Called: L Special Instructions: Date Wanted: (� ` " 1'� t —03 a.m. p.m. Requester: Phone No: 10 Approved per applicable codes. • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: El Corrections required prior to approval. Inspect Date: 9_ 8 r El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PERMIT (206)431 -3670 COMMENTS: � . J A U IDI I C 1h CVe►0l4DQCc • Ll�ln!'�acr (DSc to 'pc 4rttnn rc� __ b l 2) �'OC 1c.1 h ( , \ r. V, Q $ O v� v , :; . 10 , 14i-' � 1 t .4 ' 1 v\ `►v,v.r.. , on vv. - ui1 A 3.) \ ter 0 I s )--) ..1. - 7 rx4 0 ' Special Instructions: 1G �— 1� a Y✓1 • rt./ S - ` 1 . Y' *4 (!7 exi- r''ra v/� 6.9 f 4 oos P Sk i1v% 1 0 CLI rA t e R \— 3 ...s 3 4/2 ktOr V t n7 60 p P(1 ' GArlv.,0 4 t(if 4T W oe c. 4, re ,, \I-4, Av r r a t/V,� Ali(' 5 t.s, S vter,l� -- P. i L /4,4 - ("4 f � t ici . s.) .- , I 6) Qk� . VQ `PV■ C r t� , Pr qr1r1P \-) .) 1,Pr^ \.p v^ C)v.9r 1�r'tA/ C'� `pYY4 Oor CO 1 , i 'tor I f' , r,rAt, trdwt. WG I( A vNe.P Ty) rCVA rl/)} P g4ect: . Type of Inspection (0 Address: 1 I T d a , PI. s. Date Cal e : 7i/Ch 3 Special Instructions: 1G �— 1� a Y✓1 • Date Wanted: /l (0_? am. Requester: / PoneN T: t 2 i 1 2 OO -- L , &3"11 --t• INSPECTION NO. INS EC TI N RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: \ n j) Date: 9 I R -0 3 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: b! I I ) t At u? , i rs a.,,,,,A r wit 0 . 71 1Acive P hG e r ck- AvY i (0... 10 ('N11i-V' met 4 r d'vor)w■ u \v-._` 4/' U 2k /2 8L) ■RAlkOc \ ( )IQ `, Tit)( ,;- M< . boL r 0 0 w\ t) i t 5 —. pC,4'6 c1,) ' rG E. h \Ovr ctcwA o4' Yvla. �r \?-e ck voOhn sc S ,s or Irv4S r ` S 1 5 '7- 5 0• C. viia.Nc- Requester: 0k Jpo - INNJ6{ Phone No: Pro' t: a. -� � 1� �, 3 T of Inspection -^ f - tr r , 4E Address: Date Called: 1 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: D Approved per applicable codes. ctt INSP RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT, Corrections required prior to approval. Inspecto Date: 9 H 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (206)431 - 3670., COMMENTS: Type of Inspection: lit j Ad r Date Called. i 1 I - V c �..:1 a.m. 03 Requester; , ; l l Qr. X 1 _I !G/ 4 Project: C C I e Type of Inspection: lit j Ad r Date Called. i 1 I - V Special Instructions: Date Wanted: a.m. 03 Requester; , ; l Phop No: w.�.ur.cra.'v;:::.ra�✓ :tiE�:J.V.W.rcSitaL'.� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 5 Approved per applicable codes. lj Corrections required prior to approval. G► .:=• ` 1 44N-1 UK Date: 12_I D3 $X7.00 REINSPECTION FEE REQUIRED. Prior inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspection. Receipt No.: Date: Project: ,.. C ascade Gle of Inspection: • � ha l Address: 1321g 3841.1 P 1 s Date Called: 2_ d 12 _ 03 Special Instructions: L.Ot' 3'? Date Wanted: , 1 -« O S a .m. _ ! p.m. Requester: a y Phone No: 201 - 300- 687¢ , ;1�s;.�.. .. ...,_ El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D03 -/67 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: I Ili ('i tc.'ca & � Q lc fe-t,(MA— ,� � I. WrAkei J f4111. ui �J Inspe tor: vi4( Date: 1)-1 I e n ?� 0$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: (CIWIk1, v4Suf4 ` Vteak c\ Lqr J � � 0 k \-1 r, r 4-6 11101ici - k ■ 0%S v'prt �J) C \'z L ff C 1A 5 r �`I- 'eA -ev ) 4-..) 1'W4i -1 I \/C • f'Cl In 0 C1 O G`A 4 7 - ) 1� Icr,wl- 2 •) G Ira l.. `r) 0(11‘c. o(f -e45 - S 0 P W l '.) -V 1C \A) o \LS r) r4 \ia l pp Pr eject: Type of Inspection: A d ss. Date Called: Special Instructions: Date Wanted: 14 (1 _ R equester: , )1A., L..4 Phone No: . 7-9( 300- - ( o8711- 19 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. Inspecto Date: ) -G� El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro t A Co ( 7 � �((A . 1 P 1� 7 Type Inspection: -E \ 1 ■ i^ C 1 � h S v 6r- 1 Li).- Address: Date Called: 7 Spe�ial Instructions: ctions: Date Wanted: a.m. p.m. Requester: Phone No: 03 42-0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: v) _) , Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Project: ca � ,5 �en Type of Inspection: Pi } Address: 1321 G , 32 46 p Date Called: 1 2. - ` � r 03 Special Instructions: L..01 _3 Date Wanted: a.m. ) 2. —)5— 0 5 p.m, Requester:. W /Preg Kr) ca+ch, Y Morn P._5 Phone No: 206 - 300— 687q Poi -167 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. Corrections required prior to approval. COMMENTS: e lfuj #.04,41,U2..e( M o Ala /lt?.. f r-ii- CtnA.n1 q; TTtW 1 CTr, _ __. / ..► inspe or: '} Date: I)1,s/o El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r COMMENTS: - er C'- {{ ( I/ nvoirA vt,i1c ,^ 1 q v\C Y\Pnv\ r�CA \ S AO+ rn tM (L J e- 2.) Ran v, C( 1 Grt,L,,,— sr4„- ( .A1 1, „r I v\ ,S 1) h \ (Ul✓1 t ‹, f�'F� f ,, 1 , V1 1 .1.) ve,:st., ' I s-\ ....c \,(10V \ on -3 (1A r 0 O i,” n,A ,Avv r(), v ...0,,,,,... `�-''+/N,tttio 2-1,) 1)v �o `i c \ .t i0,r 1St 0 (1 t t va ( r,-,-.,„',..„( A .� J' �( /�'"} 44 � � r S ,) SP gi• Ih A Gi two vy l a (.Q CiCCPSC - 11(\-NP ' ov Ce`0 i C � t bate Wanted: , a.m� Protect: Type of Inspection: • Address: /:,..2/ y 2 r L S Date Called: I 1 7.03 Special Instructions: bate Wanted: , a.m� Requester: _ Phone No: V 206 50.0 -7 17 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit la Eorrections required prior to approval. Inspector: AAr Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: a ■�Ur,.. , Project: , OSCOC\e COlseVI '''' .5 Type of Inspection: -k-4 ' r we LA.)0tUDOGr CI Address: \ 3 2 I A 38 Pi s Date Called: Special Instructions: Date Wanted: a.m. P.m. Requester: Phone No: • INSPECTION RECORD Retain a copy with permit DO 3- R07 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 PERMIT Approved per applicable codes. El Corrections required prior to approval. COMMENTS: \Z - PCvtA \-e 0 Cow p(t vtc C vv cir,••Vo Inspector: \40/1 Date: \ s 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project . G 4CGd -P Gi I pLA 2 > Type of Insp ction: C qp i k i r ,- i.•nsutot -Ct r, Address: Date Called: 1 anstructions: Sp9? Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit X03- up '7 PE ' . (20.)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 4 InG� CA Ut C e. i t i vl t r.. W1 t v\ct rod ►-r, Inspectorr Date: 1 . t9 , 0 2) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P .ct: ( ( n c 9:f(tP � \ 'et Type of In pectin t tcOr J,-rsoL- 4r AT_ (8 , ,?‘ s • Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Doi }o7 PE IT N (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspector` M9 ` - '" - V ceAp l ir. Date: I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W it 2 JU 00 N CO ILI Ill I WO u_ E-2 D a W Z = Z O U O N � I— WW u' O LL Z 0 Z COMMENTS: W el ti .‘ Y\tAe-t4 OA OK ) f COM INek 4rovvIt COY' r rA i MC a n ci Ii\A‘P ( (AC1 if\ : a k I CoTT-ecA ov4 roil( 4,,c' \r‘c, \60-C-0,te Av Date Wanted: CM 776 2_ a.m. Requester: \ / Ph ne No: Project: ( 1 t2e—C/s2j- Cliel4 — l I 3 Type of Inspection: )41( /7/00-0. Address: 13 -.' 1 9 3P -P/ , SO, Da Called: il 0-3 Special InStructions: Date Wanted: CM 776 2_ a.m. Requester: \ / Ph ne No: 1. 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 8' Approved per applicable codes. Inspector: a Date: q 446 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 003 PERMIT (206)431-3670 Corrections required prior to approval. • f:04.L. C :40 • s•■;.:20,A14,4 COMMENTS: / --eG"7 TypA of Insp ction: / - ry� dr 71.F)gia COT S YC�w• r e or / Requester: Phone No: L f 1-611/4 / R() (.P — -bo- 6 g 7 .� t MOAT :f trrA vtn 1 '',r r n 14 -e 4 e \ S 5 .r'O V C\ - P;gject: / --eG"7 TypA of Insp ction: / - ry� dr 71.F)gia ` p 1 s . Date Called: q 1 1 � ,- cial Instructions: � Date Wanted:/' r c� /� p.m. /jf Requester: Phone No: L f 1-611/4 / R() (.P — -bo- 6 g 7 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION w4: jrsr Y 00 PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 Ej Corrections required prior to approval. Inspectof` Date: 9 ‘.s e;...) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje OSC6 JR G . Type o In pecVon: ASI)lex4 Date Called: c i o -o' Address: 0,?-1 3E I S Special Instructions: Date Wanted: — 1 -0- a •m. Requester: Phone No: ifi�R!r✓+.:iJ. °.: ?4C.S'�• .c9: :+: L'��4vr ?;sTiYV`i Yw%: F:. +"� . ..1E '+S''.2�.Y. ��il;�:e"i.l,� x: • . • :'(?�S :+f.'! �F•:S:t 15 - INSPECTION NO. nspector:C i• INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Iii kpproved per applicable codes. Corrections required prior to approval. COMMENTS: QI �� InSV Lt4 1G 11 C Ow \ -ri{ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Date: ri PERMIT so • (206)431 N :1•14„,v. W.7:,�,''ra 3, ...,vr,1 �.Uu..� Li,' .i.w �i+iJ:.. � „� �r .-':> .t•: -i COMMENTS: c:/ - — 1 0 3 Type of Inspection :7 ...ce...,t„.7//i/Z1//ac-it- Address: /./ . >?-';' J Date Called: e - -'" ---. 4 II 1 ) 40 ir vo■ E 041 I C \ \\ OtA ovNAPr S t ( 6 fl(Acto CV k■ kA) i (co) Vv\ v\k liy‘ k)v" ectr\k e r Sc Ov 7 Projeg: c:/ - — 1 0 3 Type of Inspection :7 ...ce...,t„.7//i/Z1//ac-it- Address: /./ . >?-';' J Date Called: e - -'" ---. Special Instructions: Date Wanted: /7T. 7)3 p.m. Requester:_, (1,e7. _ -, /,f • Phone Nq3'.:' / -,,, 'e 7 V 11 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 f_ 7 PERMAI 0. 40" (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Inspector': N A_ Date: ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " --1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project:. Type of inspection: Address: /3z /8 38 / 5 Date Called: ©- d.3 Special Instructions: Date Wanted: d' .2/- D3 ,.a-m. ( p.m. Requester: Phone,Klb: ' .e& .30e- G .k7y • COMMENTS: Insp • c • r: rA .00 REINSPECTION F REQUIRED. Prio to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rec-1 No.: Date Vr -21 Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 l Approved per applicable codes. 0 Corrections required prior to approval. 4 INSPECTION RECORD Retain a copy with permit D63-16 (206)431 -3670 Project: G t 1 — - r 7 Type • la • • ui� a"v' 4 e el at / *47 ...� A dress: tici R �f l . s , Date Called: g //6 0 - 3 Special Instructions: • Date Wanted: 3 //5/ fn. • Requester: Phone No 2 3QQ g1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ta 4pproved per applicable codes. INSPECTION RECORD Retain a copy with permit D3 -'/ 27 PERMIT ••. IA • (20•)4 1 -3670 Corrections required prior to approval. COMMENTS: cP)4 -v Gucc /Li eitr.tc, YIP I n pector: Date: 4,44 ..g-.. 1 t �... ... �� —/ 5' —a"3 $47.00 REINSPECT N FEE REQUI ED. Prior to inspection, fee must be p at 6300 Southcenter Blvd., } Mite 100. Call to schedule reinspection. Receipt No.: Date: Pry ct: , e _ • 1 -- Type of Inspection: i I . Mr eft■ 4 4 .24111 4 . A ddAs ll * ��� Date ' ailed: R(/ Lf ip- Special Instructions: Date Wanted: c � a.m. Requester: A), f, Phone No p reln:.tw , �t^tn-- nx{ :mct.... —usr., c' : r.c ^• :.x:r.r'� ; �^r.,. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 V03-1(e7 AA proved per applicable codes. El Corrections required prior to approval. COMMENTS: I pec 00 REINSPECTION F REQUIRED. Receipt No.: Date: 49 S $ 7. PI'ior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ;reject: Type of Insp ction �' r /f jf ( Addmss: i 2..4t16 'S P $ . Date Called: r , Special Instructions: Date Wanted: �Q U //57'O3 a.m pm . Requester• _ fj /(� Phone N x;u INSPECTION RECORD Retain a copy with permit 00, PE' :dT N '5:.'..•T�t`: r...n.. .. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 A (g6`; ert) i\JcFPa e- E N C— (OAP v' &) * N g P Date .00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rgipt No.: Date: Z � W 6 U 00 W J uj 0 I L o ff W 0 L I Z 111 U= 0 z P .e G1 TYp�gf I�n pa.,c't' - -- /,lf Add es s: a 1 3 8 i� 5. Date Called. x! / SpLcial Instructions: rvi/i1911 6 L1Vt , Date Wanted: / ,rr , Requester: Phone No: f INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to• approval. COMMENTS: Ins _ctor: A Date: '7- 3 47.00 REINSPECT! ' N FEE REQUtED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ceipt No.: Date: Project: C_ O r - 6 IPy1 - tof Ty, a of spectio /Ull �k i<< i'.S Ad es08 3 P/ S Date � Cal ed: 5 n5 Special Instructions: Date a e d:m s 05 7 p.m. Reques er• Phone No: 1 3 D — / 5 N 111116.1.141k, INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMI (206)431 -3670 COMMENTS: Approved per applicable codes. El Corrections required prior to approval. $ REINSPECT! EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southc ter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro a t: 1 / ('a ! 4k, - �o 5 Type of Ins ctipn: '%l/ /f"i I0�//. / Address: 318 3g �L Date Called: 7,� / �� , S Special Instructions: Date Wan / h3 t�l a.m. m. Requeste : 1lK Phone No: �/ ( -) l/ o — 73c:-, i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: INSPECTION RECORD Retain a copy with permit MEM PER (206)431 -3670 M Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: err Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Z Q W ' CC 1U 00 co o co ILI J W 2 J LL D. of z Z W p ' u ) Ca I- W I .. U = 0 1 Z Pro9ject: / ( lc. f( ,iC( A 6 40 3 Type of Inspection: 7 (f• : ?r brn P.C)h A z Pte S S Date Called: - 7 -, 1E403 03 a . ' ' Special Instructions: ' j 2 ,0 -1., A " ► Date Wanted - 1 Requester: J ri / Phone No: "O(G ) - 3oc - 6 'cr 74/ INSPE ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter,B.vd., #100, Tukwila, WA 98188 tZi Aik\ roved per applicable codes. 0 Corrections required prior to approval. COMMENTS: CAr.�1� <A/ Ins • ctor: $47.00 REINSPE ION FEE REQUIR paid at 6300 So thcenter Blvd., Suit eceipt No.: INSPECTION RECORD Retain a copy with permit C� f« 1M \ azt_ozQ Date: (206)431 -3670 Date: D. Prior to inspection, fee must be 100. Call to schedule reinspection. COMMENTS: . . C.7. ; ' K. Uvs. 10 4 )/N Si . o4z. ( 7-10 5k6 tit) sikot_e ,,uf Lt - 71 '7 2 0 ( (-)1 7 Special Instructions: . Date Wanted: a.m. p.m. Requester: / Phone No: Project: 664-4-0-1 ii&N ' Type of Inspection: S Addressi_ —9 V) () J Date Called: 71 '7 2 0 ( (-)1 7 Special Instructions: . Date Wanted: a.m. p.m. Requester: / Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 0 0 1. — I (--7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 • D Approved per applicable codes. 0 Corrections required prior to approval. Inspector: &A) Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt*No.: Date: St Prcject: 6-0.09 1.611 /Ast3 Ty e of Inspection: L.,..., .... 'Dv I Address: D te Called: 7 (403 S pecial Instructions: ek, ZIAZ ,-4 P DSS ) 6/1. Date Wanted: '11. Requester: \..... 7 / 57#23 Phojae No: (2.-0 L30 ° - 492 - 7 • • . • •.. • . • • • • • • • • • • . •• . • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 II Approved per applicable codes. ..• INSPECTION RECORD Retain a copy with permit b03 I PER (206)431-3670 E Corrections required prior to approval. COMMENTS: lnsector.D Date: - 7- 0 E S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z , Project: Type of Inspection: Address: i i_E r P1 S Date Called: (:) a� f o.v> Special Instructions: Date Wanted: ( 0 --- 2/.9 2 /03 -rne Requester: IJ Phone No: av cv - 70o -a9 6 e 2 SD INSPECTION RECORD (077 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: 717 -07, , S. - r k *�� c Mit OK . N.. 44 c lv- - - rte,,. , .., .. ..... a.„„„r,�: �..... �.. �' ;. ;�.eu'ii�"..:rfSy. � �.t�.�.`'m:e, ...,. s.':f ti, �. .`�;.'xsya'•'���,;5>wi:i'S.w`�h x±yi� Inspector: &v Date: 7' K El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4' Max Height 1' Min. 1 connect to catch basin Outlet Pipe 2'0 Standard Steel Pipe Rolling with Welded Joints Hot —Dip Galvanised, Astma 3. Ornamental Iron Handrail may also be permitted with City Engineer pproval. 10' post p pacing with slip fit expansion joints. Non — Shrink Grout 4' Diem Galy Steel Sleeve Undisturbed soil 12' 12' • 17' SEE ABOVE FOR ROCKERY DETAILS No structures, roadways, or parking lots in this area. ....... . • • • NOTES: ViEW FACING ROCKERY AND O11T1 FT Pll No footings of structures (including other rockeries) backfill; min.12' wide layer of 2' -4' quarry spells adjacent to rockery. Stable cut face in native material 1' diameter washed ravel; min. 6' cover over pipe; min. 2' gravel under pipe. 12' wide. Min. 6' dia. perf. PVC, SOR 35 pipe /MSHTO 14278 /ASTiI 3034; min. 1 R continuous slope to outlet; pipe wroped In filter fabric(Mirofi or equiv.) Plan pipe between rocks to ovoid weight. RECEIVED CITY OF TUKWILA APR 2 5 2003 PERMIT CENTER 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 a roil conforming to UBC 1711. 5. Bose rock is 2 —man minimum. (2 man rock .• 200 -700 lb 18' -281 6. Shop drawing for all rolling must be city approved prior to fabrication. City of Tukwila ROCKERY & SIDEWALK WITH SAFETY RAIL Not to seals. DATE: i i /15/9 RS -5 • 4 LATERAL ANALYSIS FOR DREAM CATCHER HOMES, LLC AN ARCHITECTS NORTHWEST PLAN CITY OF TUKWILA, WASHINGTON Jamieson Consulting Job No. 22292 PLAN M2115A3S -1 RECEIVED CITY OF TUKWILA JUN 0 2 2003 PERMIT CENTER NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE, STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 X03 /67 ...,. �i. r;:..;;:::,,.:}:. d..: i':ia °.r..U.nG::i "- .+�:'�.u�l.: WIND PER SECTION 16 DIV III DESIGN CRITERIA PER 1997 UNIFORM BUILDING CODE Design Wind Pressure: P = Ce * Cq * qs * Iw where: Ce = Exposure Factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor SITE/PROJECT SPECIFIC VALUES: Ce = 0.62 Cq = 1.3 qs = 16.4 Iw = 1.00 Exposure "B" (< 15') Method 2 80 MPH P= 13.22 PSF (< 15') 14.28 PSF (< 20') 15.35 PSF (< 25') 16.20 PSF (< 30') 17.91 PSF (< 40') EARTHQUAKE PER SECTION 16 DIV IV Base Shear: V = 2.5 * I * Ca * W / R where: I= Ca = W = I == 1.00 Ca = 0.36 R = 5.5 Importance Factor Seismic Coefficient Total Seismic Dead Load SITE /PROJECT SPECIFIC VALUES: V = '.1636 W Zone 3, Soil Type D Shear Walls STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. FRAMING LUMBER SPECIES Group III (or better) HORIZONTAL SHEATHING: 0'S B (minimum Panel Grade 2 -M -W) See Table 23 -II -H (use common nails spaced at 6" o.c . @ supported edges and @ 12" o.c. field) Roof: 7/16" OSB w/ 8d nails Allowable Diaphragm Shear = 170 x 0.82 = 140 pif Floor: 5/8" OSB w /10d nails Allowable Diaphragm Shear = 215 x 0.82 = 177 pif SHEAR WALLS: SEE SHEAR WALL SCHEDULE ANCHOR BOLTS: 5/8" Dia. X 10 ", A307 or better, w/ 7" min, Embedment MISCELLANEOUS HARDWARE SIMPSON Strong -Tie Connectors or equal JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND WA 98033 (206) 803 -2581 utiat: :n9.iricKr�s:.ialft+fr.'haui�an 44+a,'aiM�;ivs`is::';clis: iZ . z ,J r W 00 u) 0 111 W 0 LL .< 2 • a w z� O z I- w U0 O N OH W W L I O .. z w 0 O � • z R ►M JoI�T. SHEAR WALL SCHEDULE (see 1997 UBC tables 23-11-1-1& 23.11.1.2) P1-6 v = 198 pif 7/16" OSB, w / 8d (0.113 ") nails @ 6" o.c. Anchorage (interior walls only) to SINGLE joist (or blkg) below: 16d @ 6 "o.c. P1.4 v = 304 pif 7/16" OSB, w / 8d (0.113 ") nails @ 4" o.c, Anchorage (interior walls only) to SINGLE joist ( or blkg). below: 16d @ 4"o.c, P1-3 v = 350 pif . 7/16" OSB, w / 8d (0.113 ") nails @ 3" o.c. Anchorage (interior walls) to DOUBLE joist (or blkg) below: 16d @ 3 "o.c. (stagger nails to alt. mbr) NOTES: The shear values in this table are based upon the use of 8d pneumatically driven nabs with a minimum shank diameter of 0,113 ", All shear walls to be sheathed from top plate to bottom plate unless noted otherwise, Block all panel edges. Nail spacing is for all panel edges. Space nails at 12" o.c. along intermediate framing members. Ito d @ { 4.0" LOGATE Sl-15A'S'I -11444 JOINT G C-oNMvrJ MI:Me7Sl:, °,1-1E/ TRAt■IFEPs, C EXTE.RIo/ WALL_ JAMIESON CONSULTING CONSUL TING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND WA 98033 (425) 803-2581 FAX 803 -3289 i ds a ri L _? :•:�1 aai f�nzu zte ;wL:. z w 6 00 N CO III J w il l o J _ d 1— w Z= O Z E— • o O co 0- O I- W W H � y" O .• Z W U = O ~ Z SEISMIC: V = .1636 W Wr = 960 SF @ (15 + 10) psf = Dead Loads: Wuf = 2025 SF @ (10 + 15) psf = Roof = 15 psf (horz. framing) & 10 psf (partition) Floor = 10 psf (horz. framing) & 15 psf (partition) Vertical Distribution Level w h Roof 24,000 17 Upper Fir 50,625 9 Total 74,625 Redundancy Factor: Check max "v" for p = 1 v = 2 x V / A**(1/2) A = 2025 sf v (max) = 256 plf SIDE /SIDE: V = Wall L(eff) REAR 17 FRONT 17 TOTAL 34 FRONT /BACK: V = Wall L(eff) LCEN 14 RIGHT 16 TOTAL 30 SIDE /SIDE: V = Wall L(eff) REAR MID FRONTL FRONTR GMID GFRONT TOTAL SEISMIC ANALYSIS # 22292 FOR DREAM CATCHER HOMES, LLC 9 15 8 9.5 16 10 67.5 FRONT /BACK: V = Wall L(eff) LEFT 20 RIGHT 22 TOTAL 42 UPPER FLOOR SHEAR WALLS 5768 L(eff) = 34.0 v = V Section Length 2884 16 2884 10.5 5,768 5768 V 2692 3076 5,768 wxh 408000 47% 455625 53% 863625 therefore: Vr = Vuf = 24,000 # 50,625 # 5768 # 6441 # Total V = 12,209 170 plf shear 180 275 max S/S L(eff) = 30.0 v = 192 Section Length shear 28 96 21.5 143 max F/B Redundancy Factor: v= 2 x V I A * *(1l2) Check max "v" for p =1 A = 2025 sf v (max) = 543 plf NOTE: Redundancy Factor "p" = 1.0 MAIN FLOOR SHEAR WALLS 6441 L(eff) = 67.5 V Section 3743 1431 763 3790 1527 954 12,209 6441 V 5759 6450 12,209 v= Length 11.75 13 5 10.5 6.83 8.5 95 shear 319 110 153 361 max S/S 224 112 L(eff) = 42.0 v = 153 Section Length shear 27.75 208 max F/B 55.25 117 Notes COMBINED WIND & SEISMIC ANALYSIS # 22292 For ALLOWABLE STRESS DESIGN use Wind or (Earthquake 11.4) WIND: side /side Fr = 89 SF @ 15.35 psf = 1366 # 165 SF @ 14.28 psf = 2356 # 66 SF @ 13.22 psf = 873 # Total Roof s /s: Fr = 4595 # Fuf = 595 SF @ 13.22 psf = 7866 # Total Upper Floor s /s: Fuf = 7866 # Total s/s = 12,461 front/back Fr = 155 SF @ 15.35 psf = 2379 # 197 SF @14.28 psf= 2813 # 64 SF @ 13.22 psf = 846 # Total Roof f /b: Fr = 6038 # Fuf = 391 SF @ 13.22 psf = 5169 # Total Upper Floor fib: Fuf = 5169 # Total f/b = 11,208 SEISMIC: V = .1636 W Wr = 960 SF @ (15 + 10) psf = 24,000 # Dead Loads: Wuf = 2025 SF @ (10 + 15) psf = 50,625 # Roof = 15 psf (horz. framing) & 10 psf (partition) Floor = 10 psf (horz. framing) & 15 psf (partition) Vertical Distribution Level w h w x h Roof 24,000 17 408000 47% Upper Fir 50,625 9 455625 53% Total 74,625 863625 therefore: Vr = 4120 # Vuf = 4601 # SUMMARY: Wind controls both levels, both directions. UPPER FLOOR SHEAR WALLS SIDE /SIDE: V = 4595 L(eff) = 34.0 v = 135 plf Wall L(eff) V Section Length shear Type REAR 17 2297 a 4 144 P1 -6 b 12 144 P1-6 16 FRONT 17 2297 a 10.5 219 P1 -4 TOTAL 34 4,595 FRONT /BACK: V = 6038 L(eff) = 30.0 v = 201 plf Wall L(eff) V Section Length shear Type LCEN 14 2818 a 28 101 P1 -6 RIGHT 16 3221 a 9.5 150 P1 -6 b 12 150 P1 -6 TOTAL 30 6,038 21.5 Total 8,720 z cc w U O W 0 J H w O LQ I CI � z � F- O z E-- w w 2 o 0- OH W W u' z w U 0 ~. z ROOF DIAPHRAGM FRONT: v = 2297 / 22 = 105 plf OK RIGHT: v = 3221 / 32 = 101 Of OK COMBINED WIND & SEISMIC ANALYSIS # 22292 MAIN FLOOR SHEAR WALLS SIDE /SIDE: V = 7866 L(eff) = 67.5 v = 117 plf Wall L(eff) V Section Length shear Type REAR 9 3346 a 2,75 285 P1 -4 b 3 285 P1 -4 c 3 285 P1 -4 d 3 285 P1 -4 11.75 MID 15 1748 a 13 134 P1 -6 FRONTL 8 932 a 2.5 186 P1 -6 b 2.5 186 P1 -6 5 FRONT 9.5 3404 c 10.5 324 P1 -3 GMID 16 1865 a 4.5 273 P1 -4 b 2.33 273 P1 -4 6.83 GFRONT 10 1165 a 4.25 137 P1 -6 b 4.25 137 P1 -6 TOTAL 67.5 12,461 8.5 FRONT /BACK: V = 5169 L(eff) = 42.0 v = 123 plf Wall L(eff) V Section Length shear Type LEFT 20 5279 a 27.75 190 P1 -6 RIGHT 22 5928 a 39 107 P1 -6 b 9.75 107 P1 -6 c 6.5 107 P1 -6 TOTAL 42 11,208 55.25 HORIZONTAL DIAPHRAGM SHEARS / LOAD PATH UPPER FLOOR DIAPHRAGM Note: Sheathing is continuous at all exterior walls. REAR: © 2.75' wall; v = 2.75 x 285 / 10 = 79 plf OK @3'wall; v = 3 x 285 / 18 = 48 plf OK @3'walls; v= 6x285/14 = 123 plf OK FRONTL: ADD (1) BLOCKING PANEL over each wall See Detail A FRONT: v = 10.5 x 324 / 20 = 170 plf ADD (2) A35 blocking to wall top plate GMID: v = 1865 / 20 = 94 plf OK LEFT: v =190 @ 6' v = 190 - (190 / 20 x 6) = 133 plf Block roof to 6' ANCHOR BOLTS USE 5 / 8 " O Anchor Bolts @ 5' - 0" o.c. Unless Noted Otherwise (U.N.O.) v (II) = 830 x1.33 = 1104 # / 5 = 221 plf OK NOTE: If v (plate) > 350 plf Then V (bolt) = 1104 / 2 = 552 # REAR: @ 2.75' wall; v = 2.75 x 285 / 10 = 79 plf OK @3'wall; v = 3 x 285 / 18 = 48 plf OK @ 3' walls; v = 6 x 285 / 14 = 123 plf OK MID: moves to REAR FRONT: v = 3404 / 16 = 213 plf OK GMID: @ 4.5' wall; V = 1229 # (2) 5/8" A.B. OK © 2.33' wall; V = 637 # (2) 5/8" A.B. OK Notes OVERTURNING - HOLDOWNS FOR DREAM CATCHER HOMES, LLC Note: 0.67 DL +/- W »> 0.9 DL +/- E / 1.4 END CONDITIONS* WALL L V H Motl wdI I Mr Mnet T L / FR R / BK UPPER FLOOR WALLS SIDE /SIDE REAR 4 144 8 4608 220 1179 3429 857 12 144 8 13824 220 10613 3211 268 3 3 FRONT 10.5 219 8 18396 90 3324 15072 1435 5 1 FRONT / BACK LCEN 28 101 8 22624 90 23638 -1014 -36 OK OK RIGHT 9.5 150 8 11400 90 2721 8679 914 1 5 12 150 8 14400 90 4342 10058 838 5 5 MAIN FLOOR WALLS SIDE /SIDE REAR 2.75 285 8 6270 220 557 5713 2077 7 7 3 285 8 6840 90 271 6569 2190 5(2) 5(2) 3 285 8 6569 21901 7 7 3 285 8 6840 90 271 6569 21901 7 7 MID 13 134 8 13936 150 8492 5444 419 5 5 FRONTL 2.5 186 8 3720 260 544 3176 12701 1 6 2.5 186 8 3720 260 544 3176 1270 6 6 FRONT 10.5 324 8 27216 150 5540 21676 2064 7 7 GMID 4.5 273 8 9828 180 1221 8607 1913 7 7 2.33 273 8 5089 180 327 47611 2044 7 1 6 1 2 & 4(4) 6 1 1 GFRONT_ 4.2_5 137 _ 4.25 137 W!W! 1 4658 4658 180 180 1089 1069 3569 3569 840 840 683 FRONT /BACK LEFT 27.75 190 8 42180 90 23217 18963 RIGHT 39 107 8 33384 90 45858 -12474 -320 OK OK 9.75 107 8 8346 90 2866 5480 562 6 6 6.5 1071 81 5564 90 1274 4290 660 6 1 *END CONDITIONS PdI Dead load reaction at end of wall 1 Perpendicular Exterior Wall V(upper) < 1000 # V(main) = H * v 2 Perpendicular Wall (min) 4 - 16d nails = 4 * 118 = 472 # 3 Over / Under openings V = h * 198 # / ft (varies) 4 A 35 Framing Anchors = 450 # each 5 CS 16 Strap = 1465 # 6 HPAHD 22 Holdown @ 1725 # 7 STHD14 or STHDI4RJ @ 4430 # LL( NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. JC JAMIESON CONSULTING JOB NAME M Z-1 S '- 3 S - 1 Consulting Engineers 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803 -3289 DATE - �5 -tc' 2 x4 PRAMIkleA ALL Agot.1 G Rool% I a 01 6 .Go" TA I L. Ro.a TRLJ S NEAP WALL.. TOP FLATS JOB NO. 2 BY 2-92- BY WINIDOuI IETAIL. F3 SHEET NO. OF L 9 NEADER hNEA.R WALL LE4J&1 -4 PUN - rLJPEt3 hNEAR WALL G FULL WID'1'a OP WALL, otz . ZI_cu MAx ENV LErJGTa. Ave ewe :6 LEr-Iv -1 Z 1 Q x Q 2 J 00 0 W= w g Q co = d Z E- 0 W ~ U� O N 0 H W w LI U z LLi = . OH z I � I . w/ 1 � t 0 I -- �� x o513 13d @ 4" . � I , I I I JC JAMIESON CONSULTING JOB NAME M Z-1 S '- 3 S - 1 Consulting Engineers 733 7TH AVE STE 108 • KIRKLAND WA 98033 (425) 803-2581 • FAX (425) 803 -3289 DATE - �5 -tc' 2 x4 PRAMIkleA ALL Agot.1 G Rool% I a 01 6 .Go" TA I L. Ro.a TRLJ S NEAP WALL.. TOP FLATS JOB NO. 2 BY 2-92- BY WINIDOuI IETAIL. F3 SHEET NO. OF L 9 NEADER hNEA.R WALL LE4J&1 -4 PUN - rLJPEt3 hNEAR WALL G FULL WID'1'a OP WALL, otz . ZI_cu MAx ENV LErJGTa. Ave ewe :6 LEr-Iv -1 Z 1 Q x Q 2 J 00 0 W= w g Q co = d Z E- 0 W ~ U� O N 0 H W w LI U z LLi = . OH z TYPICAL END CONDITIONS 1,9 Typical CS Installation as a Floor-to-Floor Tie Provide minimum t" ph. end Z nco r/ Ea.ial number of speend nails in @act end LOCI., curl,, l� I29ST48 .w/(34) 1.64 sinkers: T m 2945 x .84 - 2474 N1 C516 w/ 28 -8d T - 1650 x .82 m 1353 y , ONE /4 1L -REEAR IN SHEAR CONE 'h'A11N. '(12' NIN.\ • REBAR / 1 CORNER' LENGTH 30' MIN. RE3AR LENGTH 4x P ^ST_, SIMILAR NAILEO PORTION Typical STHD14RJ Rim Joist Installation 2x ME ED N EN T LENGTH .1; Mitt. 82349 LENGTH Typical STHD Edge Installation (STHD14 or STHD14RJ w/ (38) 16'd sinkers: T 9430 # SIMPSON Strong -Ti CONNECTORS THERE a NO !OVAL WOOD CONSTRUCTION CONNECTORS Installation 3 Typical HPAHD Single Pour Rim Joist Installation IHPA1(D 22 w/ (11) 16d a ink era: T = 2030 x .85 = 1725 9 I A35 j A35 w/ 12 -8d F m 450 x 1.33 x .82 > 450 N JAMIESON CONSULTING CONSULTING ENGINEERS PROJECT MANAGEMENT 733 7TH AVE STE 108 KIRKLAND WA 98033 (425) 803 -2581 FAX 803 -3289 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 1S 1 0,000, 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 $7.25 for each additional 10,000 or fraction thereof. ihr PUBLIC WORKS BULLETIN 1A 16 ' TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME C$,* -t'( -e r O 3 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: General Erosion prevention Water Sewer Storm water Road /Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. GRADING Plan Review and Permit Fees Enter total excavation volume t Enter total fill volume -�-�a- Approved 09.25.02 1 Revised 03.18.03 PERMIT # 3)0$ —/6-) 7. "' Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. $250 (1) Su'.isu;.i;;.; :�;i:i�rei:.iLa'�..•�fis: li.!.:.`, S: I .. ".14:',.is:i.ei++ $ - g - F. (4) cubic yards cubic yards TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 0 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 correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. QUANTITY in CY RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 ti1 1 , - ,' $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. r' 1,0Q1 —' 10;000 $194.50 for 1St 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1St 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for V' 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 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance /Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ .E' (7) 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 p 8. GRADING Permit Review Fee $ 37. p a (8) Grading Prdrmit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Revised 03.18.03 2 $ 37. So (6) DUE WHEN PERMIT IS ISSUED c- c PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. 'TOT4L OTHER PERMITS 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 Fees in Bulletin 1 Approved 09.25.02 3 Revised 03.18.03 Total A through E $ (9) 10. ADDITIONAL FEES 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 $ G. Other Fees $ Total A through G $ c (10) (6 +7 +8 +9 +10) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE 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. 4/1Z /e2. VW V ••• %IP 41.41.• we so . .• • • •••• ■••■••■••••..............•■••■•■••• 1145-03 Jihad Keirou JAI( Inc. 13407 51" Ave NE Edmonds, WA Re: Vapor Block • • • • Dear Jihad, We have applied Rodda Vapor Block latex primer sealer with a pam rating of less than one to . the following houses at Cascade Max Lot # 6, Lot # 8, Lot # 17, Lot 2„ Lot # 3, Lot # 13, and Lot # 18. Approximately 4 mills of wet product were put on the walls and ceilings. Manufacture guidelines say this should give a Perm rating of .68. Sincerely, Marcus Eldred VA, • • MARCUS DRYWALL. INC 2708 NEWBERG ROAD stioNOM1811. WA 98298 PH. 426-336-4110 FAX 475-334-1114 1 cp RECF D DEC 1 Bth DERCATTNIFNT u 12/17/2003 12:03 4257460860 EARTH CONSULTANTS 12/17/03 RED 09 :12 FAX 208 878 8258 KINKO'S KENT. WA Pmi Project No. [COPY TO: Earths Consultants, Inc oomec}mkbl orylaeas. IXOIQe-0515 s OrirminT 1ciC Rlnnlaa ra niugAWI 1b1M 1 A IGan l WAur)1,1N* Ik.uI &v ka 1905138th Piece N,e„ Suite 201 • Bellevue, WA 90055 Bellevue (425) 6133780 • Toll Free (9B8) 739.6670 FAX (12S) 7464660 DAILY FIELD REPORT Job Location Prilip id ;lows _4S14 i y kat /44 General Contractor Are approved Plans/Permits on -site ❑ Yes ❑ 1, Z y � 3, Permit No. Field Rep. Time Un Site Travel Time Permit No. Chneral Contraotor'a 6upeilrOviekir Job No. Page 10__ I_1_ C 1 / Time Off emo Oft M / W e athe 0 3 Miles Weather CLI9AIB.t nt1 Its, Charged Wilms Z.2 Client/Owner Received Unchecked By If No, contact the building department or explain below: PAGE 02/02 I»002 Repot No, Day off Week -- D CONTINUED ON NEXT PAGE ❑ -1‘7 • /'i gS9va _er Wt d..1 ► r, ' DO Geys 7 tr p.Q,or.6P6= • • b C 14 ' .. Cof 4- . I-eT •(.• en" • s • 4) Llrcyac612/e ik v'f . ?F! /I ins �vG 4.) ,14 AKA r -fa ,rJI //a 4S AIUD o' S RC-oMW4ewatY10Ne.' .- osoe Al 4 . / a .,. `. ..... . .. . — - 44: L .r rte. : •.ib • , , Ni ARIA. +� Y• • f - ' • . 33182 4 = •i icy :. /mil /7 05 152 C2 : 22 -off _ . I 12/17/2003 12:03 4257460860 EARTH CONSULTANTS 12/17/03 RED 09 :12 FAX 208 878 8258 KINKO'S KENT. WA Pmi Project No. [COPY TO: Earths Consultants, Inc oomec}mkbl orylaeas. IXOIQe-0515 s OrirminT 1ciC Rlnnlaa ra niugAWI 1b1M 1 A IGan l WAur)1,1N* Ik.uI &v ka 1905138th Piece N,e„ Suite 201 • Bellevue, WA 90055 Bellevue (425) 6133780 • Toll Free (9B8) 739.6670 FAX (12S) 7464660 DAILY FIELD REPORT Job Location Prilip id ;lows _4S14 i y kat /44 General Contractor Are approved Plans/Permits on -site ❑ Yes ❑ 1, Z y � 3, Permit No. Field Rep. Time Un Site Travel Time Permit No. Chneral Contraotor'a 6upeilrOviekir Job No. Page 10__ I_1_ C 1 / Time Off emo Oft M / W e athe 0 3 Miles Weather CLI9AIB.t nt1 Its, Charged Wilms Z.2 Client/Owner Received Unchecked By If No, contact the building department or explain below: PAGE 02/02 I»002 Repot No, Day off Week -- D CONTINUED ON NEXT PAGE ❑ -1‘7 11 -05-03 Jihad Keirou MK Inc. 13407 51" Ave NE Edmonds, WA Re; Vapor Block Dear Jihad, Sincerely, Marcus Eldred AdAtSibb. MARCUS DRYWALL, INC SNOHOMISH. WA 98290 PH. 425- 3354253 FAX QS-3341114 We have applied Rodda Vapor Block latex primer sealer with a penn rating of less than one to . the following houses at Cascade Glenn Lot # 6, Lot it 8, Lot # 17, Lot # 2, Lot # 3, Lot # 13, and Lot # 18. Approximately 4 mills of wet product were put on the walls and ceilings. Manufacture guidelines say this should give a peen rating of .68. - ':;O3 Test Number • Teat Location Elevation Reference Compaction Curve Maximum Dry Density Ibsku. R. Fill Moisture % Test Dry Density Ibs./cu. ft. % of Madmum Dry Density Z d 'l .„,._:1 e r_ e , l' / 22. ____ ____ _ ___________ 3Z IIIEN uni �. rAwrimirmimmzugmriffirim zo O rm. Ilk ' 411 1■ iar • OJllssde General Contractor Grading Contractor &t Earth Consultants, Inc tketeeh+tal MAMMA CavAllses A EhminnloiklsiemAac wulnearw+ Troll* • IM I WAND tis■sun *Mom 1805 136th Place KC, Suite 201 • Bellevue, WA 98005 Bellevue (426) 843.3780 • Toll Free (888) 739 -6670 FAX (426) 746-0860 DAILY FIELD REPORT Are approved Plans/Permits on -sits ❑ Yes C1 No Project No. Permit No. Job Location etad 4 General Contractor's Superintendent Grading Fo Field Rep, Time On Site 1 . T ravel Time I. Job No. Tine Off Site �fMllllJ9 1,4 Hrs. Chi • 3 tied Client/Owner Checked N _y Page o Date l b -a 2.-0 Z Weather Visitors Received Unchecked By If No, contact the building department or explain below [COPY TO: me 44/ZielV CONTINUED ON NEXT PAGE 0 1 Date 1 a Report No. Day of W r aZ_ a >u n'ce X?hSwr PERM PLAN REVI SLIP ACTIVITY NUMBER: D03 -167 PROJECT NAME: CASCADE GLEN - LOT 3 SITE ADDRESS: 13218 38 PL S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 06 -02 -03 Revision # After Permit Is Issued DEPARTMENTS: Jp Jpct ( -i1-° Building Division Lg Public Works l D2MM 4t)C' )2-77 Documents /routing slIp,doc 2-28-02 ,MSI i2 ., &-3g3 Fire Prevention Structural ❑ DETERMINATI e N OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Planning Division Permit Coordinator k r DUE DATE: 06 -03 -03 Not Applicable ❑ Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -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: PERMIT COORO COPY II VtATER SERVICE LIFE Final acceptan is su ect to field inspection by he Public Wo s utili + es inspector. Date: By f2.o P :4ss , Lit z I 1 1 1 These plans have been rcviewe by the Public Works Department for con ance with currett City standards. Ac . tang' is subject to errors 4n r n i ssi cans which do • ' t authorize violations of • responsibility 2 c, ep red standards . � rdinances. The runs b ty for the adequ . Qof t t e design rests totally with th designer. Addi ' ona, ' - etions or revisito these t drawings after will void this ' P ' = � • ► �' ce and will req s $ • _ 'ttal of revised drawings 1 for subsequent • ' . i 1 • GA __ 6l►S --- GAS `AS - GAS --� GAS \ 1 1 74'59-E al 70' 1 ■ 1 • 00 cn� \ t\ N N S FAN TESTED GPM • 0.25" W.6. ZO /SE / - IM°271" taworgt..% �i /s 1 3JI 4 31i31S19 NpS PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE MA TH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS VARIATIONS THEREOF WITHOUT *RITTEN FROM ARCHITECTS NORTHWEST. INC. IS STRICTLY PROHIBITED. THESE DRAMANGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERWCE ARE. AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST, INC. MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS I 50 4 INCH 25•-O" 4 INCH 10' -0" 3 RTI 5INGH 90'-0" 5INCH 100 -0" 3 _ 50 _ 6 INCH _ NO LIMIT 6 INCH NO LIMIT FGHER HQMS. Li 80 1 -GGVG 1 WA I 20 -0" 3 80 5INCH _ 15' -0" DESIGNED TG BY: DATE iggi DRAWN BY DATE D 1/06/01 IATERAI 9 Y DATE - DJ 5/21/01 RENSED BY- DATE NO LIMIT 3 FAN TESTED GPM • 0.25" W.6. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS I 50 4 INCH 25•-O" 4 INCH 10' -0" 3 50 5INGH 90'-0" 5INCH 100 -0" 3 _ 50 _ 6 INCH _ NO LIMIT 6 INCH NO LIMIT 3 80 4 INCH 2 _ WA 4 INCH 20 -0" 3 80 5INCH _ 15' -0" 5INCH IOO' -0" 3 CO 6 INCH 90' -0" 6 INCH NO LIMIT 3 100 5 INCH 2 WA 5 INCH 5O' -0" 3 100 6 INCH 45 6 INCH NO LIMIT 3 125 6 INCH _ 6 INCH NO LIMIT 3 125 1 INCH 1O' -0" 1 INCH NO LIMIT 3 OPTION 20! GLAZING U- FACTOR - dl DOOR U- EVICTOR 2 C.EILINE. 5 VAULTED GEILIN6 12 PALL ABOVE BRAVE ? I NCH *i811 5 FLOOR • 3g1 VERTICAL II OVERHEAD I. 12% 0.35 0.58 0.20 R -3S R -30 R -I5 R -15 R -I0 R -30 R -IO II. 15% 0.40 0.38 0.20 R -38 R -30 R -21 R -2I R -IO R -30 R -IO III. W T® OCCUPANCY ONLY 0.40 0.5& 020 R -38 R -90 R -21 R -2I R -IO R -30 R -IO REQUIRED FLOW (GEM) PER TABLE 3-2 MINIMUM SMOOTH DUCT DIAMETER MINIMUM FLEXIBLE DUCT DIAMETER MAXIMUM LENGTH I MA IMUM NUMBER OF ELBOWS 2 50-80 6 INCH ? I NCH 20'-O" 3 60-125 _ 1 INCH 8 INCH 20'-O" 3 115 -1'75 6 INCH 10 INCH 20' -0" 3 I1O -240 9 INCH 11 INCH 2O'-O" 3 FLOOR AREA, 12 BEDROOMS OR LE55 3 4 3 6 1 6 MIN. MAX. MIN. MAX. l MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. M 1 1H PSP$ISP:RA2 2 120 180 II j 135 203 nnS=2512jf$ 2SPV8U. ' 150 225 V22SP22f-gn v8t32 ( 165 248 - §n 180 210 " 195 295 WW1 R.T8111.$2E_P 5001 -6000 :' 158 6001 -1000 , 115 113 130 I95 145 218 160 240 IT 265 19O 285 205 506 T00I -8000 125 188 140 210 155 239 110 255 185 2/8 200 900 215 325 8001 -400e _ 135 209 150 225 165 246 ISO 210 I95 295 210 515 225 356 X9000 _ ".45 218 160 240 115 263 140 285 205 908 220 330 295 353 • 6ENERAL se= ALL REQUIREMENTS OF THE Ad,/ UNIFORM !BUILDING GODS, ALL APPLICABLE CODES A►ND AUTHORITIES HAVINO JURISDICTION SHALL BE FOLLOWED. BUILDIN6 CONSTRUCTION TYPE: VN SEISMIC ZONE: OCCUPANCY UP: R -'S HIND SPEED, 60 MPH PIKE ZONE, d EXPIOSURE GATBSOIRY: B CONTRACTOR 3HfrU. VL'RIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO GONSTRiCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UN'T'IL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS !RESPONSIBILITY TO IDENTIFY ALL. DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. S ITE WORK �'.-- R UNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENkSINEER IS PROVIDED, THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 2,000 PSP. EXTERIOR FOOTINGS SHALL BEAR I MINIMUM BELOW FINISHED GRADE. ALL FOOTINGS TO !'TEAR ON FIRM, UNDISTURBED EARTHS !BELOW ORSANIG SURFACE SOILS. ALL BACK PILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PAN OP GOUJMNS. CONCRTE rentraN GLASS AND USE F'G A. POOTINSS 2500 B. SLABS ON GRADE 2300 I. AIR ENTRAINING AGENT ( TO 6%) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER. 2. POSSOLITH 900 SERIES (4 oz. PER 100* OF CEMENT) TO BE USED IN ALL CONCRETE. S. MIX MAY BE DESI6NED IN ACCORDANCE WITH TIE PROVISIONS OF THE UNIFORM BUILDING CODE. 4. HATER TO CEMENT RATIO PER UNIFORM BUILDING CODE. RE I NFORG I NO STEEL ASTM A6I5 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED DETAILER AND CONFORM TO :STANDARD PRACTICE OUTLINED IN AGI REPORT 915. CONCRETE COVER OF RE I NFORG I NO STEEL I II -I/Z" I -I/2" 5/4" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. CONCRETE EXPOSED TO EARTH OR WEATHER SEAMS AND CODUMNS NOT EXPOSED TO EARTH OR WEATHER. SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. CARPENTRY GENERAL ALL FRAMING SHALL COMPLY WITH THE UNIFORM BUILDING CODE CHAPTER 23. ALL POOP IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MINIMUM CLEARANCE BETWEEN HOOD AND EARTH. 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 18" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. LUMBER STRENGTH (UNITS IN P STUDS F v F B HEM-FIR M3 - 15 500 STUD GRADE 6'7"'5 JOISTS 4 RAFTERS HEM -FIR *2 (2x10) "15 1,0/5 HEM -FIR *2 (2x12) 15 glee) BEAMS, HEADERS, LINTELS 4 GIRDERS 4" NOMINAL DOUG -FIR *2 6" NOMINAL DOUG -FIR 61 GLUE LAMINATED TIMBERS DOUG -FIR LARCH (24F -V4) STRUCTURAL COMPOSITE TIMBERS LAMINATED VENEER LUMBER PARALLEL. STRAND LUMBER LOADING ROOF FLOOR CEILING DECK INTERIOR PARTITION EXTERIOR PARTITION IS PSF DEAD LOAD + 10 PSF DEAD LOAD + 5 P5F DEAD LOAD + 5 PSF DEAD LOAD + V SLUMP 9 -4 9 -4 gl5 85 MINIMUM SACKS / G.Y. 5-1/2 5-1/2 960 1,350 1,200,000 1,200000 1,300,000 1,300,000 I boo ,OOO I b00 p00 165 2,400 1,800,000 285 290 2,600 2,900 25 PSF LIVE LOAD 40 PSF LIVE LOAD 10 PSF LIVE LOAD 60 PSF LIVE LOAD 1,900,000 2,000,000 a 40 PSF • 50 PSF +� 15 MP 65 PSF "1 PSF s 10 PSF WOOD BEARING ON OR INSTALLED WITHIN IN OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8" DIAMETER WITH 2 "X2 "x3/16" PLATE WASHERS • 4'-O" ON CENTER UNLESS NOTED OTHERWISE. 'T" MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWIN65 SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. PLYWOOD ALL. PLYMSOOP WALL AND ROOF SHEATHING SHALL BE I /2" CDX, UNLE53 NOTED OTHERWISE. MINIMUM NAILING SHALL BE 8d 0 6" O.G. AT PANEL EDGES AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CDX TONGUE I GROOVE UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE IOd • 6" O.C. • PANEL EDGES AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 40/20. STAB SETR ALL PANEL EDGES AT ROOF AND FLOOR SHEATHING. ORIENTED STRAND BOARD (0.5.8) SHEATHfINIS PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. GLUE LAMINATED TIMBERS ALL 6LUE LAMINATED TIMBERS SHALL BE DOUG - FIR LARCH, FABRICATED TO THE REQUIREMENTS OF THE US PRODUCT STANDARD PS 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WIORKINNS STRESS VALUES OF; 2,400 PSI IN BENDING►, 1,100 PSI IN TENSION, 1,600 PSI IN COMPRESSION PARALLEL TO GRAIN, 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F -V4). GLUE LAMINATED TIMBERS TO HE AITG CERTIFIED. USE IMATERPROOF SUE. MAti AGTVRED T'F 2=5 ALL MUSSES SHALL. BE DESIGNED BY RESISTERED STATE ENSINER AM FABRICATED FROM ONLY THESE DESIGNS. 'TRUSSES SHALL BE STAMPED EY TH>E ENGINEER OR BY A G'UJALITY CONTROL AGENCY SUCH AS THE STATE TRUSS FABRICATORS COUNCIL. ALL 'TRUSS DESIGNS SHALL OE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ALL NON BEARING WALL'S OR PARTITIONS SHALL BE HELD AWAY PROM THE TRUSS BOTTOM CHORD WMTH AN APPROVED FASTENER TO ENMSVlRE THAT THE TRUSS BOTTOM Ghk7RD WILL NOT BEAR ON THE WALL OR PARTITION. APPROVED HANSERS SHALL BE USED AT ALL CONNECTIONS OP RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES. ALL. ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME PORK AND SUPPORTIN S WALLS 50 AS TO FORM AN INTEGRAL. PART OF THE PIHOLE STRUCTURE. ROOF MOWS SHALL HAVE JOINTS WELL PITTED AND SHALL HAVE ALL MOON MEM eelTS WQ.L TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE ?R S. DIA4ONA1L AND MAY BRACINS SHALL BE USED TO BRACE ALL TiRLJSSES. ALL MUSSES SHALL Be DeSIONED POR UNIFORM LOAM* AS FOLLOYIN TOP CHORD 99 PSP OP TRIBUTARY WIDTH BOTTOM CHORD 9 PSP OF TRIBUTARY WiDTHN TILE ROOF 49 PSP TOP CHORD S POP BOTTOM CHORD l I REPLACES ALL MASONRY FIREPLACES AND CHIMNEYS SHALL SE CONSTRUCTED TO TO ALL APPLIGAOLE PORTIONS OP THE UNIFORM OUILDINS COPE AND THE UNIFORM MECHANICAL CODE. FLUE LINER MINIMUM, 0 /b" P I RE CLAY (OR EQUIVALENT) PE* USG. PLUS AREA PER USG. GHITANEYE SHALL SUPPORT ONLY THEIR OWNL WEIGHT UNLESS SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL OE PROVIDED WITH TIGHTLY FITTING, PLUS DAMPERS, OPERATED WITH A READILY ACCESSIBLE MANMJAL OR D AUTOMATIC CONTROL., AND AN CUTSIDE SOURCE OP COMBUSTION AIR. MINIMUM DUCT SIZE OP 6" SQUARE INCHES IN AREA PROVIDED MTHi READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OF PIIIElIOX. PREPABRIGATED FIREPLACES, CHIMNEYS, AND RELATED COT0IPONENTS TO DEAR U.L. OR I.G.D.O. SEAL OF APPROVAL AND TO OE INSTALLED PER MANMJPAGTIJIRER'S SPECIFICATIONS. HEARTHS SHALL. EXTEND 20' MIN) IN FRONT OP' AND 12" (MIN.) BEYONL7 EACH SIDE OP P I REP'LAGE OPENI NOB. PIRCPLAGES SHALL BE PROVIDED IMITHi TISHFTLY PITTING GLASS OR METAL DOORS. INSULATION AND MOISTURE PROTECTION UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE E FI RbY CODES. IN& LATION BArrLEs TO MAINTAIN I -1/2" CLEAR SPADE ABOVE INSULATION. BArrLes TO EXTEND 6" ABOVE BATT INSULATION. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, SHowERs, PARTITIONS AND commies. PAGE STAPLE BATES. P RIGTION PIT PAGED BATES USE 4 MIL (0.0041 POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM MATINS OF ONE (1'4AX,) R -I0 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION C.QNTROL I. EXTERIOR JOINTS AROUND WINDOWS AND POOR FRAMES, OPENINSS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINitSS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL DE SEALED, CAULKED, 6ASKETE7 OR YEATHER- STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIME'I'LR WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE- RATED" AND MUST MEET THE ABOVE REGJIREMENIT. 9. ALL. EXTERIOR WINDOM SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR PROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 285.19. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER- STRIPPED, CAULKED AND MADE TIGHTLY PITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER NI S.E.C. PIPING FOR HOT HATER / STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY GIRGIJL A lN6 HOT WATER SERVICE I5 RECTUIRED TO FEE INSULATED PER THE W.SE.G. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R -9. VAPOR BARRIERS / eRoutio COVERS AN APPROVED VAPOR BARRIER SHALL. BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED V4-ERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER 15 TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.G. AND GAPS BETWEEN THE FACING AND 'THE FRAMING SHALL NOT EXCEED I/16 ". A GROUND COVER OF 6 MIL (0.006 ") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL DRAWL. SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING, ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION. 2001 WASH I Nc TON STATE ENERGY COPE (k 4.S.E.G J - TABLE 6-1 PRESCRIPTIVE REQUIREMENTS Oa FOR GROUP R OCCUPANCY CLIMATE ZONE I 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE W.S.E.G. I. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITION ED FLOOR AREA OF 19%, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HI6FER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE WIS.E.G. 2. REGIUIREMENT APPLIES TO ALL GEILIN SS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV' DENOTES ADVANCED FRAMED CEILING. 9. RE COJIRENENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. E'ELOW1 GRADE HALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -IO, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.2 OF THE W.S.E.G. 5. FLOORS OVER DRAWL SPACES OR EXPOSED TO AMBIENT AIR COMMONS. 6. REGUUIRED SLAB PERIMETER INSULATION SHALL Be A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED, AND INSTALLED ACCORDING TO THE MAN JFAGTUFIER'S SPECIPIGATIONIS. SEE SECTION 602.4 OP THE W.S.ELG. '7. NOT USED IN CLIMATE ZONE I. 6. NOT USED IN CLIMATE ZONE I. ". DOORS, INCLUDING, ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U - FACTORS PROM TABLE 10-6G OF THE YMS.E.C. 10. wen A MAXIMRJM GLAZING AREA IS LISTED, THE TOTAL BLAZING AREA (GOMEINED VERTICAL PLUS ) AS A OP GROSS CONDITION ED FLOOR AREA SHALL BE LESS THAN OR EGRJA L TO THAT VALUE. c7vERHEAD GLAZING WITH U- FACTOR OP U ■0.40 OR LESS IS NOT INcLuDED IN GLAZING AREA LIMITATIONS. II. OVERHEAD BLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 902.13 OF THE W.S.E•G. 12. LOS AND SOLID TIMER HALLS 1ET1i A MINIMUM AVERAGE THICKNESS OP 9.5" ARE EXEM FROM THINS INSULATION IREQUIREMENT. • DOORS, WINDOWS AND SKYLIGHTS itersma. DOORS TO THE EXTERIOR SHALL HAVE A MAXIMJm1 -1/Z' fTEP TO A MNNIM1M 96' MEP LAWNS. ALL ILIIZIW SHALL MEET 11! IIESJIIIDOI111 Or M M11,l.G. TAKE MI UNLESS N0= OTlETtlw!!. I11.L fl[YLINIT! AND tIGYWl11.Lf SHALL HAVE LAMINATED &ISO UNLESS NOTED OTHERWISE. ALL !lDROpm EMERGENCY EOREN WINDOWS !MALL HAVE A MINIMUM NET CLEAR OrlNFIS Or !.T lGXJAIt! FEET. MINIMUM NET CLEAR OPEN I...0 WIDTH OP ZD' AND A MINIMUM NET CLEAR OPENING HEIGHT Cr 24', MAXIMUM rIWfFED SILL HEIGHT OP 44' MOVE PLOOR. AU. FACTORY QUILT WINDOWS TO BE GONbTIWG1lD TO PERMIT MAXIMUM INrILTRATION Of O.S GPM PER LINEAL TOOT OP OPERABLE SASH rlRIMlTLR AS TESTED BY STANDARD ASTM 0x.15. SITE BUILT AND MILLWORK SHOP QUILT WOODEN SASH ARE ESIWPT PROM INFILTRATION CRITERIA ASOVL', OUT SHALL BE MADE WEATHER G/ULKCD AND Be MADE TIGHTLY rI1TINO. SLIDING `LIMO DOORS TO PERMIT MU1XIhUm IIrILTRI►TION Or 0.9 GrMI PER SdJ/1RC TOOT Or DOOR AREA. SE! PLANS POR, I. MAXIMUM *LAZING, AREA. 2. GLAZING MANMJPAGTISREIR AND MODEL. NUMBERS. 5. WEIGHTED UA CALCULAT'IONS POR SUBSTANDARD GLAZING. SAFETY GLAZING LOCATIONS PER UNIFORM eUILDIN$ CODE. I. WOMBS EGRESS DOORS. 2. SLIDING GLASS DOORS AND SWINGING GLASS DOORS. 9. SHOWER AND BATHTUB ENCLOSURES. 4. GLAZING WITH THE EXPOSED EDGE WITHIN A 24" RADIUS ARC OP EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN 9 SQUARE PEET THAT IS LESS THAN 18' ABOVE FINISHED FLOOR. 6. GLAZING S IN ALL GUARD RAILS. SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS Y•EN FULLY TEMPERED GLASS IS USED AS SINGLE ELATING OR IN ALL PANES INJILAIIN. UNLIT AM ALL OP TIE POLLOHIN S CONDITIONS ARE NET. I. THE GLAZING ARE DOES NOT EXCEED IS SQUARE FEET. 2. THE HIGHEST POINT or GLASS IS NOT MORE THAN I2 ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA 5. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXGL 9/16 ". MECHAN I GAL 6ENLRA.L SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL OURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE UNIFORM BUILDING CODE AND THE UNIFORM MECHANICAL CODE. HEAT N6 EACH DYELLIN6 UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 10 DEGREES FAHRENHEIT AT A HEIGHT OF 9'-0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE W.S.E.G. DEFINITION OF BUILDING` ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE: THE ELEMENTS OF A BUILDING Y•HGN ENCLOSE CONDITIONED SPACES THRouGH i4NGH THERMAL ENERGY MAY BE TRANSPIRED TO OR PROM Ti E EXTERIOR EXCEPT AS ExemrinED BY TIE INS.EL. I. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. 2. FUEL 9URNIN6 APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET TIE PROVISIONS OF THE UNIFORM MECHANICAL COPE. S. DUGTY4ORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF TIE UNIFORM MECHANICAL CODE. ALL WARM AIR FURNACES SHALL OE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM MECHANICAL COPE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE SO LISTED AND INSTALLED PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPADE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRIC HEATING FURNACES PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN I2" WIDER THAN THE FURNACE OR A CLEARANCE OF 9" ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM MECHANICAL COPE. LIoIJEFIED PETROLEUM 6AS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPADE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEWS FOR REMOVAL OP UNBURNED GAS PER THE UNIFORM MECHANICAL CODE. HEATING AND COOLING APPLIANCES LOCATED IN A GARAGE AND MwNGH 6ENERATE A 6LOW„ SPARK OR FLAME CAPABLE OF I6NIT'IN6 FLAMMABLE VAPORS SHALL OE INSTALLED WITH THE PILOTS AND BURNERS OR FEAT1N G EL.ENENTS AND SWITCHES AT LEAST I8" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTM-LED IN AIR DUCTS PASSINL6 THROUGH THE WALL, FLOOR OR CEILING SEPARATING A !RESIDENCE (GROUP 9, DIVISION 9 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.011" (NO. 26 GALVANIZED *SHEET GAUGE,) AND HAVE NO °PIN NS'S INTO THE GARAGE PER THE UNIFORM BUILDING CODE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL. COMPLY WITH THE UNIFORM MECHANICAL CODE. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH THE UNIFORM MECHANICAL COPE. EVERY FACTORY BUILT GHIM6EY, TYPE L VENT, TYPE B GAS VENT OT TYPE BM GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTIRUGTIONS AND THE REGOJIR'ENENTS OP THE UNIFORM MECHANICAL CODE. A TYPE B OR SW OAS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2'-O" ABOVE THE HILT POINT WI#IRE THE VENT PASSES THROUGH THE ROOF OF THE !IUILDINIS AND AT LEAST 2' -0" HONER THAN ANY PORTION OF THE BUILDING WITHIN lo•-" OP THE VENT PER THE UNIFORM MECHANICAL CODE. VENT GOINEGTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANER AS TO MAINTAIN THE GLENRANGE TO GOM IS UISTNBL.ES FOR THE UNIFORM MECHANICAL CODE. .TINS EQUIPMENT ALL MATINS EQUIPMENT SHALL MET THE ReQuIREMENTS OP THE men NATIONAL APPLIANCE ENER+d►Y CONSERVATION AGT OVECA) AND 19 SO Leann,. EQUIPMENT SHALL ALSO COMPLY PITH SECTION 1411 OF THE WS.E.G. FNVAC EQUIPMENT FOR L.OH- RISE RESIDENTIAL SHALL !SE SIZED NO GREATER THAN ISO% OP DESIGN LOAD P REV1S1O " " 3 SMALL BE MADE TO OF v SAX WITHOUT DIVISION. Cr T1JKW LA WILDING TTN. movi R A 1 NEE.S. SEPARATE PERMIT REQUIRED FOR: E ECHANICAL LECTRICAL VPLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION I NTE61tATE1 WF4OLE HOUSE VENT SYSTEM SIEGIPIGATIOB PROM THE 2000 WASHIIN OTON STATE VENTILATION AND INDOOR AIR GUJALITY CODE POOR THE INTERMITTENTLY OPERATED INTEGRATED FORCED AIR VENTILATION SYSTEM. I. SOURCE SPECIFIC VENTILATION meaumemems. A. EXHAUST PAN RBSUIRG+EN1TS I. •AT IROOM*, LAUNDRIES AND POWDER ROOMS - 50 CPM • O2s• Ili. a. KITCHENS - 100 GPM • OM" RANGE HOODS ND DOWN DRAFT RAM* MAY BE RATED AT 100 GPM • 0.10' VW. AM11N) MEN VOW POR E,WJST PAN REOUIREMENTS. 0. ENIKWJST DUCT REGUIR P ENTS, I. OE INSULATED TO R-4 (MIN.) IN UNCONDITIONED SPACES. 2. OE MAPPED WITH A BACK DRAFT DAMPER. S. TERMINATE OUTSIDE THE BUILDING. 4. COMPLY PITH TABLE 15-4 ON THIS SHEET. 2. OUTDOOR AIR SHALL eE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE POIRGEp AIR SYSTEM USING THE FOLLOWING METHOD. S. PRESII AIR INLET DUCT SHALL COMPLY WITH THE POU.OWIN IN A. OE SIZED ACCORDING TO TALI 3-3 ON THIS BEET. 0. OE DUCTED FROM THE EXTERIOR AND GOM•CTED TO THE RE'M!N AIR STREAM PTHIN POUR PEE` UPSTREAM or THE PURrAGE BL.OYeR. C. OE INSULATED LATED TO R-4 MIN) IN °N LOCATED WITHIN HEATED SPACES. D. BE PROMOTED FROM THE ENTRY OP INSECTS, LEAVES AND OTHER POISON MATERIAL.. E. NOT 'RECEIVE AIR PROM THE FOLLOWING AREAS: I. WITHIN TEN FEET OP AN APPLIANCE VENT OUTLET, UNLESS THE veto OUTLET IS TIME PEST ABOVE THE PRESH AIR INLET. 2. MERE IT WILL PICK UP OBJECTIONABLE ODORS, PITS OR VAPORS. 9. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE NAVIN* FUEL. BUIRNN6 AAPPLINCES THEREIN. 9. CLOSER THAN TEN FEET PROM A VENT OPENING OP A PLU MBINr6 DRAINAGE SYSTEM, UNLESS THE VENT OPENING IS AT LEAST THREE MET ABOVE THE FRESH AIR INLET. 6. ATTICS, CRAWL SPACES OR GARA6BS. 4. THE INLET DUCT SHALL DE EQUIPPED MT ONE OF THE POLWPNG, A. A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC CONTROL TIMED, OR B. A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 5-2 ON THIS Seat OR G. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE OF O.10" WATER GMJGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. 5. THE VENTILATION SYSTEM SHALL BE comntouzp BY A 24- 401* CLOCK T1P INSTALL /5) IN A READILY ACCESSIBLE LOCATION. THE TNNER SHALL OE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANJAL CONTROL AT THE TIME OP THE FINAL INSPECTION THE TIMER SHALL. DE SET TO OPERATE THE WHOLE HOUSE SYSTEM FOR A MINIMUM OF EIGHT HOURS A DAY. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)". NOTE: KING COUNTY RECOMrENDS THE INSTALLATION OP A CENTRALLY LOCATED WHOLE NCtISE EXHAUST FAN WITH A MINIMUM SONE MATINS OF IS AND SIZED ACCORDING TO TABLE 5-2 ON THIS SE=T AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE E JILDINMG CAVITIES. INTERIOR DOORS SHOULD BE UNDEIRGJT ONE HALF INCH (I/2") ABOVE THIS FINISHED FLOOR. TA 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES POUR STORIES AND LESS* MININRH AND MAXIMUM VENTILATION RATES CUBIC FEET PER MINUTE (GPM) FOR RESIN THAT EXCEED b BEDROOMS, INCREASE THE MINIt'U4 REQUIREMENT LISTED FOR 8 BEDROOMS BY AN ADDITIONAL 15 GFM PER DEDRROOM. THE MAXIMUM GPP4 IS EQUAL TO 1.5 TIMES THE MINIMUM. TABLE PRESCRIPTIVE EXHAUST DUCT SIZING NOTE: I. FOR EACH ADDITIONAL ELDON SUBTRACT 10 PROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. TABLE 3 -5 PRESCRIPTIVE INTEGRATED FORCED MR SUPPLY DUCT SIZING NOTE: I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH. 2. FOR ELBOWS !LIMBERING MORE E THAN 5 INCREASE DUCT DIAMETER I I C.� • I I. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL - ' - MECHANICAL CODE. ne 2. RECTANGULAR, FLAT, OV AL AND ROUND DUCT JOINTS AND SEAMS SH4L 4 ' Eli • PdR THE UNIFORM MECHANICAL CODE. FILE COPY understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authc; Sze the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. vicr • '" 1 oCrAft 9. INSTALLATION OP DVGTS SHALL COMPLY WITH THE UNIFORM hE r G NIC, r :tc"11T� 4. DUCT INSULATION BE INSTALLED IN ANNE WITH THE UNIFORM - -.'" Tc V 0 ,;; -: , OP S N b n A l/ . �� .. f".�. C -.' ;:, L r• , - , 7 MTV OF JUN 0 22003 PERMIT PENTIER JUN ? r, t r Mir OF SHEATHING • b" O.G. :I: g2eIERAtela osB ry • 4' 0.G1 --- 1 t t i H 0 pi 54 \ %, NA AL co OD 1 C � x F- E Z in• bd - --- I I`DUNDATION DIMt SD' • • ID A. r N izsg - IZ N • r • • .0 FINISH PER ELEVATION OVER AIR INFILTRATION PAPER OR OVER SHEATHING PER PLAN yy -- ppFLASHIN G O r'TI O N AL 6" MIN. (I) *4 BAR GONTINIUOUS TItsHTLINE L; I MIRED :7 1 --- LLIII = 11 DRAIN II:,,III„ 4" DIA. P'ERF. FOUNDATION DRAIN FLR. JSTS. PER PLAN ��► 2x T. SILL 11 PER BOLTS ? 1 1 MAX. 4 4 I/2" 4I 4 - EMBEDME 7L USE 5/b" DIA. • 2 "x2 "x3/16" *4 BAR VERTI �. HORIZONTAL N • n . • • II • a •4 II • 3 " 1✓ 6" L 3 " 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBPL04Mt (GLUED 4 NAILED •--6 MIL. BLACK =III= =r I 1-TRRI (2) *4 BAR NEE c6 E c) ■ L� b" FOUNDATION WALL SECTION T1- IROU6F1 STEP Fljl 2x STUDS PER PLAN FINISH PER ELEVATION OVER 1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FLASHING WOOD TRIM OPTIONAL 6" MIN. (I) *4 BAR CONTINUOUS '► - 1 11- ---I I 1 —I TIGHTLINE 1, I I 1= f I STORM DRAIN I I IF REQUIRED = II I =I 11=1 I 4" DIA. PERF. FOUNDATION DRAIN N .• 3/4" T. PLYWOOD ►�.�I SUBFLOOR GLUED 4 NAI flA FLR. JSTS. PER PLAN •- ''::.� BATT INSULATION PER PLAN • 2x6 STUDS • 16" O.G. 244 PT SI A w/ANGHOR 50L Pe SCHEDULE 12" MAX. FROM 9 ENDS 4 '1'� MIN. EMBEDMENT. USE 2 "x2 "x3/16" HASHER (ELSEWHERE -- USE 5/8" DIA. x 10" ANCHOR BOLTS • 48" O.G.w/ 2 "x2 "x3 /I6" WASHER,) 6 MIL. BLACK V.B. II • • 1 • 4 ,;,111 IFlol• *IHSAR • _� - Cft *4 BAR VERTICAL AT lb" O.G. W/ ALTERNATE BENDS 4 HORIZONTAL • ION O.G. Fl= 0 8" FOUNDATION WALL - N 4" E = I1 -0" N � r 2x6 PONY' WALL 8 6ARA6E FOUNDATIO z BOTTOM OF BEAM (2) SIMPSON A24 FRAMING ANC} • EACH POST I I I I =1 11.....-_-1 I I I - I 1�I, ; , 111 1II - 4 .. FLR. JSTS. PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR 6LUED 4 NAILED • 4 • • 4 • • 1' -4" BEAM PER PLAN 2 X 4 CLEAT EACH SIDE P. T. POST PER PLAN 6 MIL. BLACK V. B. - ` i I =1 I ICI I ICI I • • III — III —III 1 1 1 1,111, ,1111-r B GONTIWOUS F am "" T'" I N 11 - 0" CONTINUOUS FOOTIN N (NI a 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T. 4 a. YW�OOD SUBFLOOR it NAILED x P. T. SI ..L PL. ANCHOR VOLTS 4 2 x2 "XS /16" WASHERS PER SHEAR WALL SC.HED. 12" MAX. 4 4 1/2" MIN. PROM ENDS. 1" EMBEDMENT. (ELSEWHERE USE 9/6" DIA.X10 "A.B.W/ 2 x2 xS /I6 WASHERS • 46" 0.0 4 *4 BAR VERTICAL • lb" O.G. 4 HORIZONTAL • 10" D.G. 6 MIL. BLACK V. B. -111 =III -1 - 1117-111 N I 1 INSTALL S /b" TYPE 'X' a.w.0. ✓ _ NC. SLAB 4 "MI N SLACK A*t F I L L 2) AR CONTINUOUS 00 CO SCALE : I" = 11_0" 4 I • (V 11/4" DIA. MIN. CONT. HANDRAIL 4" MIN. TREAD 2X4 THRUST BLOC NOTE: INS 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 USG SEC. 1003.3.3 4 301 BEAM PER PLAN BELOW STAIR INSTALL 5/8" TYPE 'X' b (2) LAYERS • GEILIN6, (I) LAYER • MALLS (3) 2XI2 STRINGERS FIRE EEDICIN6 • MID -SPAN 0 y am. NOT TO SCALE 1 MINAWINNAM FLR. J919. PER PLAN w � M• 1► 4 •• • I • •• 4 • • • • ., d. a ..t' r ■I wt w • reittrammin HOUS/&ARA&! F A1N WALL INTERIOR STAIR W � N HEADEI! NAIL SHEATHING TO HEADER •'S O.G. C.W. _-- APA otArgo SHCATHINS—rt••• 34" MIN. 4/0 EXP. I END TO f �RCTC GO DC � • 24 WIDE MIN. • • • 4 • • .4 • • • • 4• If I HORIZ. SEE PLAN FOR SIZE eee PLAN FOR DIM. ✓� 1111 Us)/1„,mmi 1111 111 - n" a II II: • ' L f 1 L • • 4 • • • 4 Ir 2X TOP PLATE O ff . NAILS F I IMAM re's • 190.C. I( VTUDS IN6 Tv o.c. ( • JOINTS 1(2)_2X PLATE NAIL -r..ATI4INIR TO EACH PLATE 1 .),„_ „ mar • 1 TT ( 9/8" DIA BOLTS X10" , all 111 111 —L.1 III —III —III I NOT TO SCALE 10 !! I mil 111110 SM: I♦ r LATERAL RES t11 Attlitattlatb T 'PANEL BATT INSULATIal PER PLAN GEILIN6 JOISTS PER PLAN (3) 8d NAILS • EACH TRUSS SIMPSON $4-I SEISMIC TIE • 48" O.C. 2 X STUDS PER PLAN • 96" BATT INSULATION PER PLAN co INS MATERIAL PER ATION OVER BUILDIN6 APER # SHEATHING PER PLAN FRAMIN6 bd NAILS • 6" O.G. PER PLAN INSULATION BAFFLE TO EXTEND 12" ABOVE INSULATION WITH 11/2" CLEAR AIRSPACE VENTED 2X BLOGKIN6 W/ (3) 2" DIA HOLES PER 24" O.G. FASCIA ER PAN'� 5" I ON TI N C 1S` METAL BUTTER ' .I � ""' /V.7 OVERHANG PER PLAN INISH PER ELEVATION OVER LB. BUILDING PAPER OR IR INFILTRATION BARRIER SHEATHING PER PLAN /I 1 SCALE I " = I 1 - MIK • • tf FLAT CEILING "I- 0 hilt! Nin 5 5b1 g v v:ibg !PIPPYVV, 8§gpitsiLgp ooffOglip W~F' F 44 r4g4 0.E.;Ot e§ BOTTOM OF FOOTING TO BE LEVEL w/ TOP OF WALL AFTER STEP BOTTOM OF FOUNDATION FOOTING FRAMING PER PLAN TOP OF FOUNDATION WALL I 1 I 4 d ° \ ° \ \ \ 4 \ \ 4 \ ° \ — •--. \ \ alkf— \ 4 •11. \ 4 \ \ Al \ \ d 4 \ A tc - 24" II I =1 _III III -- III - I I II I I' ' -11 1— III III III REINFORCEMENT PER PLAN 0 Lily" gT40" 16d • 6" O.G. SHEAR vrnu. PER PLAN TYPICAL ROOF DIAPHRAGM 1 1=r.=.11110. =rrM■■■••■■■•••- ■•r■••■••■•r■wr ∎r•••=1,r 11 / Roo 2xb SOLID BLOCKING 0 48" O.G. (3) I6d TO BLOCKING EACH END TYP. NOT TO SCALE ► — 1.1 6. F 1 T T--< <T -T T 1, I I 1= l i t iSSWINAWM PLR. JSTS. PER PLAN •!r • 4 * - 12 " DI MENSI FINISH PER ELEVATION OVER LB. BUILDING PAPER OR AIR I NF I LTRATION ARRIER OVER SHEATHING PER PLAN Z - FLASHING Hoop TRIM OPTIONAL 6" MIN. I �TI D NUO S TTI6HTLINERAIN f 11 5.. IF GUIRED 1 I ' =III I 1 "- 11 4" DIA. PERF. FOUNDATION DRAIN 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 9/4 T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED 2x BOLTS T PER MAX. USE S b 2x2xS/ *4 BAR r IC ' I 1dJ 4 HORIZ.. a' N • 6 MIL.CK'B. 11 , 1 • 1I •• • II •"• N 4 •• ( 2 ) * R TlN • • w 4 00 N4 8" Cr: _ 1 4 E 'c0, I' -O" CRICKET F.. `� �+ (2) 2X4 NAAI LE PER PLAN (2) 2X4 2X4 INFILL FRAMING 5/8" TYPE "X" G.W.B. 2 X 6 BUI SKYLIGHT 4" MIN. RE (2 LA +12' -O" A.F. - 2 GLASS • '-O" A.F.F.) '1"""""" tr. co ACQ S \ 4 � S s. S. \ \ S � BATT INSULATION t MI to Oh ti RAFTERS - - BEYOND TURER SCALE : I" = I'-O" rRAMINQr t rOUMpAT19N DIMENSION MINOF1 PER ELEVATION OVER 1 LB. BUILDING PAPER OR AIR INFILTRATION tRlp! OVER SHEATHING Pt PLAN Z - FLASHING OPTIONAL M 6" MIN. TIb►+nirE T p N � U � 4" DIA. PERF. FOUNDATION DRAIN N ammus4 V!' IdAL • Ib" O.G. ZON�A 2x STUDS PER PLAN t§ L P'.T. MR DHEARY�U�'R.L� H HEDUL E I2 MAX. F ENDS " IN. E 2 "x2 "x5 /I6" WASHER 1. USE 9/0" DIA. x $0" ANGH9R DOLTS R • 46" 0.04•41 2 "x2 x6 /I6" r " 6" " CI: 0 32 • 10" .G. • IO" O.G. BEAR ETIN JOUS NT. USE : I" = 1'-0" RIM JOIST TYPICAL 0 ALL EXTERIOR HALLS siwwww* Fusim. c SHEPOIALC n irANso I6d 02:0' .C. LOCATE SHEATHIN6 JOINT • COMMON MEMBER SHEAR NALL (SEE PLANS) L AROUND L ROOF T'RUSS SHEAR HALL TOP PLATE HEADER WINDOW OPENIN6 Wir -4 ;IP" t „ Th il II SHEAR HALL LEN6TH TRAP TOP 4 BOTTOM 74A-T A I X 6 . END LENGTH TH OF HALL OR iciaBLOCKI AS REQUIRED - cel w / g .7 0 **tit SHEAR. 'TRANSFER. 0 EXTERIOR. NALL 14 BLOCKIN6 PANEL PUNCTURED SHEAR INALL 44 .4 ' 4 t V) I-- cp W 7t (111 0 cc co o 88 < z IMP • • RIPCIRIED MY OF 11,4■ CounCit of Purilis` JUN 0 2 2003 FILIRMINT MTS. • DESIGNED BY. 0 ( j) Fms 0 I— CO -T— O W ( E .. r „., c\I cc: co cc o < z (1) cp u) c.) w (\ki o cb cc 0 2 < z ‘41) (41 DRAM BY DATE 1/06/0 LATERAL BY: DATE. REVISED BY' DA TE • • • • T.O. It • 4' -1" ADV. MAIN FLOOR O SIMPSON LU28 HANGER GIRDER TRUSS I _••• 40 Si MOW/. IND OD 00.5. 6" O.H. 12 O P I • ' LOOR ir CI° CC C ABV. MAIN FLOOR T.O. FL • 4' -I" ASV. MAIN FLOOR 24" 14 14 sc#IssoR TRUSS D SCALE: I /0' is I'-O• i T.O. R� 1' -I' - Ly_ � ABV. MAIN FLOOR ROOft AMING PLAN c o21: : SCALE: I /4" • I'-0 ROOF FRAMING NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL. BEAMS 4 HEADERS TO DE 4X10 DF*Z • 2X4 MALLS t bXD OF*Z • 2X6 MALLS U.N.O. D. PROVIDE VENTED BLOCKING OVER 5Ur1IIORT5. 4. BEARING MALLS ARE SHADED. ShR/►TN ALL GABLE ENDS PER r1-6. U.N.O. 6. SEE SHEET 1 FOR AMEN! MALL SCHEDULE. (2) A35 F.A. GIRDER TRUSS TO SHEAR WALL TOP PLATE 1. ALL TIRUS!ES: * SHALL BE STAMPED' BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON. I SHALL DE INSTALLED R BRACED TO ENGINEERS SPECIFICATIONS. • SHALL HAVE DESIGN DETAILS • DRAMMING'S► ON SITE FOR FRAMING INSPECTION. I SHALL NOT BE FIELD ALTERED YMITFiO11T PRIOR BUILDING DEPARTMENT APPROVAL OF ENOIPEERINIS CALCULATIONS. b. 5& SHEET I FOR ADDITIONAL NO'T!5. D. 6" 0.H. T.O. it • 11'-0" ADV. MAIN FLOOR Tr I II I 0.9.0 BIROBLOGKIN6• EAVE VENTILATION REQUIRED= PROVIDE: EAVE VENTILATION PROVIDED* 1"x'1" ATTIC ROOF JACK= UPPER VENTILATION REQ'D• PROVIDE: UPPER VENTILATION I W.OVIDED• TOTAL VENTILATION PROVIDED, • IMIIMINID III NOINP/M0 Oh NO RAKE m O D.S. 6" 0.H. T.O. I . • I1' -0" ABV. MAIN FLOOR T.O. 8' -I" ABV. MAIN FLOOR (2) A35 F.A. GIRDER TRUSS TO SHEAR WALL TOP PLATE A: 2154 S.F. TILATION REQUIRED: 2154 S.F. / 300 • PRovir3n2 VENTILATION • EAVES, 1/2 • 12" DELOYM RIDGE 33 S.I. / L.F. • 25% SCREEN REC� 1095.4 9.1. / 2 / S.I. PER L.F. 1411 L.F. BIRDBLOGKIN$ VENTILATION= SI1.I9 S.I. IS GREATER THAN 4 S.I. EACH - 25% SCREEN IREDUGTION• 1055. 5.1. / 2 / S.I. OF EACH VENT• 15 - 1 "x1" ATTIC ROOF JACKS 55125 5.1. 15 GREATER THAN Use. WI L.P. 191 NS USE IS • 1"Per ATTIC ROOF JACKS 106e•59 s.I. Is OREA= THAN 0 � (/) T - O Ijzr o W r s. Z F- (\LI o ces o 4 1 "x14" SCREENED FOUNDATION VENTS (I1 RE VIRED) 11.1 ( 7 1 \ j I.--- = c\I ROOF V TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY: Z 094 9.1. ItEbf'D 2.65 5.1. / L.F. 1 L.F. 911.19 9.1. 516. S.I. REQ'D 3615 9.1. EACH 14.01 VENTS 95I.25 S.I. 516. S•I. REQ'D 511.15 S.I. se1.a S.I. 1099. sa. r etro • Q 1 d IEF r " h'' 111 r• M MOM I NOM .11 /1211 muff AKA a B �1_ /1 N 4 1 -0 " 4x10 D.F. II =MUM 4'-0" amp s 0. 2' 0* U- SOFFIT, VENT, i INSULATE FLOOR ABV. W/ R -I4 N a ;t I 01 4'-0" 1" U- I8 "x24" (MIN.) DRAWL ACCESS INSULATE t W.S. 4 1 -0 " O DRAWL SPADE • 6 MIL (BLACK) VB. 4 1 -0 " Ii 0 O X 4 4x10 D.F. 41_/111 41 - 4 1 -0N 4' -ON . VOls U- X M • 0 • I IL • 4'-0" 4'-0" 4x10 DP ••• I "1-1-A1111=7. I 8 2 0 1} V C\.1 ID. it II 11111011....1: MI Et if 1111111 Mid& � i!adI1.1* - • 1 II i 0 2x5 P.T. LEDGER C/) � 8 (2) 8x8 P.T. POSTS f T" TYP. • PORCH W O D.S. 8 00.5 2 1_ 0 " TYPE AND AMOUNTS Ft& RESTRAINT HARDWARE " ATION *N HPAH022 ON TOTAL. TALL I -I/2" FROM CORNERS OR ROUGH OPENINGS, VW (21) I6d NAILS EACH. SIMPSON STHDI4RJ (8) TOTAL. INSTALL I -I/2" FROM CORNERS OR ROUGH OPENINGS, USE (38) I6d NAILS EACH. SIMPSON STHDI4 (5) TOTAL INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (55) I6d NAILS EACH. FOUNJ7ATION NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS CONDITIONS PRIOR TO CONSTRUCTION. 2. PROVIDE SOLID BLOCKING OVER SUPPORTS. 5. POSTS TO BE P.T. 4X4 DF *2 I P.T. 4X6 DF *2 • BEAM JOINTS, U.N.O. 4. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 5. ALL WOOD IN CONTACT WU TH GONG. TO BE PRESSURE TREATED 6. SOFFIT, VENT, 4 INSULATE CANTILEVERED FLOORS. 1. INSTALL SIMPSON CONC. TO WOOD HOLDOY' NS W I I /2" FROM CORNERS I WINDO ROUGH OPENINGS, ALSO SEE MANUFACTURER'S FACTURER'S SPECS. S. STEP FOUNDATION PER SITE CONDITIONS. 4. 2000 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE elFIED IN FIELD. SFPICE 5/ A. ANCHOR DOLTS • 5' Q.G. W/ 2" /16ATE WASHERS U.N.O. " I I T'OR SHEAR WALL SCHEDULE. IZ SEWEErctOR ADDITIONAL NOTES. L_ W LINE OF ALL ABV., 41 -0N 41_0" 4 F"'" r--- G ____CE_CCF-0" OVERALL FOOTPRINT 1 00 FOUNDAT SCALE: 1/4" • 1'-0" D. LINE OF O a ABOVE 8 P.T. 4' N 42'•0" 2 ' D.S. 10 DS. 'PLAN 21/-0" 2'-4 g/ .- -rt--- CONTINUE FOOTING BENEATH DOORS EDGE OF SLAB LINE OF FOOTINGS TYPICAL WPM 56" WIDE (MIN.) GONG. LANDING SOFFIT, VENT, I INSULATE FLOOR ADV. WV R -14 22 2O'-O" 15'-4" SLAB .ON GRADE 4' GONG. O (BLACK) 6 MIL (BLACK) V.B. OVER 4' GRANULAR. GRANULAR. FILL SLOPE 4' TO O.N. DOORS CRAYILSPACE AREA: VENTILATION REQUIRED= USE: VENT AREA • VENTS REQUIRED • PROVIDE: VENTILATION PROVIDED • PAZZIWZ N 0 CC ( X ) ID: Q 28 Q z � 0.9.0 O O i o co cr:0 < ZI ° 00.9. CAPE r'f ,'1,0111_A kG' r.. r) JUN 2 5 2"'3 TION VENTILATION 1264 S.F. 1264 3.F./150 • 1219.44 51. REO'D 1 "X14" FOUNDATION VENTS 4 16 SI.- 25% REDUC.,I /41E914 • 793 Si. 1219.44 941 VENT AREA • 1651 el. 11 1 VENTS, AREA • 124 SI. 124 61. IS dRLATE R THAN 1215.44 SI . MOD I, TXI4" FOUNDATION VENTS TS :DO _ I, SOFFIT, VEZII INSULATE ADV. II/ R -I4 1t r - • ^a ` ' • (ITV OF TUKINII.A w ^+;r "4 +i7 - JUN 0 2 2003 ITT k,EN T et. .• - i • , • • C, 5J _ r• • I 1 law7717.-S• - mielb=7,-/„; 1 311 Sp )1 • WPCS PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST. INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE ISM FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PUMAS VARIATIONS THEREOF MAIHOUT WIIITIEN 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. tICC. IORI i P Is k ‘ N% 15,435- 1 •••.. O ) i .a ^.G''r • i rCI ,.h!1^rlirrl ne :�... ers • w tea. • .•••• • 'L...) DESIGNED eV DATE TG 1 DRAWN BY: DATE I /06 /O LATERAL BYE DATE DJ 5/21/01 REVISED BY- DATE. T.O. It • 4' -1" ADV. MAIN FLOOR O SIMPSON LU28 HANGER GIRDER TRUSS I _••• 40 Si MOW/. IND OD 00.5. 6" O.H. 12 O P I • ' LOOR ir CI° CC C ABV. MAIN FLOOR T.O. FL • 4' -I" ASV. MAIN FLOOR 24" 14 14 sc#IssoR TRUSS D SCALE: I /0' is I'-O• i T.O. R� 1' -I' - Ly_ � ABV. MAIN FLOOR ROOft AMING PLAN c o21: : SCALE: I /4" • I'-0 ROOF FRAMING NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL. BEAMS 4 HEADERS TO DE 4X10 DF*Z • 2X4 MALLS t bXD OF*Z • 2X6 MALLS U.N.O. D. PROVIDE VENTED BLOCKING OVER 5Ur1IIORT5. 4. BEARING MALLS ARE SHADED. ShR/►TN ALL GABLE ENDS PER r1-6. U.N.O. 6. SEE SHEET 1 FOR AMEN! MALL SCHEDULE. (2) A35 F.A. GIRDER TRUSS TO SHEAR WALL TOP PLATE 1. ALL TIRUS!ES: * SHALL BE STAMPED' BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON. I SHALL DE INSTALLED R BRACED TO ENGINEERS SPECIFICATIONS. • SHALL HAVE DESIGN DETAILS • DRAMMING'S► ON SITE FOR FRAMING INSPECTION. I SHALL NOT BE FIELD ALTERED YMITFiO11T PRIOR BUILDING DEPARTMENT APPROVAL OF ENOIPEERINIS CALCULATIONS. b. 5& SHEET I FOR ADDITIONAL NO'T!5. D. 6" 0.H. T.O. it • 11'-0" ADV. MAIN FLOOR Tr I II I 0.9.0 BIROBLOGKIN6• EAVE VENTILATION REQUIRED= PROVIDE: EAVE VENTILATION PROVIDED* 1"x'1" ATTIC ROOF JACK= UPPER VENTILATION REQ'D• PROVIDE: UPPER VENTILATION I W.OVIDED• TOTAL VENTILATION PROVIDED, • IMIIMINID III NOINP/M0 Oh NO RAKE m O D.S. 6" 0.H. T.O. I . • I1' -0" ABV. MAIN FLOOR T.O. 8' -I" ABV. MAIN FLOOR (2) A35 F.A. GIRDER TRUSS TO SHEAR WALL TOP PLATE A: 2154 S.F. TILATION REQUIRED: 2154 S.F. / 300 • PRovir3n2 VENTILATION • EAVES, 1/2 • 12" DELOYM RIDGE 33 S.I. / L.F. • 25% SCREEN REC� 1095.4 9.1. / 2 / S.I. PER L.F. 1411 L.F. BIRDBLOGKIN$ VENTILATION= SI1.I9 S.I. IS GREATER THAN 4 S.I. EACH - 25% SCREEN IREDUGTION• 1055. 5.1. / 2 / S.I. OF EACH VENT• 15 - 1 "x1" ATTIC ROOF JACKS 55125 5.1. 15 GREATER THAN Use. WI L.P. 191 NS USE IS • 1"Per ATTIC ROOF JACKS 106e•59 s.I. Is OREA= THAN 0 � (/) T - O Ijzr o W r s. Z F- (\LI o ces o 4 1 "x14" SCREENED FOUNDATION VENTS (I1 RE VIRED) 11.1 ( 7 1 \ j I.--- = c\I ROOF V TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY: Z 094 9.1. ItEbf'D 2.65 5.1. / L.F. 1 L.F. 911.19 9.1. 516. S.I. REQ'D 3615 9.1. EACH 14.01 VENTS 95I.25 S.I. 516. S•I. REQ'D 511.15 S.I. se1.a S.I. 1099. sa. r etro • Q 1 d IEF r " h'' 111 r• M MOM I NOM .11 /1211 muff AKA a B �1_ /1 N 4 1 -0 " 4x10 D.F. II =MUM 4'-0" amp s 0. 2' 0* U- SOFFIT, VENT, i INSULATE FLOOR ABV. W/ R -I4 N a ;t I 01 4'-0" 1" U- I8 "x24" (MIN.) DRAWL ACCESS INSULATE t W.S. 4 1 -0 " O DRAWL SPADE • 6 MIL (BLACK) VB. 4 1 -0 " Ii 0 O X 4 4x10 D.F. 41_/111 41 - 4 1 -0N 4' -ON . VOls U- X M • 0 • I IL • 4'-0" 4'-0" 4x10 DP ••• I "1-1-A1111=7. I 8 2 0 1} V C\.1 ID. it II 11111011....1: MI Et if 1111111 Mid& � i!adI1.1* - • 1 II i 0 2x5 P.T. LEDGER C/) � 8 (2) 8x8 P.T. POSTS f T" TYP. • PORCH W O D.S. 8 00.5 2 1_ 0 " TYPE AND AMOUNTS Ft& RESTRAINT HARDWARE " ATION *N HPAH022 ON TOTAL. TALL I -I/2" FROM CORNERS OR ROUGH OPENINGS, VW (21) I6d NAILS EACH. SIMPSON STHDI4RJ (8) TOTAL. INSTALL I -I/2" FROM CORNERS OR ROUGH OPENINGS, USE (38) I6d NAILS EACH. SIMPSON STHDI4 (5) TOTAL INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (55) I6d NAILS EACH. FOUNJ7ATION NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS CONDITIONS PRIOR TO CONSTRUCTION. 2. PROVIDE SOLID BLOCKING OVER SUPPORTS. 5. POSTS TO BE P.T. 4X4 DF *2 I P.T. 4X6 DF *2 • BEAM JOINTS, U.N.O. 4. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 5. ALL WOOD IN CONTACT WU TH GONG. TO BE PRESSURE TREATED 6. SOFFIT, VENT, 4 INSULATE CANTILEVERED FLOORS. 1. INSTALL SIMPSON CONC. TO WOOD HOLDOY' NS W I I /2" FROM CORNERS I WINDO ROUGH OPENINGS, ALSO SEE MANUFACTURER'S FACTURER'S SPECS. S. STEP FOUNDATION PER SITE CONDITIONS. 4. 2000 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE elFIED IN FIELD. SFPICE 5/ A. ANCHOR DOLTS • 5' Q.G. W/ 2" /16ATE WASHERS U.N.O. " I I T'OR SHEAR WALL SCHEDULE. IZ SEWEErctOR ADDITIONAL NOTES. L_ W LINE OF ALL ABV., 41 -0N 41_0" 4 F"'" r--- G ____CE_CCF-0" OVERALL FOOTPRINT 1 00 FOUNDAT SCALE: 1/4" • 1'-0" D. LINE OF O a ABOVE 8 P.T. 4' N 42'•0" 2 ' D.S. 10 DS. 'PLAN 21/-0" 2'-4 g/ .- -rt--- CONTINUE FOOTING BENEATH DOORS EDGE OF SLAB LINE OF FOOTINGS TYPICAL WPM 56" WIDE (MIN.) GONG. LANDING SOFFIT, VENT, I INSULATE FLOOR ADV. WV R -14 22 2O'-O" 15'-4" SLAB .ON GRADE 4' GONG. O (BLACK) 6 MIL (BLACK) V.B. OVER 4' GRANULAR. GRANULAR. FILL SLOPE 4' TO O.N. DOORS CRAYILSPACE AREA: VENTILATION REQUIRED= USE: VENT AREA • VENTS REQUIRED • PROVIDE: VENTILATION PROVIDED • PAZZIWZ N 0 CC ( X ) ID: Q 28 Q z � 0.9.0 O O i o co cr:0 < ZI ° 00.9. CAPE r'f ,'1,0111_A kG' r.. r) JUN 2 5 2"'3 TION VENTILATION 1264 S.F. 1264 3.F./150 • 1219.44 51. REO'D 1 "X14" FOUNDATION VENTS 4 16 SI.- 25% REDUC.,I /41E914 • 793 Si. 1219.44 941 VENT AREA • 1651 el. 11 1 VENTS, AREA • 124 SI. 124 61. IS dRLATE R THAN 1215.44 SI . MOD I, TXI4" FOUNDATION VENTS TS :DO _ I, SOFFIT, VEZII INSULATE ADV. II/ R -I4 1t r - • ^a ` ' • (ITV OF TUKINII.A w ^+;r "4 +i7 - JUN 0 2 2003 ITT k,EN T et. .• - i • , • • C, 5J _ r• • I LATERAL RESTRAINT HARPVAR 12 ilroMgr adi r• "11%11 IP a 1 311 » -)' -44 3Z131SIO OS PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS VARIATIONS THEREOF vaTHOUT WRITTEN FROM ARCHITECTS NORTHWEST. IINCNC. IS STRICTLY PROHIBITED. THESE DRAWANGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE. AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST. INC. y I {� MAIN FLOOR 0 SIMPSON HPAHD22 (8) TOTAL. INSTALL I -I /2" FROM CORNERS OR ROUGH OPENING'S, USE (21) I6d NAILS EACH. ® SIMPSON STHDI4RJ (b) TOTAL. INSTALL I -I/2" FROM CORNERS OR ROUGH OPENINGS, USE (38) I6d NAILS EACH. `8' SIMPSON STH014 (3) TOTAL. INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (38) I6d NAILS EACH. — SIMPSON 0516 STRAP (2) TOTAL. INSTALL VERTICALLY DOWN TO BEAM BELOW. PROVIDE II" END LENGTH, USE (22) eta NAILS EACH. — — Ri WA 51•1. UPPER FLOOR -- SIMPSON CS16 STRAP (5) TOTI4 J& UP "'ER" FL INSTALL VERTICALLY DOWN T WALL O PROVIDE II" END LENGTH, USE ` bd�.S WI H. 1 -GGVG 1 DESIGNED TG BY: DATE: Igq"1 ORAMIN BY: DATE SWD I/06/01 LATERAL BY: DATE. DJ 5/21/01 REVISED BY: DATE. LATERAL RESTRAINT HARPVAR SYMBOL HOLDOWN TYPE AND AMOUNTS y I {� MAIN FLOOR 0 SIMPSON HPAHD22 (8) TOTAL. INSTALL I -I /2" FROM CORNERS OR ROUGH OPENING'S, USE (21) I6d NAILS EACH. ® SIMPSON STHDI4RJ (b) TOTAL. INSTALL I -I/2" FROM CORNERS OR ROUGH OPENINGS, USE (38) I6d NAILS EACH. `8' SIMPSON STH014 (3) TOTAL. INSTALL I -1/2" FROM CORNERS OR ROUGH OPENINGS, USE (38) I6d NAILS EACH. — SIMPSON 0516 STRAP (2) TOTAL. INSTALL VERTICALLY DOWN TO BEAM BELOW. PROVIDE II" END LENGTH, USE (22) eta NAILS EACH. — — DOUBLE SIMPSON C516 STRAP (2) LOCATIONS. INSTALL VERTICALLY DOWN TO RIM JOIST. PROVIDE II" END LENGTH, USE (22) bd NAILS WA 51•1. UPPER FLOOR -- SIMPSON CS16 STRAP (5) TOTI4 J& UP "'ER" FL INSTALL VERTICALLY DOWN T WALL O PROVIDE II" END LENGTH, USE ` bd�.S WI H. VENTILATION - ric REPENTS w 0 (SEE 1q WASHINGTON STATE 1 , P 4 a,.. A AIR QUALITY CO'DE) SYMBOL FAN TYRE y I {� "NJTOPIE" QT ISO 1.0 SONES 102 CFM • .26 N16 190 CFM • .10 1"16 . "WTOPE' QT DO I. 4015 b'J GF■ • 25 Y'Ib DO CFM • .10 NI6 NOTES! I. 2. 8. 4. USE OT 130 (100 CFM MINA • ALL KITCHEN t WHOLE HOUSE FAN. USE QT 00 (9O GFM MIN.) •,ALL OTHER LOCATIONS. AU. FANS TO VENT DIRECTLY TO OUTSIDE. ALL OTHER REQUIREMENTS OF I 1 VI/10 MUST DE MET. . , AREA SUMMARY LOWER FLOOR, WA MAIN FLOOR: 12 S.P. UPPER FLOOR: 61 S.F. TOTAL PINIONED fReA, 3$ OP. UNFINISHED AREA! WA OARAdreg i IVO S.F. SKYWALL BELOW 6x12 D.P. __ LINE OF INT. VAULT ___________ SOFFIT DOWN TO $' - A.F.F. 41 OPEN TO BELOW SLOPING I/2 WALL -- • 36" ABV. NOSING W/ CONT. HANDRAIL I'2 P. 5 PIG. 1 P. b ° 4 ° DBL. surest 3 PIG. HOLD B FOR CON LINE OF ROOF BELOW BEDRM 3 WHOLE HOUSE FAN W/ AUTO TIMER 4 MANUAL OVERRIDE J r L_ L i 12' -o" cr cc w J n N U FF OOR PLAN SCALE: VL' . r.pCE CD c o S - Q N F— (f) o LINE OF WALL BELINU_ _ � N CC th �!0 FLOOR PLAN NOaCez 2x4 KNEE NIALL BELOW 4 ° 2 ° SKYLIGHT V LAM. GLASS 5 PICTURE W/ SAP. *LASS I. CONTRACTOR SHALL VERI NOTES, DIMENSIONS s CONDITIONS PRIOR TO TION. 2. ALL BEAMS 4 HEADERS TO 4x10 DP *2 • 2x4 WALLS 4 6,0 DF »2 • 2x6 MALLS U.N.O. 5. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. PROVIDE FIRE BLOCKING • ALL PLU BIN* PENETRATIONS. 5. WINDOW I DOOR°. ARE SHOWN I NOTED AS NOMINAL 'SIZES. 6. WINDOW HEADERS • 6' -b" ABOVE FINISHED FLOOR, U.N.O. 'T. AU. WOOD IN CONTACT WITH CONC. TO DE PRESSURZ TREATED. D. EXTERIOR WALLS TO BE 2x STUDS • 16" O.G., U.N.O. INSTALL SIMPSON GONG. TO WOOD HOLPOPW4 11/2" FROM CORNERS • p1ICOW ROV0 4 OPENING'S, ALSO SEE MANPAGTUlER'S SPECS. • V E. < tn I qC II. 12. 19. 14. O SAFETY 6LAS6 ENCLOSURE • SHWIR. 4 1• O 9 1- csi T n 1111••••■ Mb 4111•11111=11 WO 41■111•11•1111•P .111111111111M11 110 G5I6 STRAP TOP t BOTTOM OF WINDOW OPENING SEE DETAIL CO I— I-- (0 U W 1.1.1 2 ocr: cro ¢z • _.rte_ ell rwMI LINE OF INT. VAULT LIVING TYP. � - 3 S.H. 3 S.H. 3 PIC 13 ° PIG G �► V' POR. 2x4 CED : f 4x12_ D.F. (2) 8x8 P.T. POSTS TYP. • PORCH ►_ , BACK STUD - 4x12 D.F. 4' -8" t 2'-O" 3'-4" 1 3-GAR GARAGE 111116.- ■11■.. 011111111112 1112112 I Gral ..111111112/ .911111 'OFF FL OG —(2) A35 FA TO SHEAR (FULL LENS 2x10 P.J. 22 "X30" (RMNJ HOLD BACK STUD FOR CONT. SHEATHING (4) ASS P.A. • CORNER OF Cou ••:. '�; ' Af PM! shing �' n *nt •• CA 1 • E ;ES r'.. A '. .::a ''v _EGA � " ES ►� ��� � •0 00 0 1 0•11 � G CO I— iciD Ci) W ; (7:4 N onr: o:O ;1' ¢z O O n CO I— F— W I= = ice. octco crO� <Zi 10. • INDICATES POINT LOAD SUr'P BY (2) STUDS, U.N.O. _ g in • SMOKE DETECTORS: 410 • SHALL BE 110 V INTERCONMC • W1/ BATTERY BACKUP • SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS • SHALL BE INSTALLED IN EACH LOCATION 'WERE THERE IS A CEILING CHANGE GREATER THAN 24" ALL EXTERIOR WALLS TO BE PI -6 V.N.O. SEE SHEET 'T FOR SHEAR WALL SCHEDULE. SEE SHEET I FOR ADDITIONAL NOTES. L •1011M1.111111111111M OM OD ;t S" WIDE SOFFIT IO -0 MAIN FL SCALE! 1/4" • I'-0" _........, • .._.. N.......- ........ ■••∎••• ......,....,... w -PLAN .1 fr N' • r« � 3U A '' r .. 14' 4 I' 0 Cr a lb • • aC Q • 2' - --- -- 01•00. - r I 1 W ' s 4 5 rm► nr 1110141t JUN(122003 • I 9 V • i da 2x6 TRIM (2) 8x8 P.T. POSTS WRAP W/ CEDAR 2x3 FLAT OVER 2x6 TRIM MAIN FLOOR .1111111.. .11111lI1111U11 _a111II111IUI1I11II1111I1, .. I11III111IUI1111l1111IlI111I11I16 ,. .•MIUIMIII1111I1l11111 1111 /IN1 /1U1111111 /111 /I. .A111116.. 1i1II11111I111.. 1111111111 " 4 1II111III111III1I1III1I11II1111. 11111I1111111L111II11111111111IU1 — l =MI MEC 57111 4111111111 MINE 57-11:' a..316. ■ .. I - L H 1 -1 IO" WIDE TRIM 2x3 FLAT OVER 2x6 WINDOW TRIM CONTINUOUS GUTTER OVER S" FASCIA (2) 4x6 WOOD •ORDELS 1x4 TRIM OVER IT FASCIA SHIP4 LE SIDINS 12 2x10 TRIM 2x6 WINDOW TRIM TYP. 2x5 FLAT OVER MAIN FLOOR T.O. BEAM • PORCH • UPPER 2x4 CORNER TRIM TYPICAL SUBFLOOR R. • MAIN i 6" EXPOSED LAP dd 5IDI TYP. s MAIN FLOOR 0 4 SKYLIGHT NV LAM. 6LA S FRONT ELEVATION ELEVATION NOTES: I. VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER U.B.G. 5102. 3. CAULK ALL EXTERIOR JOINTS i PENETRATIONS. 4. PROVIDE WEATHER STRIPPING i FLASHING AT ALL DOORS I WINDOWS PER U.B.G. 140 2.2. 5. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING i GOUNTERFLASHIN6 • ALL ROOF PENETRATIONS, CHIMNEYS I SKYLIGHTS. 6. PROVIDE CONTINUOUS METAL GUTTERS 4 DOWNSPOUTS • ALL EAVES, TYPICAL. 1. SEE SHEET I FOR ADDITIONAL NOTES. SAFETY GLASS SCALE: I/4" • II-O" 2x10 TRIM REAR ELEVATION COMPOSITION SHINGLES TYPICAL 4 SKYLIGHT W/ LAM. GLASS 5 GLASS CONCRETE LANDIN6 2x6 WINDOW TRIM TYP. 2x5 FLAT OVER 2x6 WINDOW TRIM TYP. j LS 2 to COMPOSITION SHINGLES TYPICAL R. • 6ARA6E 2x4 CORNER TRIM TYPICAL . _ _� . ••• ter ` V ` • t, �. • • • :,t r L .;. • h at`: ;ter+ DNS • � - � of Pub'ishir^ _ Home Des' TO •• D c5 I AE 'h'5 S R..• DINING MAIN FLOOR • 5- X03 MEMO MTV OF TUICNIR,/1 JUN 0 2 2003 piorwiT GINT'ER 1 • zoisr/ cmire,;;r1;AliAll 311• ,a - • r 31510 • = s•oNI PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHMIEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE NTH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS VARIATIONS THEREOF IM THOU T MITTEN FROM ARCHITECTS NORTNIMEST, INC. IS STRICTLY PROHIBITED. THESE ORAMANCS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERinCE ARE. ANO SHAD. REMAIN. THE PROPERTY OF ARCHITECTS NOR THUEST. INC. Ri 100 1=A=Ci..1 DESIGNED TG BY: DATE: VIA/ DRAM BY: DATE: 3WD 1/06/01 LATERAL BY: DATE: DJ 3/21/01 REVISED BY• DATE: ■ 9 V • i da 2x6 TRIM (2) 8x8 P.T. POSTS WRAP W/ CEDAR 2x3 FLAT OVER 2x6 TRIM MAIN FLOOR .1111111.. .11111lI1111U11 _a111II111IUI1I11II1111I1, .. I11III111IUI1111l1111IlI111I11I16 ,. .•MIUIMIII1111I1l11111 1111 /IN1 /1U1111111 /111 /I. .A111116.. 1i1II11111I111.. 1111111111 " 4 1II111III111III1I1III1I11II1111. 11111I1111111L111II11111111111IU1 — l =MI MEC 57111 4111111111 MINE 57-11:' a..316. ■ .. I - L H 1 -1 IO" WIDE TRIM 2x3 FLAT OVER 2x6 WINDOW TRIM CONTINUOUS GUTTER OVER S" FASCIA (2) 4x6 WOOD •ORDELS 1x4 TRIM OVER IT FASCIA SHIP4 LE SIDINS 12 2x10 TRIM 2x6 WINDOW TRIM TYP. 2x5 FLAT OVER MAIN FLOOR T.O. BEAM • PORCH • UPPER 2x4 CORNER TRIM TYPICAL SUBFLOOR R. • MAIN i 6" EXPOSED LAP dd 5IDI TYP. s MAIN FLOOR 0 4 SKYLIGHT NV LAM. 6LA S FRONT ELEVATION ELEVATION NOTES: I. VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER U.B.G. 5102. 3. CAULK ALL EXTERIOR JOINTS i PENETRATIONS. 4. PROVIDE WEATHER STRIPPING i FLASHING AT ALL DOORS I WINDOWS PER U.B.G. 140 2.2. 5. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING i GOUNTERFLASHIN6 • ALL ROOF PENETRATIONS, CHIMNEYS I SKYLIGHTS. 6. PROVIDE CONTINUOUS METAL GUTTERS 4 DOWNSPOUTS • ALL EAVES, TYPICAL. 1. SEE SHEET I FOR ADDITIONAL NOTES. SAFETY GLASS SCALE: I/4" • II-O" 2x10 TRIM REAR ELEVATION COMPOSITION SHINGLES TYPICAL 4 SKYLIGHT W/ LAM. GLASS 5 GLASS CONCRETE LANDIN6 2x6 WINDOW TRIM TYP. 2x5 FLAT OVER 2x6 WINDOW TRIM TYP. j LS 2 to COMPOSITION SHINGLES TYPICAL R. • 6ARA6E 2x4 CORNER TRIM TYPICAL . _ _� . ••• ter ` V ` • t, �. • • • :,t r L .;. • h at`: ;ter+ DNS • � - � of Pub'ishir^ _ Home Des' TO •• D c5 I AE 'h'5 S R..• DINING MAIN FLOOR • 5- X03 MEMO MTV OF TUICNIR,/1 JUN 0 2 2003 piorwiT GINT'ER 1 • V LINE OF INT. VAULT (3:12) Ix4 TRIM OVER 12" FASCIA .III ►'1111 /I11I,.. .��.1111111 ..4111111111111111111111111111N11111111111111111, .. iIlI11111111111I1111IUI1111lI111Iu1111III1i .,_ ,ICY, •.r'- •- .w -.. - -- IIIIIIUI�IIIIIUIIIIIU UINIIIII.III I I11I.11111.I1111I1111 _IU.. ''�_ 1 1111111111111111111111111 11�11 " 1111 � F111 '11111 ' 1 " 11 :11 1 11111 111 1111 111 117111 4 , ''�I1111 1 1 - 2x10 TRIM EN III MI IN MN --, MI III It • DINING 6" EXPOSED LAP SIDING TYP. MAIN FLOOR LINE OF SCISSOR TRUSSES LINE OF INT. VAULT Ix4 TRIM OVER 12" FASCIA (3:12) 12 r LEFT ELEVATION ELEVATION NOTES 12 I. VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN 4 SCHEDULE PRIOR TO INSTALLIN6 SIDIN6. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER U.B.C. 3102. 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE WEATHER STRI PPI N6 4 FLASHIN6 AT ALL DOORS t WINDOWS PER U.B.G. 140 2.2. 5. PROVIDE 6ALVANI ZED OR ANODIZED SHEET METAL FLASHI N6 I GOUNTERFLASHIN6 0 ALL ROOF PENETRATIONS, CHIMNEYS t SKYLI6HTS. 6. PROVIDE CONTINUOUS METAL GUTTERS # DOWNSPOUTS 0 ALL EAVES, TYPICAL. 1. SEE SHEET I FOR ADDITIONAL NOTES. RIGHT ELEVATION SCALE: 1/4" . 1 • - CONTINUOUS 6UTTER OVER 8" FASCIA 2x10 TRIM COMPOSITION SHINISLES TYPICAL 6" EXPOSED LAP SIDING TYP. SHINGLE SIDING 12 12 SAFETY GLASS Ix4 TRIM 12" FASCIA �........ .....,......._ ,. _ _ i J - r. ,� 317: • • '' S of uUli shing • (./� , _ JT7 • r )- _A , - r < • A T� • •• • i • ••. P' •••• n •• .. 6ARA6E 2x6 POOR TRIM 2x4 CORNER TRIM TYPICAL MAIN FLOOR 2x6 WINDOW TRIM TYP. 2x3 FLAT OVER 2x6 WINDOW TRIM TYP. SUBFLOOR R. MAIN MAIN FLOOR .�. • ti .,se • • i "1:1) t!) gort 1,7 I A 511,ww r� nr 'i w1PpUp A JUN •) '''NY I lZ4I I r/gP I f� 1 311 • 34J3ISIS ems PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE MATH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS VARIATIONS THEREOF IMTHOUT MITTEN FROM ARCHITECTS NORTHMEST. INC. IS STRICTLY PROHIITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE. AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST. INC. R1 I -GGVG DESIGNED BY: DATE: TG Marl DRAIN BY: DATE: 1/08/01 LATERAL BY: DATE: DJ 3/21/01 REVISED BY DATE: V LINE OF INT. VAULT (3:12) Ix4 TRIM OVER 12" FASCIA .III ►'1111 /I11I,.. .��.1111111 ..4111111111111111111111111111N11111111111111111, .. iIlI11111111111I1111IUI1111lI111Iu1111III1i .,_ ,ICY, •.r'- •- .w -.. - -- IIIIIIUI�IIIIIUIIIIIU UINIIIII.III I I11I.11111.I1111I1111 _IU.. ''�_ 1 1111111111111111111111111 11�11 " 1111 � F111 '11111 ' 1 " 11 :11 1 11111 111 1111 111 117111 4 , ''�I1111 1 1 - 2x10 TRIM EN III MI IN MN --, MI III It • DINING 6" EXPOSED LAP SIDING TYP. MAIN FLOOR LINE OF SCISSOR TRUSSES LINE OF INT. VAULT Ix4 TRIM OVER 12" FASCIA (3:12) 12 r LEFT ELEVATION ELEVATION NOTES 12 I. VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN 4 SCHEDULE PRIOR TO INSTALLIN6 SIDIN6. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER U.B.C. 3102. 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE WEATHER STRI PPI N6 4 FLASHIN6 AT ALL DOORS t WINDOWS PER U.B.G. 140 2.2. 5. PROVIDE 6ALVANI ZED OR ANODIZED SHEET METAL FLASHI N6 I GOUNTERFLASHIN6 0 ALL ROOF PENETRATIONS, CHIMNEYS t SKYLI6HTS. 6. PROVIDE CONTINUOUS METAL GUTTERS # DOWNSPOUTS 0 ALL EAVES, TYPICAL. 1. SEE SHEET I FOR ADDITIONAL NOTES. RIGHT ELEVATION SCALE: 1/4" . 1 • - CONTINUOUS 6UTTER OVER 8" FASCIA 2x10 TRIM COMPOSITION SHINISLES TYPICAL 6" EXPOSED LAP SIDING TYP. SHINGLE SIDING 12 12 SAFETY GLASS Ix4 TRIM 12" FASCIA �........ .....,......._ ,. _ _ i J - r. ,� 317: • • '' S of uUli shing • (./� , _ JT7 • r )- _A , - r < • A T� • •• • i • ••. P' •••• n •• .. 6ARA6E 2x6 POOR TRIM 2x4 CORNER TRIM TYPICAL MAIN FLOOR 2x6 WINDOW TRIM TYP. 2x3 FLAT OVER 2x6 WINDOW TRIM TYP. SUBFLOOR R. MAIN MAIN FLOOR .�. • ti .,se • • i "1:1) t!) gort 1,7 I A 511,ww r� nr 'i w1PpUp A JUN •) '''NY I SHEAR yNALL SCH!2W- (SEE I4q1 UBG TABLE 23- I1 -I -I, 4 23- I ) ri: co _ co ire we , .L 311 . - •311131510 t.00 PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS VARIATIONS THEREOF IMTHOUT IIARITTEN FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERNCE ARE. AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST, INC. Mb" 0.5.8. W/ bd (0.115 ") NAILS • b" O.G. ANGHORA6E (INTERIOR WALLS ONLY) TO g / (• " K'6) BELOW: Ibd NAILS • b" O.G. Melt V = 304 PLr 1 /Ib" 0.5.6. 1' bd (O.II5 ") NAILS • 4" O.G. °'"°"'" ANCHORAGE (INTERIOR WALLS ONLY) TO JOIST (OR DLK'6) BELOW: Ibd NAILS • 4" O.G. PI-6 'WI 1/16" 0.5.6. V4' ad (0.113 ") NAILS • 5" O.G. A (INTERIOR WALLS) TO =VOLE JOIST (OR 13LK BELOW: ltd NAILS • 9" O.G. (STAGGER NAILS TO ALT. MEMBER) NOTES: THE SHEAR VALUE'S IN THIS TABLE ARE BASED UPON THE USE OF bd PNEUMATICALLY DRIVEN NAILS WITH A MINIMUM SHANK DIAMETER OF O.I19 ". ALL SHEAR WALLS) TO BE SHEATHED FROM TOP PLATE TO BOTTOM PLATE UNLESS NOTED OTHERWISE. BLOCK ALL PANEL EDGES. NAIL SPACING IS FOR ALL PANEL EDGES. SPACE NAILS • 12" O.G. ALONG 1 I ATE FRAMING memo It$. 18.38% ABOVE GRADE WALLS R -21 ' MAX VERTICAL U -VALUE ALLOWED 0.40 BELOW GRADE WALLS (INTERIOR) R -21 II w' 0.37 FLOORS OVER UNHEATED SPACES R -30 15A55-1 0.58 SLAB PERIMETER R -10 PROPOSED OVERHEAD U -VALUE DESIGNED BY. DATE' TG Iggir DRAM BY DATE: SID I/06/01 LATERAL BY DATE- DJ 5/ZI/OI Ntvisto Or DATE. 1/2" I SHEAR yNALL SCH!2W- (SEE I4q1 UBG TABLE 23- I1 -I -I, 4 23- I ) ri: co _ co ft CO V = I96 PLF Mb" 0.5.8. W/ bd (0.115 ") NAILS • b" O.G. ANGHORA6E (INTERIOR WALLS ONLY) TO g / (• " K'6) BELOW: Ibd NAILS • b" O.G. Melt V = 304 PLr 1 /Ib" 0.5.6. 1' bd (O.II5 ") NAILS • 4" O.G. °'"°"'" ANCHORAGE (INTERIOR WALLS ONLY) TO JOIST (OR DLK'6) BELOW: Ibd NAILS • 4" O.G. PI-6 V u Iga PLF 1/16" 0.5.6. V4' ad (0.113 ") NAILS • 5" O.G. A (INTERIOR WALLS) TO =VOLE JOIST (OR 13LK BELOW: ltd NAILS • 9" O.G. (STAGGER NAILS TO ALT. MEMBER) NOTES: THE SHEAR VALUE'S IN THIS TABLE ARE BASED UPON THE USE OF bd PNEUMATICALLY DRIVEN NAILS WITH A MINIMUM SHANK DIAMETER OF O.I19 ". ALL SHEAR WALLS) TO BE SHEATHED FROM TOP PLATE TO BOTTOM PLATE UNLESS NOTED OTHERWISE. BLOCK ALL PANEL EDGES. NAIL SPACING IS FOR ALL PANEL EDGES. SPACE NAILS • 12" O.G. ALONG 1 I ATE FRAMING memo It$. 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 18.38% ABOVE GRADE WALLS R -21 ' MAX VERTICAL U -VALUE ALLOWED 0.40 BELOW GRADE WALLS (INTERIOR) R -21 PROPOSED VERTICAL U -VALUE 0.37 FLOORS OVER UNHEATED SPACES R -30 MAX OVERHEAD U -VALUE ALLOWED 0.58 SLAB PERIMETER R -10 PROPOSED OVERHEAD U -VALUE 0.51 DUCTS IN UNHEATED SPACES R -8 MAX DOOR U -VALUE ALLOWED 0.20 5220 1/2" PROPOSED DOOR U -VALUE 0.20 ' 0.39 ' 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: 1.501 2.50 MILGARD ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X .005882 = 12.44 MAXIMUM KW OUTPUT OTHER FUELS: CONDITIONED SQUARE FOOTAGE X 20 = 42300 MAXIMUM BTU OUTPUT FOYER 2 1.501 2.50 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 7.50 2.625 FOYER 1 3.001 2.50 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 7.50 2.625 BEDRM 2 1 3.00 5.00 MILGARD 7.00 S.H. 5220 1/2" AIR 3/4" ' 0.39 15.00 5.850 BEDRM 2 1 3.00 2.50 MILGARD _VINYL VINYL PIC. 5320 12" AIR _YES YES 0.35 7.50 2.625 BATH 2 1 1.50 1.50 MILGARD VINYL PIC. 5320_1/2" SLDR. AIR YES 0.35 2.25 0.788 BEDRM 3 1 5.00 4.00 MILGARD VINYL MILGARD 5120 SLDR. AIR YES 0.38 20.00 7.600 MSTR BATH 2 5.00 4.00 MILGARD VINYL _SLDR. PIC. _ 5320 1/2" AIR YES 0.35 40.00 14.000 MSTR BEDRM _ 1 8.00 4.00 MILGARD VINYL SLDR. ... 5120 1/2" AIR _YES 0.38 32.00 12.160 MSTR BATH 1 4.00 2.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR YES 0.51_ 8.00 4.080 STAIRWELL 1 4.00 4.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR YES 0.51 16.00 8.160 KITCHEN 1 5.00 7.00 MILGARD VINYL SKYWALL 5320 3/4" AIR YES 0.51 35.00 17.850 FOYER 2 1.50 5.00 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 15.00 5.250 FOYER 2 1.50 1.00 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 3.00 1.050 FOYER 1 3.00 1.00 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 3.00 1.050 UTIL 1 2.00 2.00 MILGARD + VINYL PIC. 5320 112" AIR YES 0.35 4.00 1.400 DEN 1 5.00 4.00 MILGARD VINYL SLDR. 5120 12" AIR YES 0.38 20.00 7.600 FAMILY 1_ 8.00 5.00 MILGARD VINYL SLDR. 5120 12" AIR YES 0.38 40.00 15.200 NOOK 1 6.00 6.83 MILGARD VINYL S.G.D. 5621 1/2" AIR YES 0.34 40.98 13.933 DINING 2 3.00 5.00 MILGARD VINYL _ S.H. 5220 12" AIR YES 0.39 30.00 11.700 DINING 2 3.00 1.00 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 6.00 2.100 LIVING 2 3.00 5.00 MILGARD VINYL S.H. 5220 1/2" AIR YES 0.39 30.00 11.700 LIVING 2 3.00 1.00 MILGARD VINYL PIC. 5320 12" AIR _YES 0.35 6.00 2.100 GLAZING SCHEDULE I ROOM I 4 OF WNDS WND. W I ND. MANUF. I FRAME T WDW. I MODEL I AIR W. H 1 TYPE I TYPE NO_ GAP GAS! LO-E U 1 I L AREA I UA I ( J MAIN FLOOR UPPER FLOOR DOORS WITH MORE THAN 50% GLASS I I 1 i SKYLIGHTS AND SKYWALLS DOORS WITH MORE THAN 60% GLASS- TOTAL: AVG. U -VALUE (VERTICAL GLASS): GLAZING % = TOTAL 1 HEATED AREA UA TOTAL (TOT_ 2) AREA TOTAL (TOT. 1) AVG. U -VALUE SKYLIGHT TOTAL: AVG. U -VALUE (OVERHEAD GLASS): AREA 388.73 2115.00 151.45 388.73 S.F. = S.F. UA = A (1) U- VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC TABLE 10-6A, B, C, D OR E PLAN M2115A3S -1 WND. TOTAL: n C' 329.73 59.00 121.36 0.37 30.09 0.51 UA 388.731 151.451 TOTAL 1 TOTAL 2 18.38% 0.39 U -VALUE / r `, ; �� `f � ` f � ``� f � ( l ` ••t1•• ••••••••••••••• V•947•9441•9414949•94•9•9•944949•949.411 1� •••••••••••••• ....�.t �. ••• � 1 1 ��������2 i ►•.....•..••••.•...••••••r...••...... •..►1 i •.••...••••• • ..............•••• ........ 1 FL • MAIN MAIN FLOOR REF. SPACE KITCHEN GRAWL SPACE ! ::i 3/ T. 4 6. PLYWOOD : OVER 2x10 FLOOR JOISTS W/ R -I4 INSULATION 04 SKYLIGHT 1'1/ LAM. GLASS coves PORCH T.O. REAM • PORCH MAIN FLOOR COMPOSITION SHINGLES OVER ISIb FELT OVER I /2" COX OR O.93. OVER TRUSSES INSULATION BAFFLE VENTED BLOCKING • UPPER UIIN SECTION ( : 6 4,' o ,.o -0" I- Ci) r owt IJ i- N orr a: 0 <Z I • 12 FC o LIVING / DINING I- � 1'- 0 w mt 2 _ F - N 0 0: CO Q 0 00 MANUFACTURED TRUSSES PER PLAN I /2" G.W.B. • WALLS S TAIRWAY LIVING I6"x24" (MI • DRAWL INSULATE 4 BEDRM 5/4" T. 4 6. PLYWOOD OVER 2x10 FLOOR JOISTS • FAMIL .•.b•1; .L'.'1 • ❖.•1 :.•.•1; ❖! ! . ❖1 0;.•1 . ❖.•1 :.'1 .::'1; .S'.'1 . ❖l , ►ri +, �••� iiir : t .•.•:1 gi :. ❖1 :.'.•1 .•.•.•1 :.•1 i ; .•..•1 MAIN FLOOR }e • MAIN Z U <z r SCALE, 1/4" = I'-0" 2x4 CEDAR OVER 2x53 P.T. JOISTS BEAM PER PLAN IA LINE OF CONT. F (f) Ci) U W uI � :I I- f • reoLa: • LArt.A0 Q Z Q Z Q BU I LD I NG SECTION 'B' 0 0 T q N N** (\J Ob C T ) ATTIC POSTS 4 BEAMS PER PLAN COMPOSITION SHINGLES OVER 151b FELT OVER 1/2" GDX OR 0.5.8. OVER TR CCCS • 36" CI) C) 0 (f) 1 0 uJ - Eli cs 0 cc co _ � N cc O 9 Q Z � -c ardi " "•. " .•... • -U)' • r�r �4 •�, =Y • '.J pp` ? Try •• Cc i :�cil a` r' ur.Iishin g • µ7 r'C '!� D�.Si .' 1: es. • r c. ;EA ES J "r 4 L � S `c • �� rh S PLAN •• • J • V , 'GAL € SUBFLOOR _ � N 0 C° 0: Q Co < ZI ROCEIVID (WY ,► JUN 0 2 2003 -.act ► .. CI I A * ,c r, JUN 2 5, i. L 'J "1)40-10 • 1 CURVE TABLE CONT. . CURVE LENGTH ' RADIUS DELTA C16 . 44.13 160.00 15'48'11" 15'4 {1'11" 16'1 0 3'31'06" C17 44.13 160.00 C18 45.15 160.00 C19 , , 9.83 _, 160.00 C20 36 .73 , 275.00 T39'06• � - C21 _ 52.82 275.0 C22 39.25 25.00 , 89.513" 88''19'05", 36'12'58 C 38.54 25.00 C24 31.60 50.00 C25 29.16 65.00 4 25'42 . 12 . 65.00 C26 11.93 1039'46' 36112.5f 15'07'0 ", C27 , 22.12 35.00 C28 _ 52.77 200.00 C29 , 56.73 215.00 15'07'06" ,14'3)'1 ( ", 04•Q8.09 " C30 76.03 , 300.00 C31 _ 21.66 _ 300.00 , CURVE TABLE CURVE LENGTH RADIUS DELTA C1 39.29 , 25.00 , 90'02'07 ", C2 67.36 , 325.00 11'52'33 ", C3 , 15.00 325.00 , 2'3814w 2'38 44 C4 15.01 , 325.00 C5 8.45 325.00 , 1'29'26" C6 , 39.75 110.00 SOO•37'49 C7 59.59 35.00 ^ 2Q'42'15" 97,,•08 ; C8 31.59 52.50 34'28'25 " C9 , , 37.34 , 52.50 40'4'04" C10 65.53 52.50 L14 C11 , 16.05 52.50 _71'31'07", 17'30'44* C12 19.60 52.50 21'23'17" C13 ,. 34.92 52.50 38'06'54 " C14 24.69 , 160.00 r5Q'25', C15 _ 40.11 _ 160.00 . 1411'53" LINE TABLE LINE LENGTH BEARING L1 27.50 - S89'53 "E L2 20.89 N7 1'26'54 "E L3 _ 20.89 N71'2('54 "E L4 21.40 g89'53.aga L5 30.27 NOQ'0¢'29"E L6 4.23 NOO'06:29"E L7 24.01 S35' 35 L8 12.87 SOO•37'49 L9 12.89 SO0'37'49 "W L10 12.86 , NOO•37'19 1 'F L11 11.18 , S0042'09 "W L12 1.05 , S14'24'51 "E L13 52.50 N64'33'Q4 "1y L14 6.68 , N48'23'44 "w L15 15.38 N25'43'0 "W L 40.68 N42'53'19 N42'53'19" L17 A _ 36.38 N48'26'49"ly L18 ,_ 5.03 NO0'06'20 "W , • • VOL. / PG. CIVIL STRUCTURAL SURVEYING 2901 S. 40th STREET TACOIM, WA 98409 (253) 474 -9449 tio NORTH SCALE 1" al 50' 50 0 50 100 i BASIS OF BEARINGS BOUNDARY UNE ADJUSTMENT AFN 20000501900015 1 ' PUBLIC o. C26 g9 SET REBAR & CAP 1 \"1.• ON UNE 1.0 SW OF CORNER 10 c0 5 1 N 0 w J N 5 a o -5 3.80' 1 • n SET REBAR & CAP r ON UNE 1.0' SW I 1 OF CORNER 3809 1 .���` O � C10 120.00' "I CO 13 0, O ro •Z 't L12 57 5 ' 36' 1 0" / 6 .8 1. n co C6 • 0 r r d C17 cc Cl 15 77 97 lO C19 0 N -. a b �- :. 16 4. C2O 19 .36 . • • • .. • • N89'17'51'10/ 2.5' 149.43' 5.4' TRACT "F" 3801 $80•42'5 "W 9 2 J LEAD & TACK A or SET ON S'LY EXTENSION 11.3' 3 FROM CORNER ,_52.5' • 0 1w 0 6 . o � If* o \ 1: R =135.00 d-37" 35'11 " L=88.56' N 13215 w Na 1.2.6 Sq'E C3 2 p 8 10.0' A= 15'07'06" L= 48.82' 9.07' J N 2.36' 3 C2 C30 1 92B" D`, 13218 N83' 14'59 "E 113.49 C21 20 .." 75.00' N 7.5' ;a z Li L4 N to 0 0 N 29 .92' 23.09' 0 N tD • • • • • r 3830 15' UTILITIES EASEMENT 61.62' 77.35' N89'53'40"W J O N 0 95.46' 6t ea 'Tr' 13223 -40TH AVE. SO. to 4 SO. 132ND PLACE N 589'53'40 "E 77.35' 1324 SO -40T H 214.6 • TRACT 9.29' N 11 E 11 r 70.50' _ 60.93' N N 6 REBAR & CAP FALLS IN J - BOX LID - NOT SET p 85.18' $89' 53'40 'E N 0 Sn Co W of r an 0 73 5 "6 � I EASEMENT FOR PEDESTRIAN WALKWAY - (SEE AFN 20030213002255 FOR ACTUAL LIMITS ON THE WIDTH AND MATERIAL I OF SAID WALKWAY) A= 05 R= 2915.00 L= 278.41 SOUTH LINE TRACT 60 RIVERSIDE INTERURBAN TRACTS � 227.28' 66 ■ a'. N71'03'59 "E 20.00' REBAR & CAP LS #11926 A= 02'14'23 R 2935.00 L= 114.73 g0 15.00' !A 4 h ,v REBAR & CAP LS X111926 a 4 PRELIMINARY PLAT NO. -199 -0023 002 199- 4 FINAL PLAT NO. I.03-008 • CASCADEGLEN A PORTION OF THE SE 1/4 OF THE tar! 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON AFN 20020826001754 EASEMENT (MODIFIES EAEMENT AFN 20000731002064) I 10' SIDEWALK EASEMENT AFN 20020826001754 �-- WATER EASEMENT I (VARIES IN WIDTH FROM 18' -23' PER AFN 20020924000206) S891 7'51 "E TRACT "A" OPEN SPACE 30 o) h 4 3821 c r BUILDING UNDER CONSTRUCTION 61.3g. N80•2 " N89' 18'48"w 450.99' r LEGEND I STANDARD CITY OF TUKWILA MONUMENT TO BE SET 0 FOUND REBAR & CAP STAMPED 'ESM 29294' • FOUND REBAR k CAP STAMPED 'ESM 29294' MAY, 2002, REPLACED WITH 1 -1 /2" ALUMINUM CAP STAMPED "LS 176 & LS 18082' FOUND MONUMENT AS DESCRIBED SET LEAD & TACK STAMPED "LS 17669' (R) RADIAL BEARING EST • ROAD ESTABLISHMENT PER KING COUNTY RESOLUTION NO. 26623 BLA • BOUNDARY UNE ADJUSTMENT AFN 20000501900015 EXISTING WOOD FENCE OLD CEDAR POST & BARBWIRE FENCE IN 90.23' :S" ID co elk, , 6, 5 6 ( C:4 (Pa/ 41, 4 , . . 4 Nom, 6CP �1 STREET ADDRESS INGRESS, EGRESS AND UTILTITY EASEMENT PER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20000731002065. (TRACT "F ") N89' 17'37"W 220.14' co P N r 608 - 13 W ti g 2 58.21' FENCE IS 3't' NORTH 41113i L18 N83.1 4' 59 "E 121.7 6 1.49'45 "NI N89 3'40"W 66.48' STORM DRAINAGE & ACCESS EASEMENT . o. �, 412 POOR 367.16' 71.70' 1 04 � N tV N t 4 g5 y 50 L6 BUILDING UNDER CONSTRUCTION 75.00' FOUND 3' BRASS MONUMENT IN CASE AT STATION 50 +48 OF ROAD ESTABLISHMENT (SEE REFERENCES USED) CONDITION N6730'25 'W 24.07' 69'53'4 "E 1 149 11 18. 6' .900' TRACT ' D" .04 _ 38.62 , 80.23' p ' 30'X150' INGRESS, EGRESS AND UTILTIY ESM'T si a l t PER BLA & MODIFIED .r PER AFN 20000731002062 ao 11 (SEE NOTE 5, PG. 4) `° 18 0 p ;g M t • (LOCATED JAN. 23. 2003) N67'32'53"W 36.36' 147.02' REBAR & CAP TRIAD" ce e ap N88' 13'38"W 24.81 18.33' N89'17'51 "W N8919'17 "W 105.00' DEED 105.85' CALC "GRAVEL FOUND DISTURBED REBAR do CAP -COULD NOT READ / 0 .9' SO NO0'38'36'E - < 547.90 CALC 548.00 EST in .•- r 5 8 i 1 SHEET 3 OF 4 0) cy 8 1 r 30' 30' r h 10 Sn h rrs N A • 10 ;i File: D03 -0167 35mm Drawing #1 -3 ili Iii Ili ili iii iii iii iii iii Iii ill i ii i -1i i t iii iii ill i i iii iji iii i i i i i li oft VES CO11 Since i87z'" 56 t I £6 Z6 6L Ol 6 8 L 9 9 1 £ Z 6 wo 12 SKYWALL ectow IO C516 TO FRR•N /NG rBELOW ® HOLD- s ae s7uo 7a A taw Fob CoA Si ieA77f /NG- Q CS 16 GJ oPEdoNG, Se.e DE7A /L B vAI L rr� MSTR BEDRM 4x12 OF. 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