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Permit D03-113 - CASCADE GLEN - LOT 8
CASCADE GLEN - LOT 8 3802 SOUTH 132ND PLACE D03 -113 Owner: Name: Address: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600080 Address: 3802 S 132 PL TUKW Suite No: Tenant: Name: CASCADE GLEN - LOT 8 Address: 3802 S 132 PL, TUKWILA, 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 1190, 13619 MUKILTEO SPEEDWAY, #D5 Permit Number: D03 -113 Issue Date: 06/02/2003 Permit Expires On: 11/29/2003 Phone: Phone: 206 300 -6874 Phone: 206 - 300 -6874 Expiration Date:09 /04/2004 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,330 SQ FT SINGLE FAMILY RESIDENCE, 730 SQ FT ATTACHED GARAGE AND 128 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, STORM DRAINAGE, DRAINAGE FOR ROCKERIES, AND LAND ALTERING. Value of Construction: $ $253,427.08 Fees Collected: $3,317.15 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: n Public: n Storm Drainage: N Street Use: N Profit: N Non - Profit: N doc: Devperm D03 -113 Printed: 06 -02 -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 N Private: n ** Continued Next Page ** D03 -113 Public: n Printed: 06 -02 -2003 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: 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 performance of work. I am authorized to sign and obtain this development permit. Signature: `6` Date: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D03 -113 Printed: 06 -02 -2003 nn es . aar•a..e,« .e. ma.. oku City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600080 Address: 3802 S 132 PL TUKW Suite No: Tenant: CASCADE GLEN - LOT 8 PERMIT CONDITIONS Permit Number: D03 -113 Status: ISSUED Applied Date: 04/17/2003 Issue Date: 06/02/2003 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. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 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). doe: Conditions D03 -113 4 Printed: 06 -02 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 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. 23: The Land Altering Permit Fee is based upon an estimated 100 cubic yards of cut and no fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 24: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 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 %. 26: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 27: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 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 work has been completed inaccordance with all geotechnical recommendations. 29: Rockeries shall be constructed per City ofTukwila 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 -113 Date: f Printed: 06 -02 -2003 eil+ S4v� :hvm_±.raxrmtnms�"sx+:ett'�;+ Site Address: Tenant Name: SC -S L- L.-p jj 8 Property Owners Name:_ ' - A 46+4-Z I - L L--- Mailing Address: ? t - t ' , I 1 , 0 13 t-t UK 1 LT'a,t) SFr t)t A•'i Z--YA-nitt LS City State Zip Name: Mailing Address: E -Mail Address: -� �. l��� Z 7 •kb L- . C� GENERAL 'CONTRACTOR INFORMATION Company Name: Contact Person: E -Mail Address: Contact Person: E -Mail Address: \applications \permit application (3.2003) 3/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 ** -� I lea c� Z +A-t, Page 1 King Co Assessor's Tax No.: Suite Number: New Tenant: City Fax Number: Floor: ... Yes Day Telephone: (264,.) 316-e> 6 S71i State Zip Zr 7 I z6 3 Li Mailing Address: 4/k-A -t4- Contact Person: 7V'( (G E -Mail Address: l -a Ct�T Contractor Registration Number: citfZ 3 Expiration Date: 9l / 0 4 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** City State Zip Day Telephone: (o) e o cB 7 �j Fax Number: ZS) 74 1 2 (.3 4 ARCHITECT. OF RECORD - All plans must be wet stamped by Architect, of Record Company Name: Mailing Address: State State .No Zip City Day Telephone: Fax Number: ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Zip City Day Telephone: Fax Number: tw:6ir M i sid SE cS lkv. UILDING'PERMIT INFORR. :TION 2064313670 Valuation of Project (contractor's bid price): $ / . Existing Building Valuation: $ Scope of Work (please provide detailed information): Ce) t3 S.Z`.-J G 1 n. --,--1 /1/43` Will there be new rack storage? D .. Yes ( No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 2 Is *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 ❑ ..Automatic Fire Alarm [.None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ . . Yes 0..No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and MaterialSafety Data Sheets. lapplicationslpermit application (3.2003) 3/2003 Page 2 ..n:t.7: • �•:�q:t'Fir: Jac pit i!d ir_,.ti'..'� -•'4' ..3 r.G�i:J:.:t,::�2 ?ir.3 :,e.1�:te ✓:trn$.�,�` �' 6: }:a.77:33Y_: /�AiY• «t �•t,• Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC 1" Floor i Z� b � ti " 3 2 " Floor . .. 3r Floor Floors thru Basement . Accessory Structure* Attached Garage 13-O t-C v.____`,- Detached Garage Attached Carport ._— Detached Carport Covered Deck 1 Uncovered Deck / UILDING'PERMIT INFORR. :TION 2064313670 Valuation of Project (contractor's bid price): $ / . Existing Building Valuation: $ Scope of Work (please provide detailed information): Ce) t3 S.Z`.-J G 1 n. --,--1 /1/43` Will there be new rack storage? D .. Yes ( No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 2 Is *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 ❑ ..Automatic Fire Alarm [.None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ . . Yes 0..No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and MaterialSafety Data Sheets. lapplicationslpermit application (3.2003) 3/2003 Page 2 ..n:t.7: • �•:�q:t'Fir: Jac pit i!d ir_,.ti'..'� -•'4' ..3 r.G�i:J:.:t,::�2 ?ir.3 :,e.1�:te ✓:trn$.�,�` �' 6: }:a.77:33Y_: /�AiY• «t �•t,• S :PERMIT {;INFO�.tVIATI Water District [] ...Tukwila Z.. Water District #125 ❑ ... Water Availability Provided Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34 ") 0...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance [] .. Easemcnt(s) Scope of Work (please provide detailed information): t X C.. a`v- �t �£ ,� 61'1 L-1 1 t C 1,t.3 i LL T1 8- V3 Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. 0 .. l-fighline ...Renton Sewer District ❑ ...Tukwila K... ValVue 0 .. Renton ❑ ...Seattle 0 ...Sewer Use Certificate 0... Sewer Availability Provided 0 .. Approved Septic Plans Provided 0 ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. ❑ .. Geotechnical Report 0...Traffic Impact Analysis .. Maintenance Agreement(s) 0... Hold Harmless Proposed Activities (mark boxes that apply): 0 ...Right - of - way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours 0 ...Right - of - way Use - No Disturbance 0 .. Right -of -way Use — Potential Disturbance ( ,,..Construction/Excavation/Fill - Right -of -way Non Right -of -way yC ...Total Cut / O ❑...Total Fill .Sanitary Side Sewer 0 ...Cap or Remove Utilities ❑ ... Frontage Improvements 0 ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water .Permanent Water Meter Size..." WO# 0 ...Temporary Water Meter Size.. WO# 0... Water Only Meter Size WO# 0 ...Deduct Water Meter Size " A_ Sewer Main Extension Public 4 Private ❑...Water Main Extension Public Private FINANCE INFORMATION 0 ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: cubic yards cubic yards 0 .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut 0 .. Looped Fire Line f ) / 1 0 ...Sewage Treatment ❑ .. Work in Flood Zone .. Storm Drainage Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding Day Telephone: City State Zip Water Meter Refund /Billing: Name: Mailing Address: State Zip \applications \permit application (3.2003) 3/2003 Page 3 Day Telephone: City 3 Unit Type: Qty Unit Type: Qty . Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU t Air Handling Unit >= 10,000 CFM 1 t Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 14 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP/1,750,000 BTU Appliance Vent I Flood ( 50+ HP /I,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind CHANICAL PERMIT IN1 t2MATION;:= 2 6= 431 - 36'70 MECHANICAL CONTRACTOR INFORMATION 1 1\a. L t S 1 3 6 ►9 T-10 L t t,Ay C-v Cit State Zip gg'63 7._ Contact Person: .. 7 IG l V 7 Day Telephone: Z16 2 as .6-8 E-Mail Address: \C I p v c. - A- 3 l __ . CtTVr1 Fax Number: Z S 71f I ?,63 Lf Contractor Registration Number: 23A-s. Expiration Date: 5/4 / -0-2-f * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): (AS - rES`1. -G C e> C.- l 1:-'7J'l �-c� /z U c 1-9 A C Company Name: Mailing Address: Use: Residential: New .... Replacement .... Commercial: New .... ❑ Replacement ....0 Fuel Type: Electric [] 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 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TI -IIS APPLICATION AND KNOW TI-IE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR UTHORIZED AG Signature: Print Name: a Day Telephon Mailing Address: I Date Application ccepted: /7 3 Date Application Expires: 4o -/7-6'' 3 Staff Initials: \applications \permit application (3.2003) 3/7003 Page 4 City Date: 4/ 1 7/6 3 State Zip 0/ i 4► a* Z RECEIPT ;,_ z c4 2 Parcel No.: 1422600080 Permit Number: D03 -113 -i cs Address: 3802 S 132 PL TUKW Status: ISSUED N o Suite No: Applied Date: 04/17/2003 w w Applicant: CASCADE GLEN - LOT 8 Issue Date: 06/02/2003 _I I w Receipt No.: R03 -00748 Payment Amount: 182.50 g 5 co d Initials: SKS Payment Date: 06/20/2003 01:14 PM H w User ID: 1165 Balance: $0.00 z i i--0 Z 1- W Payee: DREAMCATCHER HOMES, LLC v 0 oF- w W HU Type Method Description Amount LL,0 Payment Check 2207 182.50 U 0 0 TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt !City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW Account Code Current Pmts 000/342.400 000/345.830 000/342.400 000/345.830 37.00 23.50 61.00 61.00 Total: 182.50 9762 06/23 9710 TOTAL 182.50 Printed: 06 -20 -2003 . ,:j,.... a.n.4 �. .. .. rt ., �'a.. "?r'.e:; ..t i... s,; n A•f : i i�rrFW `.C`i (t) .».. ..,. ; �x�N, �ti .r.j,.t.,h, &�ri1�= irati.:,ai£:ei: kiMV ° s.{:.��:Yi z Parcel No.: Address: Suite No: Applicant: Receipt No.: R03 -00479 Initials: SKS User ID: 1165 Payee: DREAMCATCHER HOMES, LLC TRANSACTION LIST: Type Method Description Payment Check 2136 ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 CASCADE GLEN - LOT 8 PLAN CHECK - NONRES 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 1,456.50 Current Pmts 1,206.50 250.00 Total: 1,456.50 D03 -113 PENDING 04/17/2003 1,456.50 04/17/2003 03:24 PM $1,860.65 7786 04/10 9716 TOTAL 1456.50 Printed: 04 -17 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt Payment RD Pmts City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600080 3802 S 132 PL TUKW CASCADE GLEN - LOT 8 R03 -00676 SKS 1165 DREAMCATCHER HOMES Check 2187 Re -Dist BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES STATE BUILDING SURCHARGE Description RECEIPT Account Code 000/322.100 000/345.830 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 1,860.65 Payment Date: 06/02/2003 11:14 AM Balance: $0.00 Amount 1,860.65 .00 Current Pmts 1,856.15 - 1,206.50 1,206.50 4.50 Total: 1,860.65 D03 -113 APPROVED 04/17/2003 9207 06/03 '716 TOTAL 6075.78 Printed: 06 -02 -2003 COMMENTS: Type of Ins ection: ' ----ii 0-4 n P-A. A) e,n, , Ci .c -,•4 0 n- ,P.--L-La . Date Called lj k -- 103 Special Instructions: Date Wanted: 1 i i o t 'a.`m`, ' / � p -.-m Requester: N v th 3' L -1 '�i .v` r L tiiki!,,i‘t' rJ , k i IP leeet Project: c ei-t?) (r.4.. c.6 G( Type of Ins ection: ' ----ii 0-4 Address: 158 S. I3 P Date Called lj k -- 103 Special Instructions: Date Wanted: 1 i i o t 'a.`m`, ' / � p -.-m Requester: N v Phone No: 2Dj.F' - a (P .! INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 `e.Approved per applicable codes. Corrections required prior to approval. Date: 11 / td /o :tor: 47.00 REINSPECTION)EE REQUIRED.(Prior to inspection, fee must be ( paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. CA,, 1 r A A Receipt No.: Date: Project: l7 Qs-►�• Type of Inspection: 0 ixt vZe, -� -Y• Address: 3 goa S • i32. NO P( Date Called: I — 3 - fl Special Instructions: Date Wanted: \ l - 3 — 03 a.m. p.m. Requester: c.) + C L✓ Phone No: ■ i7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 43 -3670 .Approved per applicable codes. 3 Corrections required prior to approval. COMMENTS: C at) ` o - i - .. iv.. I ti X (4 X c.io, . 1 .ICJ I r. " ! elk., Date: 1l— 3- $4/7.00 REINSPECTIO» FEE REQUIRE. Prior to inspection, fee must be p id at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. Receipt No.: Date: COMMENTS: a) iiZJa■.‘z. - .(9, 0-v...N.. - - :-; t . cili -e--■ SI-scL., (Q nc k.1 ../..■& -. c5) cr\ 45 kth..t....., (--(9-■,...".. er.,.... .---a ...-r c-ca 64-521-o ut,c77:4 --- .,,LAA 01, ■ e") .. Date Called: ,- 10 (5 1 /o3 D416‘r,Z(1.1 J C-SZO S ( (I c ( c,..., I k _ .) 4- . A )41 J.--■ ,.....t-,-1. - Date Wanted: I I (Y 1 (0 f ( ‘ . ,_9 C La. U3 d.14. I ,,Z" c.,( L.v..a-ez ‘14-c0 Requester: ‘ - ,s-- • 4..,,,_ , no..-&-e\s)(..e,...1--. sku.,),:% , k.e. c rtt. o ti 9., C...4444 --. Pc: I. . c_ ..--) Type of Instion: p, AclAss: 42 1 Date Called: ,- 10 (5 1 /o3 Special Instructions: ... Date Wanted: I I (Y 1 (0 f 6...SI p.m • Requester: ‘ - Phone No: 2 °Cq 300 (0X /4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20.)431-3670 or: Approved per applicable codes. fJ Corrections required prior to approval. Date: I / 3 /6 5 c-A-J 47.00 REINSPECTIO FEE REQUVIED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4. • Pr.Cc cad e 6. hig Type ) of Iftpect6n: td fris 4w41 Ad_ ess: 5 . 13ard el Date Called: Special Instructions: (9 S11-1 • Sc\."( Date Wanted: 9 3 a. .m. Requester: • " li t c K_ Phone No: 7.3 - .9 62 • INSPECTION RECORD Retain a cop") with permit INSPECTION NO. CITY OF TUKWILA BUILDING,,DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 g Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /1.1,4 Date: 9\ 8 03 $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: ;, ""g• .t. ^ •• . Project: f fv,�/ 1,, Type � In / p ee ccJ on f /- Address: • 3 IZ /3z "L. Date Called: 8= - ev 3 Special Instructions: 0k, _2k Date Wanted: Requester �. Phone No: 2e) 6 7..-' - �rl- Z 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 C:03 - 113 (206)431 -3670 El Corrections required prior to approval. COMMENTS: D Date: 8 x, REINSPECTIO FEE REQUIRE : Prior to inspection, fee must be paid at 6300 Southce�p{{er Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: I A Pr je jutzee 66-,1 e Type of Inspection: r P kw (r11 6 Addres Date Called: Special Instructions: Date Wanted: a -21-d? a.m. p.m. Requester: . , /kik /G Phone No: old C - - )36, 2 2_, tE4f.:111;44,„iatt INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 ? - • • ' h pproved per applicable codes. INSPECTION RECORD Retain a copy with permit Do 3 -I) 7 PERMI (206)431-3670 EJ Corrections required prior to approval. COMMENTS: ( 1) Pet S" Zr it' aci A), ( - A-7 pdYr A 41 ,y) /tiveD, czAtylip70 hp -4 pppA4- Date (6-0.5-05 47.00 REINSPE ION FEE REQUI D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Sufte 100. Call to schedule reinspection. Receipt No.: Date: • • ' P Type of Inspection: Address: 3 2,O2- -s . 13 ,"D P 1 Date Called: 6- 2ln — e3 Special Instructions: Date Wante 0 ` Z 7 --0'3 a.m. P.m. Requester: MC ) P oneN : ICS 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 COMMENTS: Receipt No.: l Approved per applicable codes. pector: Date: 1 - , 0 Corrections required prior to approval. Date: (3-? bt3•ti:,C $47.00 REINSPECTION FEE REQUIRE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. c Type of spection: ... Ca-11/1/71 ' 3 -A.kti t-ev.41 0 ..AA. C:1 V_ I kkee - C.--- T a TE ..:. P.m. Requester: OL' Phpcie No: 1--- A..cy-4-LA-A. eLf p cAAA-44 poject: of _ 44 8 Type of spection: ... Ca-11/1/71 ddreAs: 3 5 • ( 02, -.( • ) 2 — ,.. pi C „ Date a ed. Special Instructions: -... Date Wanted: j 9,7 1 0? ..:. P.m. Requester: OL' Phpcie No: ,'• INSPECTION RECORD Retain a copy with permit ON NO. PERMIT N CITY 0,F TUKWILA BUILDING DIVISION 6300 Southtnter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. T2 Corrections required prior to approval. Inspe Receipt No.: '" '• • 0 REINSPECTION FEE R QUIRED. Prior tobpection, fee must be p. at 630Q Southc4ter Blvd., §yi%100. Call tb schedule_reinspection. Date: 0 3 4 13 ct rate: r -? c r - s Uktklai.:4 COMMENTS: / J-- c1) 440 0 7 tgeD / a / , --iel / ..e . boir 404i ( _,— /-/x) ic e'kl c+/V's A- 8, a v r ni f) 1 D c ) otiv 66 4 -i A () i- _S-Ity (' L., / , , I )1 a 4-7 )c): (e. ) a A- 6 4.- 4-Ai ) Special Instructions: 65: ) , - (i , e'r 7 — o v A. I fl ; I 4 h y A g da hAt<e . t__ANJoie Pro J: ( --- -4 Z-- 1 -e ) :4,-P-. 67--/p Type o ection: I Address: g 5 , /-_. L . Date Called: 1-7 Special Instructions: Date Wanted: a.m. Request& 1 \ Jily ,„....— Phone No: -, 1 0 INSPECTION RECORD CI) Retain a copy with permit 3 PERMI INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 D Approved per applicable codes. Corrections required prior to approval. r: Li Date: 1,41"1-- 2 I-4 $47.00 RE1NSPE ION FEE REQ6IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (206)431-3670 COMMENTS: p Z Type of In ction: }- P. A 'i 1 fat 6 ( 1\J6 64n - 4/1 4 ,--xi-o, , f (--rville7 fi "vi 4)t-, FI't P/A -e beh e klAgA, 4- e 4 i LTV rc- f► /b(A/ - ei ' ' (s..7 g Aid 9 d s-e e e4A-A. (1 ! t}--tr v -- Special Instructions: .. Date Wanted. 6 l� �tq1 s , 1 -I Requester: r j one No: �a X13 21 � �fti� in.1 bP.4i✓" re (1)1 1 d 4r✓ ;z i ., Projefit: C. A's °,�& l (-I e_ r�J Type of In ction: }- P. A 'i 1 fat 6 A ress: (...15 �, '4- 3 2 p I-- Date Called: U 7 a— cr3 Special Instructions: .. Date Wanted. a.m. .-2t_ 6� p.m. Requester: r j one No: �a X13 — G g (--1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit !!t'r•.CteT.�^.�},^.Ln2•r.r'^t . T,a;+w -..� - +.afR:!..S n CITY OF TUKWILA BUILDING DIVISION 6300'Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. a Carrections required prior to approval. Date: - $ • 7.00 REINSPECTION,IFEE REQUIRFB. Prior to inspection, fee must be • aid at 6300 Southcenter Blvd., Sul a 100. Call to schedule reinspection. Receipt No.: Date: Probe : 6 � jj,, 7 Za i Type of Inspection: �-- Q tT4-r £ ka-e p .4 /+- Address Zv O2 S. ‘'32 N Date Called: - 7r -2 -E4 r Special Instructions: 1 . -ti c. Date Wanted: ~7 _ _ a.m. p.m. Requester: lee Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ti. Ins ctor: (-54 ) Date AI /© z x REINSPECT! N FEE REQUIRED. Pr' r to inspection, fee must be r paid at 6300 Southcenter Blvd., Suite 100 '.Call to schedule reinspection. eceipt No.: Date: ..w.. '1 . (206)431 -3670 El Corrections required prior to approval. Pt: C- roe ceApg 2.-6 Type of Inspection: X 7 5//C Address: 1 o r ?(fl,? 5, /3,,) /UQ 2 ( , Date C / --.. Special Instructions: Date Wanted: • 7.- f _ 03 a.m. p.m. RequesE,e�rf /' Phone N 9 4 6- Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 Corrections required prior to approval. COMMENTS: Insp ctor: Date: r7 - 2 5' - p� ( $47 . 00 REINSPECTI . N FEE REQUI ' a. Prior to inspection, fee must be f rj pa id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ceipt No.: Date: P olect: / I �. {GA P r 7 I Q u Type of Inspection: p ./ .,Gl �t� 9� S p, c.., A dress: T., Date Called: 7 VO- Special Instructions: a J" ` Date Wanted : , Requester: \ `J- Ph ne G (a/1 o: .3DD LP g1 /I INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 .may � 1 y'� Approved per applicable codes. DI Corrections required prior to approval. COMMENTS: Inspector. � 4. /Jr /Oate: 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: PtAect: ( _OIL co.496 c tem 425r ,-g y of Ins ection: I Address: r , 59 .,.., ( 4 D i ij 7 1 • Date Called: 03 Special Instructions: 0 , It 4 t-4 1 /1 Date Wanted P.m. Request. c k . Ph ne No: C - 212 (9) 73 b INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ` paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1911imor' PER Do.113 206)431-3670 P ect: Qiedfi-Lef g Type of Inspection: ;) ,A, 6,1) 0 1/) loll C Ad 1 3 f Date Called: Le c Q io3 Special Instructions: . n Date Wanted: , ,, ` Requester: �(��(� ` 5 Ph �e No: tT - ,p cc 3c —c8 COMMENTS: Inspecto Do3 . INSPECTION RECORD Retain a copy with permit iN ION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 . A p proved per applicable codes. 0 Corrections required prior to approval. Date: / 7.62 Ei $4 EINSPE O1 REQIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: tt_ P ect: 1�' . f1h1t Cic Type of Inspection: \--CSI c i k vA "tO likj a--6CA Fi�j A dress: • (32 \ Date Called: Co 1z -S1o3 Special structions: Date Wante : i . Requester: Pone No: �....o -� ' o -- c,7LI INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. jam} rections required prior to approval. COMMENTS: ' K, -tea ¶ :P _ re_ nspe2 Date: c fr- -( o E 47.E . REINSPECfION FE REQUIRED. Priof to inspection, fee must be aid :t 6300 Southcenter BI d., Suite 100. Call to schedule reinspection. Rec I ' No.: Date: S. (206)431 -3670 COMMENTS: Ty Q of Ins ec ion V 1 4 11-1 ° ab / Ad r s: c� S,\ �i' -- /if /1/ R ch Special Instructions: Date Wanted: cep f a m Requester: l� / / I t/ Ss ) "L4 S% .� /),))15 ie' , �,' '/l7ev .. _...� /,r- (J:11)JN s9 de7e - a N P Qe (,',mot Ty Q of Ins ec ion V 1 4 11-1 ° ab / Ad r s: c� S,\ �i' Date Called: lo ( 3/o3 Special Instructions: Date Wanted: cep f a m Requester: l� Ph ne No:. oo- L 7'- . v4N^..»• La1vY ',tJS_;Sutwmaatt*h'e:�4w :Owiiw 4- INSPECTION RECORD Retain a copy with permit 71dr INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION X • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20.)4 1 -3670 ID Approved per applicable codes. Inspector .00 IER NSPECTION FEE REQUIRED. Prif to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IS Corrections required prior to approval. Date: Date: COMMENTS: Type of Inspection: S D Address: 3802. s 132 J p! Called: 7- 1--0.3 7-1-03 Special Instructions: g Date Wanted: a.m p.m. Requester: A, NICK Phone No: &-73o--296Z 7 /Z/ 0-7 , D . . TN....,- l ..' K !.4. *„ ; el '' ft ■,--kt e: ic N._9ps..j i .CA4S " A,. NI L I • CU- I i-44..A 'L44..A 4r i V Project: Cascade Glen Type of Inspection: S D Address: 3802. s 132 J p! Called: 7- 1--0.3 7-1-03 Special Instructions: g Date Wanted: a.m p.m. Requester: A, NICK Phone No: &-73o--296Z DOS -113 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 1/V 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: i COMMENTS: Type of Inspection: 5"orw) h oop Address: s +32nc) PI Date Called: g ` X 03 Special instructions: t•., Date Wanted: 6- -03 ?/. / Requester: IN i ak Phone No: [•tJt 2A)-7.30-1c162. l )..• - Sr 1 I ) ( i....,: e.'+..... I;i ° �' .e..'�.,...0 t1 OA t I t ,..r. " t /} 1 t .r,.. s.,• 0, --e, 1 L,t 1A 0-4) ..,.C± L A l� •..L f ` ...f k!../%. IN t 1....--?. 1 •.. 1 II '' Via Nl.t t":' [. .r" t 14A , A .0 . u.A., I;..,,....,p r,.:, ,a. , t 1 Project: �/�I _� �..t� SC0i�2 leh Type of Inspection: 5"orw) h oop Address: s +32nc) PI Date Called: g ` X 03 Special instructions: t•., Date Wanted: 6- -03 a.m. P Requester: IN i ak Phone No: [•tJt 2A)-7.30-1c162. 51) . D03 -113 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. inspector: 7, Date: I d $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: • Type of Inspection: F % » al o JC'1/4.th A.Q c,, 1N'o.'tn 11 / 1 ("" Date Called: /1 l Date Wanted: . , r y � 'f� p.m. Requester: / Phone No: 20 6 - 730 —2 962. n 1 ( 1072 `Y c r 0.).,\I-eiP Cis -° q C)sC G 11 U / E_L.. IA f -- L.Ap.. A GC k ____ _ 1t `) -1I 1L., c.. c. 1 , > '=- 0 / \c 1..,,,,,A, 1..,,,,,A, tJ`, t i ) l " / , ■t /...1/0 ' ( /J ), vV •' "• 4 G ,Are. ., t ` t Project: a5Ca &fen • Type of Inspection: F % » al Address:3802 S 132nd 1,1 Date Called: /1 Special Instructions: Lot Date Wanted: . , r y � 'f� p.m. Requester: / Phone No: 20 6 - 730 —2 962. (ckk PJ Doi -113 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: tl(4i / u2) 0$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,k4:0.$33441 S�° TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name ((A G C `~,, C L^ Address3Yo r; 13 ), , .'( 91 / ). ) l J k PL .S Suite # r� Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature City of Tukwila Fire Department Retain.. current..inspection schedule Needs shift inspection Approved without correction notice reb +iv I FINALAPP.FRM Rev. 2/19/98 Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No. 00 1 I Z� /0 - 7 - Date i 3 /i T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 CITY OF TUKWILA Public Works Department 206 - 433 -0179 PUBLIC WORKS BULLETIN 1A TYPE C FEE ESTIMATE WORKSHEET Type C permit fees are based on the value of the construction work. The City collects an Application Fee when the application is submitted and a Permit Issuance and Inspection fee when the permit is issued. Applicable permits having flat rates are added to the calculated fees and are due when the permit is issued. You may use this form to estimate PW Permit fees. This is an estimate only. Actual fees may vary. If you do not provide contractor bids with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. The permit fee covers the cost for two reviews and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be paid before PW Final Inspection. Refer to Bulletins 1, 1 B, 1 C, and 12 for more information. Approved 09.25.02 Revised 03.18.03 This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — .10,000 $49.25 10;001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 ,A $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. PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees IN PROJECT NAME C"SC+A.'1> E Ct L 61 LeDT 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: Water Sewer Storm water Street/Access Erosion prevention 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 Enter total fill volume ZSb 25"0 35 3 CJ o PERMIT # 1Y.)-(13 cubic yards cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes Approved 09.25.02 Revised 03.18.03 1 $ C.1 , 25 (4) $ Z 3. v (5) RECEIVED CITY OF TIJKWII A APR R 1 8 2003 PERMIT CENTER TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 3311, - 75 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the SZ sib jzigttr tI �??p �.icittfOn /plan and 2) a follow -up review associated with a correction letter. acietitipna��eJw,,vhich is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan review Fee. :u QUANTITY in CY RATE 50 or less $23.50 51 —100 $37.00 101, 1,000 r•` ,-...:1 • , { $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000, plus $36.50 for each additional.10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 { PUBLIC WORKS BULLETIN 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 $ (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 ad 8. GRADING Permit Review Fee $ 3 (8) Grading K'e rnit Eees are calculated using the following table. Use the greateeOf the excavation and fill volumes from Item 5. Approved 09.25.02 Revised 03.18.03 2 $ Co ! - (6) --D03 -fit 3 RN fir :?1�:'a:rK,N::;; ?it y � tP �tte� 9. TEAL 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 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 $ (10) e DUE WHEN PERMIT IS ISSUED 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. 41/ 2/ 0 13 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees Total A through E $ (9) Q cni. 25 (6+7+8+9+10) $ I ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE 3 RECETi KWII COY n AP R 1 2003 MOO CENSE 4' Max Height 1' Min. 6 1 connect to -- catch basin. or daylight to ditch Outlet Pipe Standard Steel Pipe Railing with Welded Joints Hot —Dip Galvanized, Astma 3. Ornamental Iron Handrail may also be permitted with City Engineer Approval. 10' post to post spacing with slip fit expansion joints. Non —Shrink Grout 4" Diem Galy Steel Sleave Undisturbed soil 12" 12" 17" 2 SEE ABOVE FOR ROCKERY DETAILS No structures, roadways, or parking lots in this area. P ERMIT C ENTER tbr \ rl n'R�Pr/kw8q APR 8 ....... . . ................ 20 03 NOTES: No footings of structures (including other rockeries) backfill; min.12" wide layer of 2 " -4" quarry spoils adjacent to rockery. Stable cut face in native material 1" diameter washed grovel; min. 6" cover over pipe; min. 2" gravel under pipe, 12" wide. Min. 6" die. pert. PVC. SDR 35 pipe /MSHTO M278 /ASTM 3034; min. 1X continuous slope to outlet; pipe wraped in filter fabric(Mirafi or equiv.) Place pipe between rocks to avoid weight. VIEW FACING ROCKERY MD OUTLFT PIRE 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 rail conforming to UBC 1711. 5. Base rock is 2 —man minimum. (2 man rock - 200 -700 lb 18 " -28") 6. Shop drawing for all railing must be city approved prior to fabrication. City of Tukwila ROCKERY & SIDEWALK WITH SAFETY RAIL DATE: 11/15/96 Not to scale. RS -5 IMIUMIIMINSV1411011 Check Seismic: V = 0.1964 x (W) w lbs. V in full strength values max V seismic WOAup =( 1727 sf /rf + 1500 sf/ wI + 0 sf / fir )x 10 psf = 32270 lbs .: V roof= 6338 lbs. (for rho calc.) W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( W 4 x -x =( 0 sf /rf + 360 sf /rf + 665 sf /rf + 504 sf /rf + 198 sf /rf + 360 sf /r1 + 781 sf /rf + 586 sf /rf + 0 sf /rf + 0 sf/ wl + 292 sf/ WI + 668 sf/ wI + 404 sf/ wI + 136 sf/ wI + 296 sf/ wl + 728 sf/ wl + 476 sf/ wl + 0 sf/ wI + 0 sf / flr )x 0 sf I flr )x 0 sf / flr )x 0 sf / flr )x 0 sf /flr )x 0 sf /flr )x 0 sf / flr )x 0 sf / fir )x 0 sf / flr )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = • 10 psf = 0 lbs : 6520 lbs : 13330 lbs : 9080 lbs : 3340 lbs : 6560 lbs : 15090 lbs : 10620 lbs : 0 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2 x -x = V 3 x -x = V 4 x -x = 0 lbs. : 1281 lbs. : 2618 lbs. : 1783 lbs. : 656 lbs. : 1288 lbs. : 2964 lbs. : 2086 lbs. : 0 lbs. : 0 plf 89 plf 178 plf 81 plf 41 plf 92 plf 160 plf 190 plf 0 plf WOAmain =l 2665 sf /rf + 4456 sf/ wl + 1320 sf / flr )x 10 psf = 84410 lbs : V total = 16578 lbs. W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( W 4 x -x =( 273 sf /rf + 658 sf /rf + 764 sf /rf + 700 sf /rf + 270 sf /rf + 539 sf /rf + 1019 sf /rf + 1107 sf /rf + 0 sf /rf + 260 sf/ wl + 940 sf/ wl + 1792 sf/ wl + 1056 sf/ wl + 408 sf/ wl + 917 sf/ wl + 2040 sf/ wI + 1499 sf/ wl + 0 sf/ wI + 0 sf / flr )x 162 sf / fir )x 688 sf / flr )x 362 sf / flr )x 108 sf I flr )x 242 sf / flr )x 707 sf / fir )x 371 sf / flr )x 0 sf / fir )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 5330 lbs : 17600 lbs : 32440 lbs : 21180 lbs : 7860 lbs : 16980 lbs : 37660 lbs : 29770 lbs : 0 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2 x -x = V 3 x -x = V 4 x -x = 1047 lbs. : 3457 lbs. : 6371 lbs. : 4160 lbs. : 1544 lbs. : 3335 lbs. : 7396 lbs. : 5847 lbs. : 0 lbs.: 50 plf 305 pif 386 plf 297 plf 70 plf 253 plf 218 plf 444 plf 0 plf ARC ,i I T E CT S NORTHWEST Lateral Analysis: 1997 UBC P: Max Ht upper =... P: Max Ht - -maIn = P: Max Ht- -lower = Compute Wind Load x -x, y -y: a y -y = upper= 0.00 ft w x by -y= upper= 10.00 ft w x c y-y = upper= 17.00 ft w x d y -y = upper= 16.00 ft w x ey -y= upper= 9.00 ft w x 1 x -x = upper= 10.00 ft w x 2>, -x= upper= 16.00 ft w x 3 x-x = upper= 13.00 ft w x 4x -x= upper= 0.00 ft w x a y-y = b y -y = c y-y = d y -y = e y -y = 1 x -x = 2 x -x = 3 x -x = 4 x -x = main= main= main= main= main= main= main= main= main= 26.5 @ Ridge; :Use P = 20.0' t Ridge; :Use P = 15.0' :Use P= 7.00 ft w x 15.00 ft w x 19.00 ft w x 16.00 ft w x 7.00 ft wx 10.00 ft w x 18.00 ft w x 12.00 ft w x 0.00 ft w x 18915 - 142nd Ave N.E. #100 0.00 ft h= 12.00 ft h= 12.00 fth= 11.00 ft h= 9.00 ft h= 8.00 ft h= 12.00 fth= 12.00 fth= 0.00 ft h= 14.50 fth= 10.50 fth= 9.00 ft h= 9.00 ft h= 9.00 fth= 9.00 ft h= 9.00 ft h= 9.00 ft h= 0.00 ft h= 15.35 avg psf See sheet 10 for sail areas. 14.28 avg psf See sht 4 for Design Criteria. 13.22 psf 0.00 sf x 120.00 sf x 204.00 sf x 176.00 sf x 81.00 sf x 80.00 sf x 192.00 sf x 4 156.00 sf x % 0.00 sf x 101.50 sf x 157.50 sf x 171.00 sfx 144.00 sf x 63.00 sf x 90.00 sf x 162.00 sf x 108.00 sf x 0.00 sf x 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 14.82 psf = 15.35 psf = 15.35 psf = 15.35 psf = 14.28 psf = 13.22 psf = 13.22 psf 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 0 lbs 1842 lbs 3131 lbs 2702 lbs 1243 lbs 1186 Ibs 2947 lbs 2395 lbs 0 lbs 1449 lbs 3924 lbs 5392 lbs 4605 lbs 2076 lbs 2375 lbs 5089 lbs 3822 lbs 0 lbs P 1 3n: M2535A3F -17 Lateral Analysis: Date: 3/21/03 Total Wind Loads FILE COPY page 1 of 11 See sht 5 for Shearwall Schedule TWL y -y upper = 8918 lbs TWL x -x upper = 6527 lbs TWL y -y main = 17447 lbs TWL x -x main = 11287 lbs RECE;vUu CITY OF T( IKIAJII A APR �_ 8 2003 PERMIT CENTER REGISTERED ARCHITECT oodi iville, WA 98072 ;um SW a y -y = ( ;um SW b y -y = ( ;um SW c y -y = ( ;um SW d y -y = ( ium SW a y -y = ( ium SW 1 x -x = ( ium SW 2 x -x = ( ium SW 3 x -x = ( ium SW 4 x -x = ( 16.50 4.50 0 0.00 tI If shear wall tI sw y -y 14.33 tl If shear wall 67.00 14.67 ti If shear wall 22.00 tI If shear wall 16.00 tl If shear wall 14.00 tI If shear wall tl sw x -x 18.50 tI If shear wall 43.50 11.00 tI If shear wall 0.00 tI If shear wall 14.33 2.67 6.67 8.00 1 9.50 12.50 16.00 9.00 2.50 2.50 4.00 4.00 10.50 3.00 3.00 5.00 1.88 2.83 2.83 • 0 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW e y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 16.50 4.50 21.00 tl If shear wall tI sw y -y 11.34 tl If shear wall 84.84 16.50 tI If shear wall 14.00 ti If shear wall 22.00 ti If shear wall 13.16 tI If shear wall ti sw x -x 34.00 tl If shear wall 60.34 13.18 tI If shear wall 0.00 tl If shear wall 8.67 2.67 16.50 1 4.50 9.50 22.00 4.33 3.50 5.33 10.00 18.00 6.00 1.88 1.88 1.88 1.88 2.83 2.83 • 0 IRCHITECTS NORTHWEST .dmpute sum of Shear - Resisting Walls & Compu x -x, V y -y +aa er oor: Hain floor: ompute V x -x max. and V y -y max. location • upper floor: a y -y b y-y = c y -y = d y -y = ey -y= 1 x -x = 2 x -x = 3 x -x = main floor: a y -y = b y -y = C y -y = d y-y = e y -y = 1 x -x = 2 x -x = 3 x -x = V wind 1449 lbs 3924 lbs 5392 lbs 4605 lbs 2076 lbs 2375 lbs 5089 lbs 3822 lbs Verify Capacity of Designed Shearwalls: upper floor: Sum SW cap y -y = Sum SW cap x -x = main floor: Sum SW cap y -y = Sum SW cap x -x = pI I1111C. 0 lbs 0 lbs 0 #'s/I = 0 plf wind Use SW #: not applicable 1842 lbs 915 lbs 1842 #'s/1 = 129 plf wind Use SW #: P1- 6(198p1f) 3131 lbs 1870 lbs 3131 #'s /I = 213 plf wind Use SW #: P1-4(304p1f) 2702 lbs 1274 lbs 2702 #'s/I = 123 plf wind Use SW #: P1- 6(198plf) 1243 lbs 469 lbs 1243 #'s /I = 78 plf wind Use SW #: P1- 6(198plf) 1186 lbs 920 lbs 1186 #'s/1= 85 plf wind Use SW #: P1- 6(198pIf) 2947 lbs 2117 lbs 2947 Well = 159 plf wind Use SW #: P1- 6(198p1f) 2395 lbs 1490 lbs 2395 #'s/I = 218 plf wind Use SW #: P1- 4(304p11) 67.00 If x 43.50 If x 84.84 If x 60.34 If x Date: 3/21(03 Redundancy Factor Check: Vmax for rho = 1.0. Vmax = (2)xVt / sqrt A A= 1639 sq ft Vmax = 818.98 Since 819plf > full seismic of 444plf at main 3 x -x, no added redundany factor required. Horizontal Diaphragm Shear: Roof diaphragm: b y -y: 1842# / 14 ft of top plate = 132plf< 140plf. OK Use full ht studs under scissor truss. Design truss for 1842# or use 14ft of P1 -6 shtg above SW. Use detail #11. Roof diaphragm: c y -y: 3131# / 140pIf max = Use 7ft of detail #4 at top plate of SW to truss designed for 1421# lateral load, and use Oft of detail #4 to truss designed for 1144# lateral load and use ( 2 ) shear panels above 8ft SW. Roof diaphragm: d y -y: Design truss for 2702# lateral load or use P1-6 to deck above SWs. Use detail #11 and detail #9 or #9sim. Roof diaphragm: e y -y: Design scissor gable end truss for 1243# lateral load or use P1 -6 shtg. Use full ht studs under scissor gable, Use detail #11. Roof diaphragm: 2 x -x: 1642# / 280# per shear panel by truss manuf = Use (6) shear panels above SW w/ pairs of DTCs w/ (6 ) 8d ea top plate to main trusses. Plus use continuous top plate. Upper floor diaphragm: b y -y: (3924# - 1842#) / 14ft of continous top plate = 149p1f < 177pIf OK. Upper floor diaphragm: c y -y: (5392# - 3131 #) / 20ft of continous top plate = 113p(f < 1 77plf OK. Upper floor diaphragm: d y -y: (4605# - 2702#) / 14ft of SW = 136p1f < 140pif. OK to use roof sheathing for shear transfer. Use detail #10. I 8905e -CM 4d libels $ fa.L #1e9onus room. Woodinville, WA 98072 vvvvW. rltex., V.tui11 (:?;1 V seismic/1.4 V max #'s / length plf governing force 748 lbs 2469 lbs 4551 lbs 2971 lbs 1103 lbs 2382 lbs 5283 lbs 4176 lbs 198 plf + 198 plf + 304 plf + 0.00 If x 250 plf + 0.00 If x 1449 #'s/1= 69 plf wind Use SW #: P1- 6(198p1f) 3924 #'s/1= 346 plf wind Use SW #: P1- 3a(349p1f) 5392 #'s/I = 327 plf wind Use SW #: P1-3a(349p1f) 4605 #'s/I = 329 plf wind Use SW #: P1- 3a(349p1f) 2076 #s/1= 94 plf wind Use SW #: P1- 6(198plf) 2382 #'s/l = 181 plf seismic Use SW #: P1- 6(198p1f) 5283 #'s /1= 155 plf seismic Use SW #: P1- 6(198p1f) 4176 #'s /I = 317 pif seismic Use SW #: P1- 3a(345p1f) 0.00 If x 100 plf = 0.00 If x 100 plf = 198 plf = 198 plf = Plan: M2535A3F -17 13266 lbs > 8918 8613 lbs > 6527 25791 lbs > 17447 15085 lbs > 11287 page 2 of 11 SW# plf SW # plf F.O.S. = F.O.S. _ F.O.S. _ F.O.S. 1.49: OK. 1.32 :1, OK 1.48 : 1, OK 1.34: OK ZCHITECTS NORTHWEST Date: 3121'^ Plan: M2535A3F -17 page 3 of 11 neck Overturning for Holdown Selection Uplift = ((ht x pif x width) - (2/3 D.L.x 1/2 1)) / width Dte: No roof dead load used to resist shearwall overturning, It is considered equal to any uplift force from wind. cation width V pif ht. M / width DL /If Uplift Holdowns selected pper floor: y -y = 14.00 129 pif x 8.083 ft. h. = 1039 lbs - 80 lbs = 669 lbs. Use : CS16 strap -361 w /(18)10d nails y -y = 6.67 213 plf x 8.083 ft. h. = 1725 lbs - 80 lbs = 1549 lbs. Use : CS16 strap -36 "I w/(18)10d nails 8.00 213 plf x 8.083 ft. h. = 1725 lbs - 80 lbs = 1514 lbs. Use : CS16 strap -361 w /(18)10d nails y -y = 9.50 123 plf x 8.083 ft. h. = 993 lbs - 80 lbs = 742 lbs. Use : H6 w/ ( 16 ) 8d nails 12.50 123 plf x 8.083 ft. h. = 993 lbs - 80 lbs = 663 lbs. Use : H6 w/ ( 16 ) 8d nails y -y = 16.00 78 plf x 8.083 ft. h. = 628 lbs - 80 lbs = 206 lbs. Use : scheduled nailing x -x = 9.00 85 plf x 8.083 ft. h. = 685 lbs - 80 lbs = 447 lbs. Use : scheduled nailing 2.50 85 plf x 8.083 ft. h. = 685 lbs - 80 lbs = 619 lbs. Use : scheduled nailing 2.50 85 plf x 8.083 ft. h. = 685 lbs - 80 lbs = 619 lbs. Use : scheduled nailing ? x -x = 4.00 159 plf x 8.083 ft. h. = 1288 lbs- 80 lbs = 1182 lbs. Use : ( 2 ) H6 w/ ( 16 ) 8d nails 4.00 159 plf x 8.083 ft. h. = 1288 lbs - 80 lbs = 1182 lbs. Use : CS16 strap -36' l wl(18)10d nails 10.50 159 plf x 8.083 ft. h. = 1288 lbs - 80 lbs = 1010 lbs. Use : CS16 strap -36 "I w/(18)10d nails 3 x -x = 3.00 218 plf x 8.083 ft. h. = 1760 lbs - 80 lbs = 1680 lbs. Use : CS16 strap -46 "I w/ (28)10d nails 3.00 218 plf x 8.083 ft. h. = 1760 lbs - 80 lbs = 1680 lbs. Use : CS16 strap -461 w/ (28)10d nails 5.00 218 plf x 8.083 ft. h. = 1760 lbs - 80 lbs = 1628 lbs. Use : CS16 strap -461 wl (28)10d nails main floor: a y -y = 16.50 69 pif x 12.000 ft. h. = 828 lbs - 100 lbs = 284 lbs. Use : 5/8" AB w/in 12" of panel edge 4.50 69 plf x • 12.000 ft. h. = 828 lbs - 100 lbs = 680 lbs. Use : 5/8" AB w/in 12" of panel edge b y -y = 8.67 346 Of x 8.083 ft. h. = 2797 lbs - 160 lbs = 2339 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 2.67 346 plf x 8.083 ft. h. = 2797 lbs - 160 lbs = 2656 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge c y-y = 16.50 327 plf x 8.083 ft. h. = 2641 lbs - 170 lbs = 1716 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge d y -y = 4.50 329 plf x 8.083 ft. h. = 2659 lbs - 80 lbs = 2540 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 9.50 329 pif x 8.083 ft. h. = 2659 lbs - 80 lbs = 2408 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge e y -y = 22.00 94 plf x 9.000 ft. h. = 849 lbs - 90 lbs = .196 lbs. Use : 5/8" AB w/in 12" of panel edge 1 x -x = 4.33 181 plf x 8.083 ft. h. = 1463 lbs - 80 lbs = 1349 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2' edge 3.50 181 plf x 8.083 ft. h. = 1463 lbs - 160 lbs =' 1278 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 5.33 181 plf x 8.083 ft. h. = 1463 lbs - 100 lbs = 1287 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, l 1/2" edge 2 x x = 10.00 155 plf x 8.083 ft. h. = 1256 lbs - 170 lbs = 695 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di: 18.00 155 plf x 8.083 ft. h. = 1256 lbs - 170 lbs = 246 lbs. Use : 5/8" AB w/in 12" of panel edge 6.00 155 plf x 8.083 ft. h. = 1256 lbs - 170 lbs = 919 lbs. Use : CS16 strap -36 "I w/(18)10d nails 3 x -x = 1.88 317 plf x 6.500 ft. h. = 2060 lbs - 90 lbs = 2004 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di; 1.88 317 plf x 6.500 ft. h. = 2060 lbs - 90 lbs = 2004 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di; 1.88 317 plf x 6.500 ft. h. = 2060 lbs - 90 lbs = 2004 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di: 1.88 317 pif x 6.500 ft. h. = 2060 lbs - 90 lbs = 2004 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di: Notice: concrete curb raised to achieve 3.5 to 1.0 slenderness ratio at garage door side panels. 8.083 ft. h. = 2561 lbs - 220 lbs = 2356 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 8.083 ft. h. = 2561 lbs - 220 Ibs = 2356 lbs. Use : STHD1 ORJ w/ (28) 16d sinkers, 1 1/2" edge 2.83 317 plf x 2.83 317 pif x Holdown Summary Use (11 ) STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. Use ( 23 ) STHD1ORJ w/ (28) 16d sinkers, 1 1 /Z' edge dist. Use ( 13 ) CS16 strap -36'l w/(18)10d nails Use ( 10 ) CS16 strap -46"I w/ (28)10d nails Use ( 6 ) H6 w/ (16 ) 8d nails or substitute: CS16 -27 w/ (18) 10d nails Shearwalls, plate nailing and anchor bolts per schedule - as indicated. 18915 - 142nd Ave N.E. #100 ohone: (4251485 -4900 Woodinville, WA 98072 www.Arch itectsN W. com 'ia Ti lirA51XY0 "i7440'X4,WW.I. :c114,MVYF.Yi ,, ,ml{'"Sfil+“ , ,,,n Y.ntwttYUhr.,,eiu M N. e. 7 cY. ?Ka+Y'1Mi>;:`L'.W.NIKttg„' S • ARCHITr NO 15915 -142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 ' OFFICE: (425) 40.5.4900 FAX: (425) 457.6555 TCLL FREE: 1.55E - 272 -4100 E -MAIL: WWWARCHITECTSNW.COM Wind per Section 1615: Earthquake per Section 1626: Site/ Project Specific Values: Seismic Zone 3; Soil Type Sd; Ca =0.36 R for wood structural panels = 5.5 (plywood shearwalls) R for all other structural panels = 4.5 (gypsum shearwalls) V(plywd) = 0.1964W; V(gwb) = 0.2400W Standard Design information (Unless noted otherwise on Plans): updated 2/03 Plan Number: rV 2 5 Z S A2*' - 11 Sheet Name: Date: 3 M)03 o3 Sheet # 4 of ( Design criteria per 1997 Uniform Building Code: Exposure "B" - 80mph Design Wind Pressure: P= CexCgxQsxlw Ce= Exposure Factor; Cq= Method Factor; Qs =Wind Stagnation pressure; Iw= Importance Factor Site /Project Specific Values: Ce = 0.62 (Exposure B @ < 15' H); Cq = 1.3 (Projected Area Method per section 1621.3) Qs = 16.4 (Basic Wind Speed = 80 mph); Iw = 1.0 (Standard Structure Importance) Calculated Wind Pressures at Prescribed Building Heights: P = 13.22 psf < 15'H; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H Base Shear: V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q R = Rotation value from Table 16N ; W = Total Seismic Dead .Load Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) Redundancy Factor: rho (Equation 30 -3) combined with r max equation (Section 1630.1.1) creates a design condition to attempt to keep rho =1 or less. Vmax is determined to verify if additonal redundancy factor (rho) is r (Vmax = 2(Vw) /sgrt A) Lumber grade: HF #2 or better; HF #3 @ studs Glue -Lam beams: UBC Combination 24f -V Horizontal roof sheathing: 1 /2" CDX-- 7/16" OSB w/ 8d @ 6" oc at edges (140plf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: 3/4" T &G CDX plywd w/ 10d @ 6" oc at edges (177plf allowable diaphragm shear w/o blocking) Shear walls: See shear wall schedule: Note: gwb shear wall capacities are halved when resisting seismic forces. Anchor Bolts: 5/8" dia x 10 "L @ 48" oc, typical, unless noted otherwise. A307 or btr w/ 7" min. embedment. Exposure "B" - 80mph Ts►q& co_crei2.to SHEAR WALL SCHEDULE (see 1997 UBC tables 23- II -I -1, & 23- 11 -1 -2) P1-6 v = 198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 6" o.c. Anchorage: 16d nails @ 5" o.c. to wd frmg, or 5/8" AB @ 48" o.c. to conc. P1-4 v = 304 plf Note #6 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. Anchorage: 16 d nails@ 4 "o.c.to wd frmg, or 5/8" AB @ 36 "o.c. to conc. P1 -3a v = 349 plf Note #6 1/2" plywood or OSB equal, w / 8d (gun) nails @ 3" o.c. Anchorage: 16d nails @ 3 "o.c.to wd frmg, or 5/8" AB @ 30" o.c. to cons. Us 2" nom sills and studs @ panel edges since < 350p1f load. P1 -3b v = 389 plf Note #7 1/2" plywood or OSB equal, w / 8d (gun) nails @ 3" o.c. Anchorage: 3/85(5" lag screws @12 "o.c. to wood frmg w/ 1/4 "pilot hole, or 5/8" AB @ 30 "o.c. to conc. Use min. 3" nom. mud sills,sole plates and studs @ adjoining panel edges. P1 -2 v = 516 plf Note #7 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 3/8 "x5" lag screws @ 9 "o.c. to wood frmg w/ 1/4 "pilot hole, or 5/8" AB @ 30 "o.c. to conc. Use min. 3" nom. mud sills,sole plates and studs @ adjoining panel edges. P2-4 v = 608 plf Note #8 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails @ 4" o.c. Anchorage: 3/8 "x5" lag screws @ 8 "o.c. to wood frmg w/ 1/4 "pilot hole, or 5/8" AB @ 30 "o.c. to conc. Use min. 3" nom. mud sills,sole plates and studs @ adjoining panel edges. P2 -3 v = 778 plf Note#8 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 55" lag screws @ 7 "o.c. to 4xwd frmg w/ 1/4 "pilot hole, or 5/8" AB @ 12 "o.c. to conc. Use min. 3" nom. mud sills,sole plates and studs @ adjoining panel edges. 1. The shear values in this table are based upon the use of 8d, pneumatically driven nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nail spacing is for all panel edges. Block all panel edges. 3. Spacing of nails along intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXP1/EXP2/EXT or C- C /C- D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. 6. Use A35clip @24" o.c. at dbl jst to top plate where no contin vertical shtg diaphragm occurs. 7. Use A35clip @16" o.c. at dbl jst to top plate where no contin vertical shtg diaphragm occurs. 8. Use A35clip @12" o.c. at dbl jst to top plate where no contin vertical shtg diaphragm occurs. 9JARC H IT' CT S V NORTHWEST 15915.142N0 AVENUE NE SUITE 100 WOODINVILLE, WA 08072 OFFICE (425) 405 -4000 FAX: (425) 487.6585 • TOLL FREE: 1.888. 272 -4100 E -MAIL: WWWARCHITECTSNW.COM updated 2/03 Plan Number: Sheet Name: S c.) C C44 Date: 3 121( Sheet # of of I C + �awzw+. s ;a.Mrcraa:'sAA •/ARCHITE( TS NORTHWEST 18015.142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: (425) 485-4000 FAX: (425) 487-8585 TOLL FREE: 1-888-272-4100 E-MAIL: WWW.ARCHITECTSNW.COM 1) 1 sprzw... satecte stleve• /use 'ffieThimmation Thammitorimaramiiiiii - — -o 2'4 8ICTLI611T LAM. LAft I • r7'-c• Asv. MAIN ?LOOM. 6• 19AKR R.• I1'-0 Pp MAIN Q' (Co) s44eA/2-?Asse-2 e 79- vt.Axhi "Tz 14.4 %-g/(Gjaa . 0 Plan Number: he1 SASc Sheet Name: 4 1,2.0o PiZre: Date: 3/2 / / t cfp.v ye yt Sheet # (, of ft FD P-- 124434 LAT1 L.QAti) e k- to TO. IMAM • W.A. AS% MAIN MOOR • er T-11" A5 MAIN FLOOR T.0. 3 eAr4 • •Lit• riArm "'LOOM - 0 - ro. Rt.R?"—.-ole • ABV. MAIN 10-001It ✓ /ARCHITEf TS V NORTHWEST 18915 -142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: (425) 485.4900 FAX: (425) 487.6585 TOLL FREE: 1- 888.272.4100 E-MAIL: WWW.ARCHITECTSNW.COM Plan Number: by 25 " A3F- I_i Sheet Name: U tom- i'Q- FL.2_ Date: �✓- /./ /03 Sheet # - 1 of I I V �.. . .u' w:�4'� tlwt.�..+«..•........T.+.V�::� .�: ^ % -i.: , .+.�w. la: �i:. a"r +w�w ww.y.•' F• �• vl; Sh4�,:,>`\ �R^nI� %.lV.'QR�iGt1Tf'hM.��RrNt KIT S F- f 3 Ir - 2•IO P1. I- OL. r .v 1xI04F1 • 16' 0 • 3x6 G.:.. 14' DOT. • O'-I I' &htf. 13'10 ..I.. lb' OL d 1x10 •1 • lb' Or At,T, Pitd2 ost. ZA,..- -ro siege Trtigef+� — — -' — - �, F -{fit rt•ros - . 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M' 1 5ME•OLIT 1, 4 RMAR • 16 O. 2 LtX•S SLA5 ON 311.r5ON G1566 o POOT 0.190VE. • TIM 170r9.1 51.149 %,/ INTO FOOTING GONTIKE FOOTING 5DEATH Olt OR 10 31 , ••••••■••■•••••* -4. 18615-142ND AVENUE NE SUITE 100 WOODNVILLE, WA 08072 OFFICE: (425) 405-4000 FAX: (425) 487-6555 TOLL FFIEE: 1-858-272-4100 E-MAIL: WWW.ARCHITECTSNW.COM /ARCHIT .CTS I NORTHWEST 1»T4*ot c› '01,12,:_r_14,3t4Att- ( ST4i410 Plan Number el 2..5 AD e Sheet Name: & P Date: 2 PI J03 Sheet It_ of 1 1. 7 • o 4.4)tRtotog.- tYsnioto 1. l4.&2 ARCHIT''CTS NORT HvWEST 18916.142ND AVENUE NE SUITE 100 WOODNVILLE, WA 98072 OFFICE: (425) 485 -4900 FAX: (425) 487 -6585 TOLL FREE: 1-088-272-4100 E•MAIL: WWW.ARCHITECTSNW.COM Plan Number: h'%• 2 5 F —r7 Sheet Name: SA It— . izeNS. Date: . /2( ) 03 Sheet # 1' of 11. ..- a i * ► rrali��11. o I CIS �I► � ►�;, s,.1a1I= _ I_I ■ IP1cf �Iiii►,� It�T' 1 '1� FI11 Q A � +11 11.4i811f 11/711101/1 .- ♦v �; ILt]o11tI11 - ,1114b'' 1 IQ1,t11 b � It L .0 1111 �'i llll ►Ti � un•au ta• �. n,u:I �'' lL tli*. 111•11 1111[: I� il I11mII1 un•:r _ —4i 11 1nlral III .. 11111 . I LW� 11111111 V I6.1CO• _� , a A13 1.0114121C22 ` ATTiG VD/T I_I.I�n•.. �r11I 11/1.111. N6 .aliuu .-u 'Ai, lllln • sp J i amtv11. `,ItQ1 A r.. tires . 110t,11I V11111L ,. s 11 11" .1Q11 \ ' 1 I:rllll ". /18111., .a11 2 111�1 I1 ••..19 1f;1117/ ..,11110011 01.111•21111.1117 1e..' � - 1 •.11111H ° ,1 /111110q IWRIl0:11111 /1r 11 • ■IUfillllii' - . 'gb�.A.1111AU111 IL13111•*1I 11 /111. 0 •� ^ 7r1O111D14/um111;IlflI •L'�Jt• marl 1=_....19 r � /! ■ ■ - sQ ..�- ICIL ,�r'�II� 1 1 II! 2x 0 1R1, r 1 = eQa aQ.: :. 2 3 loo. IIIAIt i1l,ales. �1itLu.a , IttY,ItII/a` ..„„ ..wasititimassriseir ..ise.nuurnual:ctlre ,Yak. ismI.9oso►nHIl wwwwc t_. N ..11I'!Rl Illtil a. J111I *1 1111111.311." iP1i� v 1• t4�111r1�••fl y� sinsucsoccinuonr 1r i ; ttnr .I 11 1 >•t•,l III I t i.1 Qttr7elt H II9 1..- �Y1R11.�'i1.9a.A1 tI YW - 41171i mosre' n►�1�— sit. . MN ' t•. i�r_c a1 l Y ra�a��11a ■• rlarr. — ME _• !I1 i tnr� r>r� X111,, �al 1 �1i�■ :1:.;�A I j ,� ..; � 2 r II I �.— t ry =� ��i —.�a� t��� 1�._ ���1 r —��.. �� / •111'L fir• -t tY�� ��• •<7• ' . �•,•• — 4 ,mot ��� — ` ..9a 7�� 1� 7 1 Dlla�p . NMI .c �•ii► MB � . , • s 1 —1 �. 1r v - -► eta MI aar .7 • a.� r I 1 itiiiaalsa�a\r_rE• ri1• wa� 1/ -- 1 J�11••• a. L. , . eI.7 .1 ' r'. - �ar� ` 1111 1 1 • i� �. _ 1or4�i ■uu. r E _ _ ,ow — �ss�c •1 —6 Qtly -(a 4 Mob ebeap10- ( .. (1 DJ Use - t X3.22 it, h A 11 ARCH1TE, TS NORTHWEST 18015.142ND AVENUE NE SUITE 100 WOODINVILLE, WA 011072 OFFICE: (425) 485.4000 FAX: (425) 487 -6585 TOU. FREE: t•888.272.4100 EMAIL: WWWARCHITECTSNW.COM Plan Number: 2- c A 3 F- fl Sheet Name: 1 P ADO' CETAtt..5 Date: (2 /0 3 Sheet # It of II 3/03 Typical Strap & Holdown Details Plus Allowable Loads For Each. iI MST37 w/ (24) MST48 w/ (34) MST60 w/ (48) MST72 w/ (56) 16d 16c1 16d 16d nails nails nails nails S Typical to -Floor Installation showing Clear Span 1850# 2945# 4415 5150# Floor- Tie' a #. HTT16 w/ HTT22 w/ SSTB16 SSTB20 5/8" the 11111 (18)16d (32)16d anchor anchor rod w/ 10" Typical Installation as Holdown �� 3070# 4650# 4420# 4600# • set 5875# \`'�� Typical HD5A ` . Holdown . Installation with ��,_ ; SSTB anchor bolt. Washers are not required at the base. HD2A w/ (2)5/8 "bolts @dib HD5A w/ (2)08 "bolts @dlb HD8A w/ (3J9/8 "bolts @4x HD10A w/ (4)9'8 "bolts@4x SSTBL28 anchor (24" embed) I , •E r 2278# 3038# 6118# 7823# 9540# (12" (16" `' 0 0 vie nails sinkers embedment) embedment) epoxy ?. studs studs post post . � � {` �, ,, ,�•, " (. • • .. Typical CS Installation as a Floor -to- Floor Tie Equal speciflt0nails CS16 -35' w/ CS16-46" w/ - .. � C P rovide end distance number in each (18) (28) .. n 00 oI end 10d 10d ;to , 0 0 nails nails EN LENGTH — GL SP Np L 1353# 1650# I- CU LEN // T 1N ' PHD2 -SDS3 PHD5 -SDS3 VGC62 5/8" thr '+ capsul rod w/ @2 @2 5" -2x -2x in epoxy 3286# 4500# 4760# 5720# ; , .:*C-Z. f MIN LENGTH i LENGTH i Corner STHDRJ and •,7 s Typical with HPAHD22 e e ONE f4 o BEHARIN . SHEAR o t12 pq.FNGTH e 0 • E N Gi N ' STHD studs installation CONE • �• similar to loo to o o e o o o ti Installation 3 -2x EI m ;�; 5" x11 /16hole set STHD1ORJ or STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# @ 8" stem 2575# @ 6" stem STHDI4RJ or STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# @ 8" stem 4220# @ 6" stem HPAHD22 w/ (16) 16d nails, 1 1/2" edge dist. 2240# @ 8" stem 1564# @ 6" stem Notes: ALL VALUES ARE TAKEN FROM SIMPSON STRONG -TIE CATALOG, Form T-HEMFIR-3 1/99, OR CATALOG C -2003. VALUES APPLY TO HEM -FIR LUMBER UNLESS NOTED OTHERWISE. CONCRETE STRENGTH USED: fc >= 2000psi . h A 11 ARCH1TE, TS NORTHWEST 18015.142ND AVENUE NE SUITE 100 WOODINVILLE, WA 011072 OFFICE: (425) 485.4000 FAX: (425) 487 -6585 TOU. FREE: t•888.272.4100 EMAIL: WWWARCHITECTSNW.COM Plan Number: 2- c A 3 F- fl Sheet Name: 1 P ADO' CETAtt..5 Date: (2 /0 3 Sheet # It of II 3/03 VET NO SCALE LATERAL DETAIL 21.'A A 4 "01,e 5" 4" IOd • 4' O.G. TO BLOCKING AND JOISTS *4 * H o 110' ID" G. G. NO SCALE ad • 6' O.G. PER MO NAILING Or ROOF SHEATHING TRUSS DESIGNED FOR LATERAL LOAD—OR USE SHT6 PER PLAN STG • 24' 0L. (2 X NOT NAILED TO TOP PLATE) SHEAR WALL PER PLAN LATERAL. DETAIL. 4 STG • 24" O.G. IOd m 4' O.G. 2x AS REOIURED NO SCALE SHAR WALL PER PLAN • Sd NAILS o 6" 0.0. 11-ROUGH SHEATHING INTO LEDGER ROOF FRAMING MEMBER TER PLAN . LAT ERAL °DETAIL.# 10. GABLE TRUSS SIN 2x BLOCKING " (2) I6d NAILS • EACH STUD 2x BLOCKING BETWEEN STUDS 2x LEDGER (ONE SIZE LARGER THAN FRAMING MEMBER), OR SOLID BLKG HT6 IF NOTED ON PLAN NOT TO SCALE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. U) CD CD 0 l L. 1 esi TYPICAL ROOF DIAPHRAGM 2x6 SOLID BLOCKING • 48" O.G. %TERAL DETAIL II SHEAR WALL PER PLAN FULL HT STUDS • SCISSOR (SABLES 2x4 BRAVE, • 48" O.G. MAX 5' rv/o BLOCKING 8d EDGE NAILING TO BLOCKING • (2) I6d TO BLOCKING EACH END TYP. (2) It'd TO BLOCKING EACH END TYP. ROOF FRAMING MEMBERS PER PLAN NO SCALE SHEAR WALL PER PLAN NAILING PER SW SCHED X ELI BLOCKING ILI I V . ICI (5) I bd • JOIST * BLOCKING DOUBLE JOIST OR PER PLAN USE TJI BLOCKING WHERE TJI JOISTS OCCUR LATERAL DETAIL *11 IOd • 4' O.G. AT BLOCKING - NO SCALE SHEAR WALL PER PLAN GABLE TRUSS AT SIMILAR 8d NAILS • 6' O.G. EDGE NAILING U.N.O. ROOF SHEATHING ROOF FRAMING MEMBER PER PLAN SHEATHING IF NOTED ON PLAN LATERAL DETAIL 4 2x BLOCKING BETWEEN STUDS (2) I6d NAILS • EACH STUD NO SCALE -�� ”.■ YI I►III� '■.. FLR JST PER PLAN LATERAL DETAIL 15 SHEAR WALL PER PLAN NAILING PER SW SGHED I6d TOENAILED 5" O.G. EACH SIDE STAGGERED IOd • 4' O.G. DIAPHRAGM TO BLOCKING AND JOISTS SHEAR WALL PER PLAN NO SCALE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. RI 4 Q z .> 8. m }'�' xi n . s —iI g2 0 00 rn .cn — I CD CD Ci .77) z C 3 a m 1 N ut 3> 1 2x SOLID BLOCKING (4) loci BLOCKING IOd•6' PER PLAN VET k0 PER PL (2) I6d • 6 O.G. U.N.O. FAN A- EDGES. AT CONTI FRAMING MEMBERS SEE 5F18AR WALL SGHEE FOR NAILING PATTERN SHEAR WALL PER PLAN NO SCALE LATERAL DETAIL 2 V A 4 " B" , 4 ", IOd • 4" O.G. TO BLOCKING AND JOISTS BAR $ HORIZONTAL ZON 0 10' IS" G. NO SCALE Dd • 6' O.G. PER EDGE NAILING OP ROOF SHEATHING TRUSS DESIGNED FOR LATERAL LOAD—OR USE SHTO PER PLAN STG • 24" O.G. (2 X NOT NAILED TO TOP PLATE) SHEAR WALL PER PLAN LATERAL DETAIL 4 SHEAR WALL PER PLAN 6d NAILS • 6" O.G. THROUGH SHEATHING INTO LEDGER ROOF FRAMING MEMBER PER PLAN . LATERAL .DET941L•# 10. STG • 24' O.G. IOd • 4' O.G. 2x AS REQIURED SIM NO SCALE GABLE TRUSS SIM 2x BLOCKING (2)16d NAILS • EACH STUD 2x BLOCKING BETNEEN STUDS 2x LEDGER (ONE SIZE LARGER THAN FRAMING MEMBER), OR SOLID BLKG HTG IF NOTED ON PLAN NOT TO SCALE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Cr: N I CD CD i O r N2003 10:05 4257460860 Earth Consultants, Inc (AY)1((llnk :.11 Nighl(rn: (xtlloigs1,•i A. hJri 'IrY41111011111:'e'k Oxisirookm TcsiingA 1(1W); WW'AFW) Iris ''I() xVk ' October 27, 2003 E -10176 Dream Catcher Homes 1307 — 51 Avenue West Edmonds, Washington 98026 Attention: Mr. J. Antoine Keirouz Subject: Dear Mr. Keirouz: Respectfully submitted, EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. Project Manager RAC /csm cc: City of Tukwila Public Works Attention: Mr. Dave McPherson Mr. Greg Vilanueva Final Letter Lots 6, 7, and 8 Cascade Glen 40 Avenue South and South 133 Street Tukwila, Washington EARTH CONSULTANTS PAGE 03 In accordance with your request, an Earth Consultants, Inc. (ECI) representative visited the site on October 23, 2003, to observe Lots 6, 7, and 8. The purpose of our visit was to observe the rockeries and yard areas around the building lots. Based on our observations, the performance of the rockeries is good. ECI previously observed the rockery construction, including the keyway excavation, drain installation, and quarry spall backfill. Localized areas of surface instability along the landscaping slopes was observed above the rockeries. These areas should be stabilized with jute webbing and hydroseed. Erosion control measures should continue to be implemented and maintained, as necessary, along the slopes and landscaping areas. - Based on our observations, the rockeries and yard areas for Lots 6, 7, and 8 have been constructed in general accordance with our geotechnical recommendations. We trust this information meets your current needs. If you have any questions, please call. 1 0 3 ! ' ' 7 ' 2 i ' 2c & 1 City of Tukwila Building Department Attention: Mr. Dave Larsen 1805136th Place N.E.. Suite 201, Bellevue, WA 98005 Bellevue (425) 643-3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 �ii;rt:luu� 13sta 1)lished 1075 2003 10:05 4257460860 October 27, 2003 E -10176 Dream Catcher Homes 1307 -- 51 Avenue West Edmonds, Washington 98026 Attention: Mr. J. Antoine Keirouz Subject: Dear Mr. Keirouz: Earth Consultants, Inc (kytrehnical IJtgit rt C. r,;, N Etn•Irmitnrnt:1l .'WI' (7malrlK'IN MI 'r(;Vi111: & IC1i( I : 4 \I S( ) Iilmrct1rtn Srrvir rs Rockery and Site Observations Cascade Glen 40 Avenue South and South 133 Street Tukwila, Washington EARTH CONSULTANTS PAGE 02 Establishexi 1975 In accordance with your request, an Earth Consultants, Inc. (ECI) representative visited the site on October 23, 2003, to observe the yard and rockery areas of the site. The purpose of our visit was to assess the site conditions and the performance of the rockeries following the recent heavy rainfall. Based on our observations, the site is in relatively good condition following the recent record rainfall event. Only localized areas of surficial instability along the landscaping slopes was observed. These areas should be stabilized with jute webbing and hydroseed. The performance of the rockeries was observed to be good. No signs of rockery movement or instability were observed. Erosion control measures should continue to be implemented and maintained, as necessary, along the slopes and landscaping areas. We trust this information meets your current needs. If you have any questions, please call. Respectfully submitted, EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. Project Manager RAC /csm cc: City of Tukwila Public Works Attention: Mr. Dave McPherson Mr. Greg Vilanueva F. _rt 7/2.4y le.M ...1 City of Tukwila Building Department Attention: Mr. Dave Larsen 1805 136th Place N,E., Suite 201, Bellevue, WA 98005 Bellevue (425) 643-3780 FAX (425) 746.0860 Toll Free (888) 739 -6670 NOV. WO — Ltlba L A ao 8 von vs •J • •• • • • •• • . 11 -05-03 Jihad Keirou JAK inc. 13407 51" Ave NE Edmonds, WA Re: Vapor Block Sincerely, Marcus Eldred 410ASINA■ MARCUS DRYWALL, INC 27115 NEWBERG ROAD SNOHOMISH. WA 60290 PH. 425- 335-4253 FAX 425-334-1114 Dear Jihad, We have applied Rodda Vapor Block latex primer sealer with a perm rating of less than one to . the following houses at Cascade Gbar Lot # 6, Lot # 8, Lot # 17, Lot # 2, Got # 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. U1 L. +:).i N G DE, 41' : M i N Sx ;:i�.i..;+',caew::Anx:,cya:s�c xxwd >xx u.3.neci�.c;4 oy' dsii.d:�:.::,a:rl..��i;w»e'tA: OR/08/2003 08:50 4257460860 FAX TO: s'ay FAX COVER SHEET CC: T c . k.wi la e-S 17 0.wa 2. (rir +mcp her 5 EARTH CONSULTANTS Earth Consultants Inc. GcotcchnIcvl Cng1nc :te. Q ,k,gtsts & Envlronmr.ntRl Scientists Reference: 6' to17 te Date: O .09c03 FAX NUMBER: zo cp— 31 - 3 (A.co5 Lo -r � � il FROM: eRA-.-a. SUBJECT: RI Rezro r2-1 o 9. ©f-f . o "'j (p Co PAGE 01 7yc..2So= $74Z. 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643.3780 FAX (425) 746-0860 Toll Free (888) 739-6670 Si IU4ic Lair' A44.. 4' z W 6 U U o 0 co CO al J w 0 w ▪ a Z = I- 0 z - • w U� o S O I- w NUMBER OF PAGES INCLUDING COVER SHEET: 3 • o w z = If you have any questions, please call (425) 643 -3780 z • Our FAX number is (425) 74- 608-60 .�/� -Y - • - 12c -loo 2r3 /1 t -Xeca=:1 ?r) L` f� 0 / 08/20E13 08: 50 4257460860 Project N I RsI cG Iric MG} General Contractor Grading Contractor Project No. Earth Consultants, In c. OrrarrAvtIct FJ1ZIY Iq QRAosta <,► Ommni nnial $cielviLAt, )Ift L11of TrAinR 11 0301 wM )111Rttthat 47•'kC� 1805 138th Place N.E., Suite 201 • Bellevue, WA 98405 Bellevue (425) 843.3760 • Toll Free (888) 7394670 FAX (425) 746-0860 DAILY FIELD REPORT Job Location (CAS'CA06' rst ens) "1 -Z '".° sr , i kk711l A Permit No. Grading Foreman Are approved Plans/Permits on -site ❑ Yes ❑ No EARTH C:UNSUL I AN 15 Field Rep. Ti me O Slte s: 30 Awl Travel Time I.•.5 Permit No. General Contractors Superintendent Job No. S10130 Time OIf. Ske 9 4 5 A%1 Mlles Hrs. Charged 30 Page of l' Date 01.04.03. Client/Omer Z. fit. Received Unchecked By Checked By_ Weather C_IEAL WAft \flattofs 1-1 t 104 Report No. Day Day of Week If No, contact the building department or explain below: !COPY TO: CONTINUED ON NEXT PAGE ❑ •T ' A 1ZteO y`wsc erS IAJAS . t•+ . t- T D _ . P _ .+. • •owl . • ' _ _ -. .► . - e- L o 4 t- - la. or_ la. 9 K�t Q�y &AL 2) 't7--4'44 A•.D __. , 44ztvus' k..&Jaars..E •I4.45 SI R . ut.TI.IIQsr - oe.k A.. I 1 — I 2 l o.J Ca ow L Cr C , Cr lv stj%u,<An 0.-4 1u141. l t3i gr.► Gfluafa . a tars 5 1a,c faI cs1-4 • L c,T _o I2 ka _ . -r' Lor I S • Lt,o d.or••. - - • • • r✓ s r r gvri.wtTTa I NA C.OwI r hail , 40'trrt= I,tk71• S?•A,....1 . 4... fikartC.1- I c. QJ • liter , - l DU•s,r r1,y CLAM. P4CD tiLl T re: &a oc,. err t at•.i (0 F ie cc.46ny G ss..rni4c. -rota —b _fl C4 aI,,..e. -, CA. at c ) • . . 1 c.4T c.1'-4 r •• o- - -It . •1 - Len - (Loc.14.firr2 • L Tu CAx ....-S i de_ d 1 1H4 Nol... /--14. CAr e4scfo•%-t. G4.”-er MEJ P44.4s T cPl t=oga,.•. ..wQ.rw,,. 4LeSril-4 - D .�e.T 131003..L4 l+0-10:1 '11+./e•aT/ � Lti6T 0 -f. Q. Q, o c.bc. 6 G2 Cr.a l t i Ors - ( co. -L 1-• • 2. __ Lc. - f•I a .. r If,lr, ' E CI Val- .' ?> i� ttltl: J ;. �. � - �r /� V .76 4. 2'''S", A174 Z �-1 n,�s j , 4 o �i ? 4/ to r . ` =r TA I. . -A.La r,.'ri: e . ,,,` -,mot • 05 • tEX . 0* off __.._ . �� 0 / 08/20E13 08: 50 4257460860 Project N I RsI cG Iric MG} General Contractor Grading Contractor Project No. Earth Consultants, In c. OrrarrAvtIct FJ1ZIY Iq QRAosta <,► Ommni nnial $cielviLAt, )Ift L11of TrAinR 11 0301 wM )111Rttthat 47•'kC� 1805 138th Place N.E., Suite 201 • Bellevue, WA 98405 Bellevue (425) 843.3760 • Toll Free (888) 7394670 FAX (425) 746-0860 DAILY FIELD REPORT Job Location (CAS'CA06' rst ens) "1 -Z '".° sr , i kk711l A Permit No. Grading Foreman Are approved Plans/Permits on -site ❑ Yes ❑ No EARTH C:UNSUL I AN 15 Field Rep. Ti me O Slte s: 30 Awl Travel Time I.•.5 Permit No. General Contractors Superintendent Job No. S10130 Time OIf. Ske 9 4 5 A%1 Mlles Hrs. Charged 30 Page of l' Date 01.04.03. Client/Omer Z. fit. Received Unchecked By Checked By_ Weather C_IEAL WAft \flattofs 1-1 t 104 Report No. Day Day of Week If No, contact the building department or explain below: !COPY TO: CONTINUED ON NEXT PAGE ❑ •T 09/ 08/ 2003 08: 50 4257460860 • - EARTH CONSULTANTS Id3 Earth Consultants, Inc OrrActlEhml roittwyrx Occkettos lantrynnwsit% son liot, Ametconn TAAhla A ICAD / tA'AIlr) Inmeriinsi .9,17rtims 1806 136M Place RE., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643-3780 • Toll Free (888) 739-6670 FAX (425) 746-0880 DAILY FIELD REPORT Project t Job 1 5444.de" LC7-4 4z " ar" rt. ku..2 General Contractor Grading Contractor Field Rep. Time Oh Site Travel Time Permit No. General Contractor's Superintendent Grading Foreman Job No. eroi Time Off Site Wes Hrs. Ch2,1.- Client/Owner ir / Pa Z 2 Date 05.0V.03 Received Unchecked By C heck Repol No. Oay of Week Tofeuic_ Weather !'&4/ 4 7 11044101 Walters Dateq lq 105 Are approved Plans/Permits on-site El Yes No Project No. Permit No. If No, contact the building department or explain below: I COPY TO: CONTINUED ON NEXT PAGE Ci 'err• •R- Yfm. • 4 ' -.Mk .=T • . .0 ...Z - . a . .. i •S A1/-1- • rocsri. 6e. et-f L r z 0 .__SLX,ggE,Aai,Aep-I. '42.-12jak4 - -sot ___1-44,-L-1--• L ...T. 2b 45. 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Ch2,1.- Client/Owner ir / Pa Z 2 Date 05.0V.03 Received Unchecked By C heck Repol No. Oay of Week Tofeuic_ Weather !'&4/ 4 7 11044101 Walters Dateq lq 105 Are approved Plans/Permits on-site El Yes No Project No. Permit No. If No, contact the building department or explain below: I COPY TO: CONTINUED ON NEXT PAGE Ci 'err• •R- Yfm. 06/29/2003 19:58 4257460860 Project ral Contractor Grading Contractor Project No. OPY TO: Earth Consultants, Inc. ceotezrinkmlEngine agtnRt ,.+t+ em � irbe , t . m � y eatralSly!vl tbae Cendn.ak 1 Tebiklg A 1®D / WWBt7 Ilif�[tIOn 9rnion• 1805 136th Placo N.E., Suite 201* Bellevue, WA 98005 Bellevue (425) 843 -3780 • Toll Free (888) 739.6870 FAX (425) 746 -0880 DAILY FIELD REPORT 4'eIL.. * 4-111 Job • =ti Are approved Plans/Permits on -site ❑ Yes ■ No Permit No. Grading Fore EARTH CONSULTANTS Fier • R ep, S Travel Time L1l General Coitraebr's Superintendent Job No, Time Off site i Miles Permtt No, Hrs. Charged C EO Client/Owner Checked By age o Date Weather Visit Received Unchecked I 63 Date PAGE 02 Report No. Day of e ••L ()Lit If No, contact the building department or explain below: 4 ricainarzvosormwwelmoramanim .!..�Ii • a WM fly ► `'�'�..,� writiinimm CONTINUED ON NEXT PAGE ❑ PreOctlale General Contractor Grading Contractor Earth Consultants, Inc 1014Q11 Ilh/nevi csr+kre.o.•i FA MK+rrnr71w1 rocuttgs CArm:MR 111 T Ing A Kr") I wAno Ytgrefi1l tkrvec. 1805 136th Piaco N.E., Suite 201 • Bellevue, WA 88005 Bellevue (425) 643.3780 • Toll Free (888) 730.6870 FAX (425) 746-0860 DAILY FIELD REPORT Grading Foreman Field Rep, Job No, Page f Report No, /0f 7b i S9 5 Time Site Tim Site 0 Day of Week 9 444.03 0,/ T IT i ,5" P tt No. Job ocation /6 S r General Contractor's Superintendent MNes 65- rs.0 Weather dew 49nM Visitors Ci(entIOwner �'/-� • lam__ Received Unchecked By Checked By Date Are approved Plans/Permits on -site ❑ Yes p No Project No. Permit No. If No, contact the building department or explain below: COPY TO: t 7 f 9 v G 7 kia.se7 -/ w / B c p P 2 CONTINUED ON NEXT PAGE ❑ r ^22'lr?ft p, / PoT/(i S GrZ • - - i D . _ ..., -_ • 1 _ ids , -4r 0 i L ,_,, • eei - /"d' ‘AMII Z. 4 -., d• r- 1", `-la. i L +: - _ i/' ■ ...z - d/ tt' fi v - eL ISrtriirkto ,cam._. / e,.- G• 0 i a e d:/,,,4 L 119406 je0 —1:•490.e. 4 -- s- /6. dritieloz, /9RLt e,vlfi f•T 4h ,50 c„r,F -J 7)9 4. c.-4 /I ezi --. filer.", -'?' ? ¢ of4G .4rGi /4 . 9 4 0167:44e. S - �: ' . . ' ss5 A ., Z 400 A lFr PreOctlale General Contractor Grading Contractor Earth Consultants, Inc 1014Q11 Ilh/nevi csr+kre.o.•i FA MK+rrnr71w1 rocuttgs CArm:MR 111 T Ing A Kr") I wAno Ytgrefi1l tkrvec. 1805 136th Piaco N.E., Suite 201 • Bellevue, WA 88005 Bellevue (425) 643.3780 • Toll Free (888) 730.6870 FAX (425) 746-0860 DAILY FIELD REPORT Grading Foreman Field Rep, Job No, Page f Report No, /0f 7b i S9 5 Time Site Tim Site 0 Day of Week 9 444.03 0,/ T IT i ,5" P tt No. Job ocation /6 S r General Contractor's Superintendent MNes 65- rs.0 Weather dew 49nM Visitors Ci(entIOwner �'/-� • lam__ Received Unchecked By Checked By Date Are approved Plans/Permits on -site ❑ Yes p No Project No. Permit No. If No, contact the building department or explain below: COPY TO: t 7 f 9 v G 7 kia.se7 -/ w / B c p P 2 CONTINUED ON NEXT PAGE ❑ r ^22'lr?ft Test Number Test Location AtiaAcg-i91.- SAL ,r 1//m 4e r,, Elevation Reference Compaction Curve Maximum Dry Density Ibs./cu. ft. F I Moisture 96 Test Dry Density Ibe.fcu. R. % of Ma�drnum Dry Density 9 Z x _ , __4. e ,�..�. /� -�.., - z t - t+►? A44> i'ro42J1 •r2 - - e 2 . / I30 2 II 0051E eta' 0"4 .z.S0650 SLo- - Cy t. r. fr. a eo - , a j. . I. .... t ZZ . - 1.1 s' 1 .f.A..%. s}G oix e . _-- ■ - • ,-T - s -".• Or' TA}8„„_77 .4 126.2 12-7 Ill 3 90 a / NE 1 1 ,4iZ -14. 3 3 v _._. :.L. / e .,. a r: 2 - s A a D.D . _ ...,la L ,. 73 Jr Yt5O �� 4 426. Z /4 V Iz a Z .K , 9 7 2y _to f,'o SI Aso c A /Z6. t /2.1 /A4 "'" CZ. ei k r:•ef25 Tv% Supplementary Report: .4- ��u A--jr.. - ,r os.� , . _ .� 4 C ir' e0 -.. - Li, ....4... - .. , _ e ,�..�. /� -�.., - z t - t+►? A44> i'ro42J1 •r2 - - 7'oe..4 .. .-ti i1w. _ 0 2 c ' — , SLo- - Cy t. r. fr. a eo - , a j. . I. .... t 1 . _-- ■ - • ,-T - s -".• Or' TA}8„„_77 �.� . _ 4 •g _ -q - __. _._. :.L. / e .,. a r: 2 - s A a D.D . _ ...,la L ,. _.i - 1 _ 1 , . CZ. ei k r:•ef25 Tv% Protect General Contractor Grading Contractor r e en07/ Earth Consultants, Inc rmoodiitinl Fronitrs, Cont all! A E.ml n lit u d selfultiss curer ctino Tc5en f A IMO 1' ABO lMRXC11A% Segtirtgl 1805 1381h Place N.E„ Sults 201 • Bellevue, WA 98005 Bellevue (425) 843.3780 • Toll Free (888) 739.8670 FAX (42S)7404960 DAILY FIELD REPORT Job Location Are approved Plans/Permits on -arts ❑ Yes ❑ No Project No. Permit No. N / General Contractor's Superintendent Grading Fo en 4.4 4/ u�a �.jJt �: •LL T+ Field Rep. Job No. C Time On Site Time Off Slte Z. 1 S'p..f J/..6 Traver Time Mlles 1 Hrs. Charged z.s �kS Client/Owner r^.K Xi Pa } Date 464 CZ Weather Visitors / Gl. alts' �,srrl Received Unchecked By Checked By If No. contact the building department or explain below: Report No. Day of Week Date I COPY TO: CONTINUED ON NEXT PAGE ❑ I Test Number Tyst Location $ 4 '1 ..ss sM Elevation Reference Compaction Curve Maximum Dry Density lbs. /cu. ft. FM Moisture 96 Test Dry Density bsicu, ft, % of Maximum Dry De nsity 2S X Aie if sat -V.5C At 1.Z.2 3.8 t/9.9 ga __Ce,»rr.- _ ,_ a � /r: J5 4 eF s ue. Z !o ` .rr � I �2G. 2 LZ• L l 3. y ? _4 Project Job Location /'YrlLs LI l i� ; i �,bi�i .at General Contractor Grading Contractor Earth Consultants, Inc tkfnlR1i * 1 flliOntI A OOylotas.. 01NIffurnerall RficsilOte 01191ncVm Tnphig i I0B0 t WM) IIUspecAat 9•n1CM 1806 136th Place N,E., Suite 201 • Bellevue, WA 98005 Bellevue (A25) 643 -3780 • Ton Free (888) 739.6670 FAX (425) 746.0880 DAILY FIELD REPORT Are approved Plana/Permits on -site ❑ Yes 0 No Project No. Permit No. General Contractor's Superintendent Grading For Field Rep. Job No. ge:r 67oi716 Time On Site Time Off/Site e, awi fobs Tra Time M' Hrs. Charged z. 1'5 Page of Report No. I 3't Date ©St XS v Z Weather die" 'Alter 4if Visitors Client/Owner JA/C Received Unchecked By By If No, contact the building department or explain below: Day of Week g te (!) 6:17_ ICOPYTO: fate. 1,4RSoN CONTINUED ON NEXT PAGE ❑ .,tom •aYtd' Earth Consultants, Inc. ctirwf"10 BianCelt Groleitet A Fmhnnnrnwt g14NUr ovien sico T tlhy( A ._ exotwmn Ingrl7N/ S' t"d► 1805 136th Pt.oe N, , SUlts 201 • Bellevue, WA 95005 Bellrvue (425) 843.3780 • Toll Free (5M) 7394670 FAX (42S) 748-0860 DAILY FIELD REPORT Job Location General Contractor Grading Contractor Project No. Permit No. Field Rep. Rea Time On Site Ira I Time 0 Pam* No. General Contractor's Superintendent Grading Foreman Are approved Plans/Permits on -site 0 Yes 0 No Job No. E►ot1V Ti Orr Site z 9� Hrs. Che Checked By u1 • Page r ►I Date 06. 09:03 Weather fvurAg Visitors Client/Owner 37A • k Received Unchecked By awisyrirrs Data Repmt No. Day Week 3 r/ If No. contact the building department or explain below: COPY TO: CONTINUED ON NEXT PAGE 0 1 t i Or 10 - - . C •• •. • A _a r. 1 L- - -- - _.:.Lal. ••I AP ,r / -- OlIarx '1 x'• 1 ,eC. <lei.tG� �, fir/ grr..zi ./ . .r � J_ /r g.. r- / M - cr ' - 4 .-- ciee4 • I-/ r!„St1r e r ' 4 �r leteg e -. . .r �._ _- '" ., "f it k � (a" - h . d' y Al-- L1 1 � . eAr- .e - , 1 r • ,l4..e rrri a sr zE "sceo.•.... -T', i i- - / -'6 AL' -_ .� �._� del .041P. J j • ■ 4__!• Al • .I• Li Z .• ./ — ..- _ • g4 " / - A — ...•!I rl / - - - •/ / ✓• L.1 _ ' . -_•1.. -. . -k - fr+ - /r I,/ - a . /I� i Earth Consultants, Inc. ctirwf"10 BianCelt Groleitet A Fmhnnnrnwt g14NUr ovien sico T tlhy( A ._ exotwmn Ingrl7N/ S' t"d► 1805 136th Pt.oe N, , SUlts 201 • Bellevue, WA 95005 Bellrvue (425) 843.3780 • Toll Free (5M) 7394670 FAX (42S) 748-0860 DAILY FIELD REPORT Job Location General Contractor Grading Contractor Project No. Permit No. Field Rep. Rea Time On Site Ira I Time 0 Pam* No. General Contractor's Superintendent Grading Foreman Are approved Plans/Permits on -site 0 Yes 0 No Job No. E►ot1V Ti Orr Site z 9� Hrs. Che Checked By u1 • Page r ►I Date 06. 09:03 Weather fvurAg Visitors Client/Owner 37A • k Received Unchecked By awisyrirrs Data Repmt No. Day Week 3 r/ If No. contact the building department or explain below: COPY TO: CONTINUED ON NEXT PAGE 0 1 •vr ....1 Am V VS. ...rr. As Am. " d i % Z// General Co Grading Contractor COPY TO: Earth Consultants, Inc OLbia[lniral entalleSrc C7orkfd,ycA lan}mmmtnml Ode, ilbi•: Q,tanrrin TeI ) eing ) / M'nuC∎heV *!l anvkv. 1605 136th Piece N.E., Suite 201 • Bellows, WA 96005 Bellows (425) 8433780 • Toll Free (888) 7396670 FAX (426) 746 -0660 DAILY FIELD REPORT Job Location 40 7 Grading Foreman General Contractor's Superintendent Field Rep. Job No. 2t: jgOt: S/ Time On Site Time Off Site 1;16. Travel Time Miles /. 7S' 65' Permit No, Hrs. Charged .3 s Client/Owner _ ./ / age e. Date Day of Week 06./0.03 '7441, Weather Visitors Received Unchecked By Checked By Date Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: CONTINUED ON NEXT PAGE ❑ nom,_ u .I Report No. —.t s '- Gt OD �r .- 1 1 ,e.., 1 D $ c * des: t79k?'fi Lr�u r _ __ • 7 d.f3!!'re*y?'ia?►' --1' /molts e-s I, v-e, / 121,4/ 1 1/e- co �.�S�Tzti 7 J /!a`7ra' . - y • Ccori.s Mc.� rcyrrr ,4 I e e i i-s�.. /,+./ �+-��A'/ / C.s�A�sc4'' L,.�i Aloes cti i4 A/e /? +t 2 ` / 4cGCr if..../.¢ rerfj • - ■ - wi - k. eo^ Foea•e• s /1‘.5 cr <Sci.e449 li- ,So-. Far' —•, /* .4•a. CC ige it41 C I � y e 7 k,,,,,f/4 •vr ....1 Am V VS. ...rr. As Am. " d i % Z// General Co Grading Contractor COPY TO: Earth Consultants, Inc OLbia[lniral entalleSrc C7orkfd,ycA lan}mmmtnml Ode, ilbi•: Q,tanrrin TeI ) eing ) / M'nuC∎heV *!l anvkv. 1605 136th Piece N.E., Suite 201 • Bellows, WA 96005 Bellows (425) 8433780 • Toll Free (888) 7396670 FAX (426) 746 -0660 DAILY FIELD REPORT Job Location 40 7 Grading Foreman General Contractor's Superintendent Field Rep. Job No. 2t: jgOt: S/ Time On Site Time Off Site 1;16. Travel Time Miles /. 7S' 65' Permit No, Hrs. Charged .3 s Client/Owner _ ./ / age e. Date Day of Week 06./0.03 '7441, Weather Visitors Received Unchecked By Checked By Date Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: CONTINUED ON NEXT PAGE ❑ nom,_ u .I Report No. "II. : O .:-.- / .4" LY n ..-:ft- #h eye' . 3L 44.4 `` 1)();' 11 / I �— c, i ' - — - LC1- tL JP • ors - . _ U C' ._ _.• is _ .. / • tai% Los- s.SraCer..r r.Ps./ �, , CGASe r' Ale 7 4 4 6 1 14,1 x/ • L s L < < r + . . 1/ i— : AT —.. '- . A /Pe. OS ei•vir)red . 4f1 013,1ca2.■ic><? CO +ti'+yT ; or-,e J -Se; / B - . ,.. 1 .... .-« ./lair./ , 00 Ifi Div .7".g.- _ -/ - -- _. e.. • ,�- o :. - . �...L. /� JCL API' - Id/ .Sfr46* CorTdriew /o' AS " Abet Koc l e 0910 1•o r-- b'r -167 "/ 7 1.5 ALSO L01 it _/0# 0 /r•/ o•-0e reorb"ite t rl er..ri Q iimergoo--seli,s- 4,-.0 A% G/Li /.01s Atge. C ree9L e " err-.. dd rs 0 -1. t� 4 4 L) 44 ) CC P- G e rs 0'i 6/T tue kwi/4 wort .5 Proj t 44II S General Contractor Grading Contractor Earth Consultants, Inc Onofec nk7ll e11illoIKO! 6 ill11•t • DI%.,rr ,uW Wit" dot OQOnrr'g1 R11iIR lain /WM0 II«lr.Iki3Orociz 1905136th Place N.E., Suite 201 • Bellevue. WA 98005 Bellevue (42$) 9433780 • Toll Free (888) 739 -8670 FAX (425) 746-0890 DAILY FIELD REPORT Job Location 8 -10 sr ?:::.krvt+4- General Contractor's Superintendent Grading Foremen Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. YSa'1li}�:'s a..S,`,eiw1 Field Rep. Time On Site 9,. Trek! Time Permit No, Job No. 0 Time Off tte APRel MI es' Hrs. Charged Client/Owner 3" 4. 114 Checked By Weather de-Are/ &five*/ Visitors Received Unchecked By Date Report No. S5 if Dayyf Week tr- If No, contact the building department or explain below: COPY TO: CONTINUED ON NEXT PAGE • 4 _ I. _ -1....L • Cr - . .r • 4, a � -• k 7 W. "-rr✓, rre* ^exd e A7_ _4544.1G nF for 6 direr �../ As "EX �2w ramtj rrofee /mod /f /Z • a. f it /N6'3 • t‘ tra +c lair to It : L f k . _..., ' L3• • 1 ar;' 006 a Je 44:1144 lar 0 -1 4'T 34 AO 0 f.leiStA2 Iekft; ? / . • Aar —4a/1( IQei7t fltl'H AS. , (i v ne_ ' J'l'lC e5°' L ht, et r j i✓,it t !� Time On Site • ;0 Travel lime S Permit No, P j Job Location 404 s� Wit✓./ General Contractor General Contractors Superintendent Grading Contractor Earth Consultants, Inc oeoK*hn *I I11010"ctnhItht•A Fmh•lnrrytWI Ifi ntitem Project No. Permit No. Grading Foreman Field Rep. Job No. Re 3 Eno /74 Time Off Site 15 Mlles fe Hrs. Charged Are approved Plans /Permits on -site 0 Yes ❑ No If No, contact the building department or explain below: (COPY TO: CONTINUED ON NEXT PAGE 0 1 Page t Report No, .� 1 . 5 Data Day of Week N By Checked By Date Teat Number Test Location Elevation Reference Compaction Curve Maximum Dry Density Ibs./cu. R. HI Moisture % Test Dry Density Ibs,/cu. rt. % of Maodmum • Dens 2 / Z2 . 3: -- . / r_ i 1 0 r 31 ./mar / 2el i� 7 t.4/e C c e. I /7C -Z 104 i? s 3 A 3Z _. f - 4 � o i5/ z ok- el se✓ • �. -�- _ ,' :z .._.- _ - ,,e, ee.t te4eej! tr,- 4 4 /74.-T ,- ,/z4•.z t/- a a, /, r /z 4 7 ZO,o ,,_i. S 51 * 3 _! J Pro j4u(Ittde General Contractor Grading Contractor 100/ COPY TO: P11 k Earth Consultants, Inc Gaxsfr Val CNI Ineax,hik101vAenlewwkvlimI 1A •t*ae CUUMfutkn 1'ba A kWh 1 WAND I1NParlfl1 *MR% 1805 136th Place N,E,, Suite 201 - Bellevue, WA 98005 Bellevue (426) 543.3780 • TO Free (884) 739 -6670 FAX (425) 746 -0880 DAILY FIELD REPORT Job Location Are approved Plans/Permits on -sibs ❑ Yes ❑ No Project No. Permit No. izSe Grading Fo Field Rep. ges Time On Site j;3c Travel Time 1.5 General Contractor's Superintendent Job No. Time Off Site pI T‘ Hrs. Charged 3.0 Pag / o Date i 0.0 Weather Visitors Client/Owner Received Undtecked By Checked By R D try of W We Date 1°f f L( ( 02_ If No, contact the building department or explain below: __ • _ _.•• ! .F - �t� Y e . ' �.,K.4� i:%. JL_ �1 r v � i •...� i CONTINUED ON NEXT PAGE ❑ General Contractor Grading Contractor Protect No. Earth Consultants, Inc Oacorchrilrol t]tliRV".C 'AFmitinnitnIal:+1lttntivm Oonmintron lament 11, IWO :witso Inrcirninn Ohre 100s 136th Place N.E.. Suite 201 • Bellevue, WA 98005 Bellevue (425) 6433780 • YOU Free (888) 739.6670 FAX (425) 746.0880 //4104 DAILY FIELD REPORT Job Location Ski T ef if Genets! Contractor's Superintendent Permit No. Grading Foreman Are approved Plans /Permits on -site 0 Yes 0 No Field Rep. Rea Time On Site jr Travel Time Permit No, Job No. 610 «k Time Off Site 2: /5 Mlles His. Charged z.� Client/Omer Page iof 1 I Date GIC .i/ 0 3 Weather Visitors Received Unchecked By Checked By Date Report No, 5b_ bay of WNk 14/61) If No, contact the building department or explain below: COPY TO: CONTINUED ON NEXT PAGE cjJ ' rw/ - s �. - - i •_‘ a4.4 ( d // � 1 � • t•Eld t Arcoa/'i As. lea54.4 �C Ate Nk 4a sir t1 r4kwr1I,t General Contractor Grading Contractor Protect No. Earth Consultants, Inc Oacorchrilrol t]tliRV".C 'AFmitinnitnIal:+1lttntivm Oonmintron lament 11, IWO :witso Inrcirninn Ohre 100s 136th Place N.E.. Suite 201 • Bellevue, WA 98005 Bellevue (425) 6433780 • YOU Free (888) 739.6670 FAX (425) 746.0880 //4104 DAILY FIELD REPORT Job Location Ski T ef if Genets! Contractor's Superintendent Permit No. Grading Foreman Are approved Plans /Permits on -site 0 Yes 0 No Field Rep. Rea Time On Site jr Travel Time Permit No, Job No. 610 «k Time Off Site 2: /5 Mlles His. Charged z.� Client/Omer Page iof 1 I Date GIC .i/ 0 3 Weather Visitors Received Unchecked By Checked By Date Report No, 5b_ bay of WNk 14/61) If No, contact the building department or explain below: COPY TO: CONTINUED ON NEXT PAGE cjJ June 2, 2003 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 Re: Cascade Glen Dear Carol Lumb: I understand that the Building of the final plat's appeal period In consideration, I agree to approval of the final plat. Jihad Keirouz President DREAMCATCHER HOMES, LLC. Department will issue the building permits prior • hold harmless the City of Tukwila if anyone PM113 1190, 13619 MUKILTE0 SPEEDWAY #1)5• I.YNNWOOD, WA PHONE: (206) 300 -6874 • FAX: (425) 741 -2634 • 98037 to expiration appeals the aurni ''LRMITCpoR - PLAN REVIEW/ROUTING TING SLIP ACTIVITY NUMBER: D03 -0113 PROJECT NAME: CASCADE GLEN LOT 8 SITE ADDRESS: 3802 S 132 PL DATE: 04 -21 -03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: JD AV& 1 0 0 ' ( t "To 'L40 -03 Building Division 51 Fire Prevention Pub •c Wogs G 1#14,-0 Structural ❑ Complete [ Incomplete ❑ fL- RP b - q-� Planning Division Permit Coordinator ke DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -22 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROJtJTING: Please Route DI Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: Documents /routing slip,doc 2 -28.02 PERMIT COORD COPY DUE DATE: 05 -20 -03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions 12 Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REGISTERED AS PROVIDED BY LAW AS :CONST CONT GENERAL • • REGIST. # ,EXP. DATE CCO1 JAKDECCO23NS 09/04/2004 EFFECTIVE DATE 08/10/1998 • i J A K DEV & CONST CORP : 4 4 13407 51ST AVE W ' t EDMONDS WA 98026 4 JOL Signawre Issued by DEPAR" ENT OF 1-6c8OR AND INDUSTRIES LINETABLE LINE LENGTH BEARING 1 L1O 12.86 NO0'37'49 "E CURVE TABLE CURVE LENGTH RADIUS DELTA C10 65.53 52.50 71'31'07' C27 22.12 35.00 36 / i / N N / \ I 1 \ N \ i I r 1 I r -- , ,c2 • I w / 7 v 8s5L - • r.. • • 7 r OWNS - --- S8.9 7751 E LOT' 8 - IN • • • South 132nd Place ••w - j20 00' ,ss dia Pert A lt �d^oh� l Qh � r r r r-b" O.H. ROCKERY WALL UNDER 4' TALL GONG. G/6 4 SIDEWALK --8SOL N as ; - S TM DRAIN .• s mR �' s .-, s� ' N a s 4S l's I I I . 4 M - N I I I I I I I 4 I N I I • • \ I I - 1 SD GAS 1 1 1 I 1 -mac -- mac.---- �- ----�c 1' = 1� s SD 4" DRAIN NEW GXLINE SITE PLAN S IDE SEWER LINE MTER SERVICE LINE Lot S, of Cascade Glen 3802 South 132nd Place NEV UNDERGROUND ELECJPHONE/CABLE RECEIVED Orr/ OF TUKWILA AU6 2 5 2003 PERMIT CENTER N Lotai'13 "t'sot%loit‘_ I LINE TABLE LINE LENGTH BEARING L10 12.86 N00'37'49 "E CURVE TABLE CURVE LENGTH RADIUS DELTA C10 65.53 52.50 s 71'31'07' C27 22.12 35.00 36'12'58' I • N • • \. 7 N , 1 , --- - - , _ ...... ...... , , r::::-.:, . . I 1 • ‘■) i i .? c • • i i i • • • r+.r LOT r x8.97751 2 12000' `+r 1'4" • • r•� S as S / O.H. r r ROCKERY PALL UNDER 4' TALL GONG. G/6 • I SIDENALK AFIRE 30' AMY I `.W 1 as ID 11111111111•11.11.11111.1. I I I I 4 0.\0 / 1 I I I 1/ i r • / • On kY • •` SIDE SEWER LINE SD GAS I 1'a SD 4" DRAIN NEW &AS LINE SITE PLAN t � ■ WATER SERVICE LINE N PERMIT CENTER Lot S, of Cascade Glen 3802 South 132nd Floce RECEIVED CITY OF TU!(WILA AUG 2 5 2003 11tviks10", 'A I 3 -113 NEW UNDERGROUND ELECJPHONE/GABLE N • i I LINE TABLE LINE LENGTH BEARING L10 12.86 N00'37'49 "E CURVE TABLE CURVE LENGTH RADIUS DELTA C10 65.53 52.50 71 C27 22.12 35.00 36 i I I t' :4•4.1 I \:7 I I i ti t 1 I 1 i I I i 'sc5) • 1111111111111111 MINIM 1111111111111=111■ M. MO <9`. �+r 011111■10 =NM ..y BSSL 1.. MP ID • �.O �.... �.+� mgr �i. LOT 8 5897751 E 12000' rr • sir �. r+r IIMMINI • I LONG. G/6 $ I �� •.r �. 768k O.H. ROCKERY WALL I UNDER 4' TALI. 6 I I I t \ MIND 41111■11 I l • ` r N . S 4S N S as 1 S S a f j f ;% ;; . 1 1a 4* I f ti 1 1 : . 1 / / 4 ; 1 / / r /A , AV -' 7 1 / - /i ' Lot 8, of Cascade Glen 3802 South 132nd Place WATER SERVICE LINE SIDE SEWER LINE SD GAS E---E SITE PLAN 1' =1d 1 J 1. \` NEV UNDERGROUND ELECJPHONE/CA5LE S D 4" DRAIN NEW GAS LINE ^ MY OF TuK+nu AUG 2 5 1003 PERMIT CENTER ReotSton ft 1 54-113 LINE TABLE LINE I LENGTH BEARING Li 0 1 2.86 N00'37'49"E CURVE TABLE CURVE LENGTH RADIUS DELTA cm 65.53 52.50 71•31107* , C27 22.12 35.00 , 3612'58' 4111... WW1.. w1111.4, ONM■O 011111M A N - MEM. OMER ONN■ MilemEmm 0.1■1.0 • 7 ••■■■ "Wm. ‘MOMMIft 011.1•■• •■••■••■• ■1111.1.■ Oftmot... 11■I 41=11110 O NINIMMIft ■■•■■... Ommammom ssz 4 ...•■••• •••••■••• ••■■••••• ••••■• ■•■•■•■ • • 141 1111•11% . .111111mos ■••••■••• 1111111111•111■1 • • 010111111•21111111. ■•••■■■ 011•1111. 1111 .1•.. •■■••■••• QM111.• .11•••.. 1.1111. OMM • 1 "maim, 111•111110. 4111111111111111 11.1•0■1ft . ' - 589-7 757 1 2 - 12000' „ 11•111.0•1111Nim. • • LOT 8 •■■■•■•■■ 41•1=111 =NNW MilDmmom ••••■•• .alemo • estservammase Connection of Skrm Prcin to rooting _Drain to be , One Footlin. below Erarar Grads 19.58L South 132nd Place 0.s • 4 111111%, . 4 GCMG. C•16 • SIDENALK . . • .11.11•■ .11111.11111. eaMMOND .1■1111.16 01•1110.16 1 1•••■■■•• • es.11.16 4 do pert. 'dn. drain 4 4 din staYn I drain • I I • / I 0)A. • / I ROCKERY MALL MYER 4' TALL I I I. 4. 4 • . . • . .11111.. \ \ 49 N - SD - GAS • I Lot 13, of Cascade Glen 3802 South I32nd Place I MITER SERVICE LINE s ----€ SIDE SEINER LINE -E --E ---E NEVI UNDERGROUND ELEG./F'HONE/GABLE 4" DRAIN N These plansITM reviewed by the Public Works Dew, : int Waonformance with current N City standit, . AcCeptance is subject to errors and \ \ omissions whic violations of \ adopted standards or ordinances. The responsibility 1pr the adequacy of the design rests totally with the il . Aigner. Additions, deletions or revisions to these - ip . gsfiftEr i tk i fte will void this acceptance drawings subsiqa t approval. . Final accepiance is subject to field inspection by the Public irks utilities inspector. Date: By c \ COI Of UAW APIIROVED MAY 1 6 2.03 VIOIED 0 in* 14,0140,67 IA) I 1:5_,J 125 1 100 gggg - 1ROUP' 6 12 11-1 APARTMENTS ONLY !I P 1 25 S 6110UP R-I APARTH154TS ONLY 15% t 4 §§ 035 0.40 0.40 0.40 oa5 r '11 6LAZI145 U-FACTOR . . 058 056 056 05/15 475E1 45 I 020 0.20 0.20 i - Q-20 P PA , R-38 _ R-38 _, § 6 INCH R-38 & � r R-30 R-30 R-30 R-30 R-30 Pi W R-21 NO LIMIT R-2I R-2I R-15 1/ F3 R-I5 R-21 R-I5 R-2I R-I5 I IN * i R-I0 R-I0 LR-I0 R-I0 1 1 1 R-30 R-30 R-30 R-30 R-30 i 131 R-I0 R-I0 R-I0 1 I R-I0 1 1 I 1:5_,J 125 1 100 gggg - 0 0n mbqo ' • ii 0 $ d 4 §§ 0% 6INCH 5 itgicH 2 § j I 5 INCH 4 INCH 2 0+ § I 5 INCH I 4 INCH I MINIMUM FLEX DIAMETER 15 45 I WA 90 15 WA NO LIMIT , q0 . - 40• 25'-0" O 4 _, § 6 INCH 6 INCH . § 6 INCH 5 INC.44 4 INCH . 6 INCH 5 1NCIH 10 105 1 MINI MUM SMCX)TH DIAMETER NO LIMIT NO LIMIT NO LIMIT NO LIMIT 100I 20'-0* NO LIMIT 100 I O 4 wwwwwwwwww VIO L SO 120j MIN. MAX. 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Irpi ?h 4-14 F� �4 azsci g' -1 2 p 00d 9� �8 igAgit o8u P 6—w>>4 t Ag-( 221r1 _ ■ 1 2 l7- U + rn 11 �a P!-_- - Agalaa F a { lg 2 0 a sogti y - n i � ge 0A D 0_ 2 T ri 11E Or ru 6§ O rn 6 rn rn 0 0 tgl 1;4 11 ig ii) 1 1 Jgq t d 4 4 g q in 1 000 gi -I el 1 1 0! h_ mi 1 e2 e � �Fd � �X�� �d �°y " � �1 1 - < if 14 Ida Ihil 4114d MI U cD 13 z O rri n O z Z j 1 70 : p 4 A W DREAM CATCHR HOMES PLAN M2S5A3F f/ ARCH ITECTS yr NORTHWEST 18915 -142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: (425) 485 -4900 FAX: (425) 487-6585 TOLL FREE: 1 -888- 272 -4100 WWW.ARCHITECTSNW.COM PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR SOa EACH STRUCTURE BUILT FROM THESE PLANS. TERE THESE PLANS ARE COPYRIGHTED IN ACCORDANCE � C � TECT • WITH FEDERAL STATUTES. REPRODUCTION BY ANY ��' � � METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSI S � W A FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED THESE DRAWINGS AND PLANS SET IF FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE. AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST, INC. 24/03 -1'471:1;N; FRAM1N6 4 FOUNDATION DIMENSION FINISH PER ELEVATION OVER L.S. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FLASHING WOOD TRIM OPTIONAL 6" MIN. 30" MAX. I 6J I I 1 1 1 -1 T 1 - -11 -7: Q TIGHTLINE _ IF RED N- - m (I) *4 BAR CONTINUOUS 4" DIA. PERF. FOUNDATION DRAIN 111 ==11 IIII • • .Nk • 6" FOUNDATION WALL 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED ,%tivtawArattivo FLR. JSTS. PER PLAN 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS 4 '7" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS ® 48" O.G.) *4 BAR VERTICAL ® 18" O.G. 4 HORIZONTAL ® IO" O. C . 6 MIL. BLACK V. B. 8d • 6" O.G. SHEATH TRUSS PER PI-6 L 11=111=11[7._. 7-I 1 ! -III -11 .. • II -7- 1111 --- 1-111E '°. :t e•• (2) *4 BAR CONTINUOUS 1 =111 =1 I - • - F:►v►P °ER " IPLSih A -dOK PER P 2x 5T'st PER dL.A sp An+45 Y'EA'`+4ER g5T'ANT BARMER. METAL LAT$ G 'URED STONE r'rE MORTAR JOINT TY I3E 'V MORTAR SEATNIS BED • - II• 4 II • ` .1 (2) *4 BAR CONTINUOUS 6" d ie3;le / li- -• -b MIL. BLACK V. B. 4 8" Af 41,4 2x AS REQIURED • t` FLR. JSTS. PER PLAN 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS 4 1" MIN. EMBEDMENT (ELSEWHERE U5E 5/8" DIA. X IC" ANCHOR BOLTS • 4e," . YY G .)E ) � 4 4 HORIZONT R AL G 0 10" Q.C. • 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4 T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED FRAMI NCB 4 FQUI`IPATJ QN DIMENSION INSTALL 5/8" TYPE 'X' G.W.B. 4" GONG. SLAB OVER 6 MIL. BLACK VB. OVER 4" GRANULAR FILL 4 • • . 4 HOUSE/cARAE FOUNDATION WALL •d • 6 O.G. SHEATH TRUSS PER PI-6 PROVIDE INTERMITTENT FRAMING AS REQUIRED • • • • • • • .• • • • • •• • .• • •• • •• • .• • • e • o • e • o • o • • • • =111 =111 =III =111 =111 1 -111 =111 =111 =11 I__ --_1 II1=1I I -1 =11 =111 = 1I I 11 l I I1 ,,l I1- A35 • 24" O.G. I0d ® 4" O.G. SHEAR WALL (SEE PLANS) SHEAR TRANSFER DETAIL SCALE : I" = 1 SiM. SCALE : I" = 1 SCALE : I" = I'-O' pvT TO SCALE LI6HTI6HT VEhER 0/ SICATHIN6P z I ;13 FRAM i N- DIMENSION 4" GONG. SLAB FINISH PER ELEVATION OVER 7 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN NERVASTROHL OR FLASHING FOR WATERPROOFING •• STUB OUT *4 BAR x 24" ®18" OG (4 I) #4 BAR CONTINUt • *4 BAR VERTICAL • I8" 0 . III 1 • HORIZONTAL • 10" O.G. -I I I 4" DIA. PERF. FOUNDATION DRAIN 6 MIL. BLACK V. B. CULThIRED STONE Coma I PER PLAN TYPE Ti' MORTAR MOIIIItTAR ..0O04T "HYPE N' (I) *4 BAR CONTINUOUS 1 11 = 1 � 1 = 1 111 =111 =111- SEATW11S !ED Rl PPED 2x4 BLOCKING Ibd • b' O.G. U.N.O. SHEAR WALL (SEE PLANS) *3„ 6" )(5)( 6" FOUNDATION WALL NU SLAB I IWAVAINE %UMW • 2x4 BLOCKING WALL TO MATCH • 4 • II dy I 1.77.77111=- • II ° -. • ''" - (2) *4 BAR CONTINUOUS d FLR. JSTS. PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED 11 ' T . II • • o 11 k "' k a' k °' k 8" INTERIOR STEM MALL TYPICAL ROOF DIAPHRAGM - b MIL. BL V.B. Sd • 6" O.G. 4 U.N.O. / kirr PREFABRICATED REFABRICATED TRUSS • 24" O.G. 1 I 'SEE PLAN 1 kri, 1 8d • 6" 0.G. U.V.O. SHEAR TRANSFER DETAIL 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T. 46. PLYWOOD SUBFLOOR GLUED 4 NAILED FLR. JSTS. PER PLAN 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX. Z FROM ENDS 4 7 ' S MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS 0 ® 48" O.G.) 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS 4 1" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X IO" ANCHOR BOLTS • 48" O.C.) *4 BAR VERTICAL • 15" O.G. 4 HORIZONTAL • ID" O.G. 11=111=111=11 .=111 =111 -111 2) *4 BAR CONTINUOUS SCALE : I" = 1 SCALE : I" = 1 1 -0 " NOT TO SCALE MOT T'O SCALE LI&HTYI6I1T VENEER 0/ c,0NC,REaIrE ID DIMENSION FINISH PER ELEVATION OVER LB. BUILDING PAPER OR .. AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FLASHING WOOD TRI M OPTIONAL 6" MIN 30" MAX. Z I 13 4" DIA PERF. FOUNDATION DRAIN S FOUNDATION WALL 0 (I) *4 BAR CONTINUOUS 1 111 F -111-11 � = IY < TIGHTLINE I STORM DRAIN , I I IF REQUIRED I cY SHEAR PtALL PER PLAN 8d NAILS • 6" O.G. THROUGH SHEATHING INTO LEDGER ROOF FRAMING MEMBER PER PLAN SHEAR WALL PER PLAN 8d NAILS • b' O C T}ROul6N 9-EAT4P4k5 INTO FRAM1N6 MEMBER ROOF SHEATHING R0iOF IFIRA NN& IMEPAMMER PHR PLAN O 1 = 111.-=11 ••` I ' MIL. BLACK V. B. • d _ 4•• • o le 4 "4 e " 4 1. WINEMI MUM= . BOTTOM OF BEAM (2) SIMPSON A34 FRAMING ANCHORS • EACH POST .. ter--- ; d 11— . 111 =1 I 1 =1 1 "111E,111-411i1---a 11 I- 111 -11 I� k SLOPED HANGER If It Witt I 1 Atli 1 1 • 1II� • •.III • LLIL 4 Ir • • 4 • 3/4" T. 4 G. PLYWOOD SUBFLOOR GLUED 4 NAILED d `� CONTINUOUS FOOTING 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4 T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED FLR. JSTS. PER PLAN 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX. FROM ENDS 4 '1 MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS • 48" O.G) *4 BAR VERTICAL • 15" O.G. 4 HORIZONTAL • 10" O.G. U4 • *" ` — �(2) *4 BAR CONTINUOUS FLR. JSTS. PER PLAN BATT INSULATION PER PLAN 4 4 • • 4 1'-4" SHEAR TRANSFER DETAIL BEAM PER PLAN 2X4CLEAT EACH SIDE P. T. POST PER PLAN 6MIL. BLACK V.B. I • d . =1! I -1 I I = 11 I_ 11jI1111,I$- 11 2x BLOCKING BETYIEEN STUDS 2x FIRE BLOCKING (2) Ibd NAILS • EACH STUD TRANSFER DETAIL SCALE : I" = I' -0" 2) *4 BAR CONTINUOUS SCALE : I" = 1 2x LEDGER (ONE SIZE LARGER THAN FRAMING Mme, OR SOLID BLK& NOT TO SCALE 2x FIRE 5LOCKi 2x BLKG BETVIEEN STUDS (2) 16d P L.5 •EACH STUD MOT TO SSG'4 I d1 FRAMING 4 FOUNDATION DIMENSION FINISH PER ELEVATION OVER 1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN NERVASTROHL OR FLASHING FOR WATERPROOFING 4" CONC. SLAB • • • • 4 • 4 4" DIA. PERF. FOUNDATION DRAIN 1 1/4" DIA. MIN. n z ifi 0 z X in I *" 4 • Ibd•6' • STUB OUT *4 BAR X 24" • 18" O.G. (I) *4 BAR CONTINUOUS 1 } 1 II I 1 *4 BAR VERTICAL • 18" O.G.. 4 HORIZONTAL • 10" O.G. --- 1I I 8" FOUNDATION WALL W/ SLAB 2X4 THRUST BLOCK ,INTERIOR STAIR DOUBLE JO, ST ►wit* i 1 f*iNAtH1M%Y AVIA% r FLR. JSTS. PER PLAN ,I II•N LLB II • 4II• • N IF, 4 - • 4 Ibd • 6" a_C_ SHEAR KAU. PER PLAN • • 4 *4"dle 8" A 4",le 14 SHEAR TRANSFER DETAIL 11 TRANSFER DETAIL 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED 2X P. T. SILL PLATE •/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX. Z FROM ENDS 4 1 MIN. I EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS tO • 48" O.C) -.0-6 MIL. BL K V.B. II II (2) *4 BAR CONTINUOUS NOTE: SPACING 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 USC SEC. 1006.41 4 50 BEAM PER PLAN BELOW STAIR INSTALL 5/8" TYPE 'X' G.W.B. (2) LAYERS • CEILING, (I) LAYER • WALLS (3) 2XI2 STRINGERS TYPICAL ROOF DIAPHRAGM SCALE : I" = I'-O" FIRE BLOCKING • MID -SPAN NOT TO SCALE ROOF FRAMING MEMBERS PER PLAN 2x6 SOLID BLOCKING • 46" O.G. (3) Ibd TO BLOCKING EACH END TYP. SHEAR YMALL PER PLAN NOT TO SCALE Jot5T a Dx 2x SLOW BILOCIIKMIS • SHEAR POLL Nerr TO WALE FRAMING 4 FOUNDATION DIMENSION FINISH PER ELEVATION OVER '1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN 2 - FLASHING •• WOOD TRIM .• ! OPTIONAL 6" MIN. / 30" MAX. L , �, (1) *4 BAR CONTINUOUS . 1 1 • • 1 2X4 NAI Z II m II �I • II a al ) 4 1 4" DIA. PERF. FOUNDATION DRAIN 7111=111 =l11:: 1 r TIGHTLINE 11 I F REEQUDREDI N' I I I I I 5 GARAGE FOUNDATION WALL 41 S BATT INSULATION PER PLAN (3) Ibd NAILS EACH TRUSS (2) 2X4 : I P ' 4 16.:; 14 At inViningitib a' AIL SIMPSON H -I SEISMIC TIE • 45" O.G. 2x STUDS PER PLAN BATT INSULATION PER PLAN FLAT CEILING E SAVE SKYLIGHT 12' BATT INSULATION PER PLAN (2) 2X4 2X4 INFILL FRAMING 5/8' TYPE 'X" 6Y4.13. 6x12 DF ■ ,* ■ ■ 41(4 AGE 4I DF. • *-3)( 6" ru* PETAl or 3 • I. r� • 4 2X STUDS PER PLAN 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS 4 '1 MIN. EMBEDMENT (ELSEWHERE USE 5/b" DIA. X 10" ANCHOR BOLTS • 48" O.G.) 4" CONC. SLAB OVER id 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL 4 • • 4 • • . ... ... ... ... • • • w • • r r • • • s r • ICI � i-- =--11 l . ~ ...... . ,=.II1�1I �II I 1I1 III 1II - ROOFING MATERIAL PER ELEVATION OVER BUILDING PAPER 4 SHEATHING PER PLAN ROOF FRAMING MEMBERS PER PLAN • • • *4 BAR VERTICAL • 18" O.G. 4 HORIZONTAL • IC" O.G. (2) *4 BAR CONTINUOUS r 5" CONTINUOUS OVERHANG CRICKET PER PLAN FINISH PER ELEVATION OVER - 1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN • • • INSULATION BAFFLE TO EXTEND 12" ABOVE INSULATION WITH 1 1/2" CLEAR AIRSPACE H VENTED 2X BLOCKING FASCIA BOARD PER PLAN 1 SKYLIGHT SIZE PER PLAN VV 4" MIN. CURB FLASHING AS RECOMMENDED BY MANUFACTURER (2 LAYERS LAMINATED GLASS • RAFTERS OR TRUSS BEYOND • • LIJ IP ,11 - 04 ) X 4 -1 Uwwo 08 'PoL6w046 L-0 0- 1 44W z 0 " 2 0§ 4 E 84 w azw ce -2° § LIJ 1. 0 1-5 4I() Z L ' I C I ) j 1144% 44I (1C131) 0 tir ANIVRI 113 2 09 4E4Slr.' 2/A7 • 2x SOLID BLOCKING (4) 16d INTO BLOCK NG IOd • 6" O.G. PER. PLAN LATERAL DETAIL 8 8 EXTERIOR WALL TO FLR — PARALLEL DOUBLE JOIST OR PER PLAN SHEAR WALL PER PLAN SHEAR WALL PER PLAN 112111111111GIri - /- /- i1 %MP % INNIAili"ANIM ",MIAMI Iltr��I�1�J► x •LI. I 2 X •LI BLOCKING BLOCKING (3) I6d • JOIST 4 BLOCKING USE TJI BLOCKING WHERE TJI JOISTS OCCUR LATERAL DETAIL *17 (2) I6d • 6" O.G. U.N.O. PANEL EDGES AT CONTINUOUS FRAMING MEMBERS SEE SHEAR WALL SCHEDULE FOR NAILING PATTERN NO SCALE WALL TO PARALLEL FLR TRANSF TRUSS I? ESI6NEp FOR LATERAL LOAD - -OR USE SHTG PER PLAN SHEAR WALL PER PLAN LATERAL DETAIL 4 4 PARALLEL TRUSS TRANSFER FLR JST PER PLAN 2x SOLID BLK'G LATERAL DETAIL 15 Ibd TOENAILED 8" O.G. EACH SIDE STAGGERED STC • 24" O.C. IOd iD 4" O.G. 2x AS REQIURED • 2x SOLID BLK'6 NO SCALE DJ IF PER PLA PER PLAN 15 FLOOR TO WALL SHEAR TRANSFER LATERAL DETAIL 2IA 2 XSOLID BLOCK I NG • 16" O.G. /- SHEAR WALL PER PLAN ANCHORAGE PER SW SCHED IOd 0 4" O.G. TO BLOCKING I� AND JOISTS ▪ I . • •i 11 • P.T. SILL PLATE A.B. OR CLIP REQUIREMENT PER FOUNDATION PLAN SI' INTERIOR SHEAR STEM WALL LATERAL DETAIL 10 SHEAR WALL PER PLAN ROOF FRAMING MEMBER PER PLAN GABLE TRUSS AT DETAIL SIM (2) Ibd NAILS • EACH STUD 2x BLOCKING BETWEEN STUDS 2x LEDGER (ONE SIZE LARGER THAN FRAMING MEMBER), OR SOLID BLK6 TG IF NOTED ON PLAN SHEAR TRANSFER WALL TO ROOF TYPICAL ROOF DIAPHRAGM 8d EDGE NAILING TO BLOCKING 2x6 SOLID BLOC KI N6 • 48" O.G. LATERAL DETAIL II SHEAR WALL PER PLAN FULL HT STUDS • SC I SSOR GABLES (2) I6d TO BLOCKING EACH END TYP. II GABLE SHEAR TRANSFER ROOF FRAMING MEMBERS PER PLAN SOD ! drrAPO 'Ey*. 9'1' j 3'2: ANA% '03 W9 !`' : • • ek t h c.r) V w U I 11 I 5 Hal 31°' 2: Z J • a 4 4E I ..4 - 5: 11 1. ue s- : A .% X3 J ROOF AREA_ 2100 S F VE NTI LA'1011 REWIRED, 2000 S.F. / 300 * PRCVtDE L/2 VEM LAT.OK • EAVES /2 • 2" EELOPI Rl� ARCHITECTS PAYMENT OF USE FEE IS DUE ARCHITECTS EACH STRUCITURE BUILT FROM T CONSTRUCTION ANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF YNTHOUT WRITTEN PERMiSSON FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. SIP. x4 ST11010,.,J lam) TOTAL. INSTALL P-I/r OR RIbN OPEN114166. v KC USE MIN *d NAILS EAGS. 50.6 REGISTERED CHITECT L RESTRAI N R T H W E S T 18915 -142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 (425 485.4900 FAX: (425 487 -6585 TOLL FREE: 1 -888- 272 -4100 WWW.ARCHITECTSNW.COM 4 " /rir Sr �, z fz 3- "!; p . T S 1E WASHINGTON 3/24/0 II PLAN M2555A5F....11-7 4 li f u� ws LP. �woat�ora � uea rs - sria AMC wo in g7* ATTIC, IRO OF JAGK* • 4.0 S.f. Ef .$ - 2 UPPER veirm AT 1 map* .D Si i2isr 14 - 1 b ATE R'U UPPER V riON IMOVTreDa 51430 S f _ IS &MAT I DiRDeLOCACkera 35 5 ;. / LF. - EAVE VENCTtiLATO% REGURECkw 100!!_ S r / 2 / 5 FfitaVTI7E- 12.0O L.F. 4 EAVE TILATI a'r foROVVECI~i 3040 s_ r _ IS GiREA ? ROOF AREA_ 2100 S F VE NTI LA'1011 REWIRED, 2000 S.F. / 300 * PRCVtDE L/2 VEM LAT.OK • EAVES /2 • 2" EELOPI Rl� 1111111 r e . TM AOD 5' V • b " GG 'MG. FC ►TIMI SS (4) Tarim_ 5pMPSCINI STS `11) TOT* I NSTA1L F-1/2" PleoM'f C.0.043 Gilt RrcxM6 + OPENINGS. IMO USE lie►) *d NAILS Ems. SIP. x4 ST11010,.,J lam) TOTAL. INSTALL P-I/r OR RIbN OPEN114166. v KC USE MIN *d NAILS EAGS. I L RESTRAI I TOTAL VEIRILATI011 1 10SIR9D ?iJ. D �•+A li f u� ws LP. �woat�ora � uea rs - sria AMC wo in g7* ATTIC, IRO OF JAGK* • 4.0 S.f. Ef .$ - 2 UPPER veirm AT 1 map* .D Si i2isr 14 - 1 b ATE R'U UPPER V riON IMOVTreDa 51430 S f _ IS &MAT I DiRDeLOCACkera 35 5 ;. / LF. - EAVE VENCTtiLATO% REGURECkw 100!!_ S r / 2 / 5 FfitaVTI7E- 12.0O L.F. 4 EAVE TILATI a'r foROVVECI~i 3040 s_ r _ IS GiREA ? ROOF AREA_ 2100 S F VE NTI LA'1011 REWIRED, 2000 S.F. / 300 * PRCVtDE L/2 VEM LAT.OK • EAVES /2 • 2" EELOPI Rl� 5`AtGARD 71Ru% / scfseoR x4.55 ROOF PRAI4P46 As ROOF VENT I I I II • • • • tOI mq 'ail 1114tiii NO • 0 g Fl 9 s • u♦ is pogi I 1°1 l (t, 6 a • z 416 : ki at lb a 0 T ;ct III 71 0 Z kti O r Y z • t ,+ I . ... . • r -- O O �1 A 3 z r z ;1 ^ r IlL� • t i A' . ' / • ( i 0 .: •• r t • g / ' V COMMON TRUSS STRUCTURAL GABLE END TRUSS Dl�l IMtl�iilil 1 I�il�il111111/il D.S. 'ro Ii i -'-' Inn= RIDGE D.S. 0 3 la-0" 12 -O RAKE 12" 0,H, 2 I P3 Z _ r r O r- O A z < 0-4 D D0 RI z z r rr 1 4 - ® Mop CP. • t D. D.5. 50t-0" END JACKS D.S. — 8' -I1" ABV. MAIN FLOOR q 1/2" CLR, 13 -a -6 11 3 1 -0 11 4' -O" . -0 ll . 4 1 -0 " 4 ' -GI" 41 -0i' Ib•-3 62' -0 OVERALL. FOOTPRINT I2' -0" 10' -O" 12' -O" 4' -G 4' -O" FILL i COMPACT FOR 4" GONG. SLAB 18' -aN S I -O N 12" 1' • D rn O.H. - 1 - 1-P. 0 GABLES R • x • a ► 0 - D Cu : ni ( c z r - 0 4 - II 1 IMAiM PLoopt. ] ixo g F I l AREA SUMMARY N 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 VARIATIONS THEREOF P WITHOUT WRITTEN FROM ARCHITECTS NORTHWEST, INC IS STRICTLY PRC}HI ITEf THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE. AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST, INC. SIMPSON 2 A/ Sib" • THREADED NOD 0* 96i78116 Pe (4) TOTAL. '5'c4 G5* 4b (W) TOTAL • UPPER FLOOR INSTALL VigtrIC 11.LY* DO•'1r'r 7'D FI ItI11~•1b OELLOPt U5E Cab) bd NAILS EACK 5IIMPS � 1 GS*ic4b (13) TOTAL • MA114 FLOOR INSTALL VERTICALLY POP IN TO 1 IN CRAM SPACE_ USE (2b) bd NAILS EACH,. SIMPSON 5TNDI0 AI) TOTAL iNSTAJJ.. I - +/2" FIROm COWERS O1R RCS U14 0 USE x"3b) ibd NAILS EAGN 5 4 5TK:01oR,J (14) TOTAL.. INSTALL I -112" F'Rc*4 coRt4ERS OR Roos... NS' . LD&O. USE ('3b) IlS• MAILS EACH. [ NOLDOVIN TY'PE AND APACUNTS L RESTRAI I fromemse. TAO S F . lierrAL meow Arum% mos [PPE* FLGOR � 't,.l03 SF J IMAiM PLoopt. ] ixo g F I l AREA SUMMARY 4 • Ir • • 1 rs a s r ,;11 0‘ •• • Y r 1 t •r • Q; -0 rn r 0 0 A r • 1 • 1 n j +!I IL'I 2 1 -O I I 31-0" 41 -0,} St-0" 5 ° 4° LIDER Mir l!NM$m 1M 11 4x10 DP. tit 0t LINE OF WALL BELOW ', IMIIM11 I tK+.tot 30 "xb0" TUS /5HWR. fill 1111! II "I.'1HMi1' I I 1 't I •IS'J''`(r1IIIIN }It. 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PANTRY . 1..1 .1 . 1 .1. .i I "11 I Ic! I t 1• 1. 1 .414 1. 1 . 1. 1 Ir 1 : •1 1 I .1 1. 1'•4 4 { 4 •II:1 . r d i. I I 1..1 I d•. 1 •} . ul�..l I . { �� , .I. 1 I .. 1 II.1' i , 4i .. I ,1 7d r. t • i1 .I . 1 t �• - - ....- > 1 4 1 /2" GLR b ' - 10 11 3 ° 4 ° GAS 3 ° 4 ° GAS $° O.H. DOOR Ib' -0 5 SLIDER . 3°5° SLIDER 3 ° 4 ° GAS 2' -0" 21 -0" 3 PIG. W/ 5.6. 3 F.D W/ 5.6. 6 1 - 0" 41 - 011 12 1_ 0 " 4 SLIDER 4 1 - 0" fil 41 -0" 21-0" 4I - 0" Z b2' - OVERALL CD 12 -0 x C' r_ S 0 ___ 8 -0" 3 ° b ° S.H. A + I I { 10 -O" 12 16' -O" 2 1 -0 ' 34 1 - 0 11 10 -0" 10' -O" 12' 12' -0" U) NV *e100 M0139 t,C)N c.) 31411 I 4 IIEWSE: 9- :Ai "Ilt f T* 41 ±r- - 41 ,IC Min 13'21'105 •rA T' +lr 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 VARIATIONS THEREOF P WITHOUT WRITTEN FROM ARCHITECTS NORTHWEST, INC IS STRICTLY PRC}HI ITEf THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE. AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST, INC. RCHITECTS i/ANR0CRHTITECTS H W E S T 1891E = 142ND AVENUE NE SUITE 100 WOODINVILLE. WA 98072 OFFICE 1 -88) $72 -4 FAX: ( WWW.ARCHITECTSNW.COM TOLL FREE: 1 -888- X72 -41 Q4 WINVI/.A�CHIT €GT REGISTERED de, CHI TECT ��- %� e laf - ri • a .. S _A�T#I 3/24/0 L A N 1 4 • Ir • • 1 rs a s r ,;11 0‘ •• • Y r 1 t •r • Q; -0 rn r 0 0 A r • 1 • 1 n j +!I IL'I 2 1 -O I I 31-0" 41 -0,} St-0" 5 ° 4° LIDER Mir l!NM$m 1M 11 4x10 DP. tit 0t LINE OF WALL BELOW ', IMIIM11 I tK+.tot 30 "xb0" TUS /5HWR. fill 1111! II "I.'1HMi1' I I 1 't I •IS'J''`(r1IIIIN }It. I• AJ• IgwMnhnl• tl !llftllnIYlvnifelfHtl111llHuuUNEl1 110111 NI1lldHi11lUAl1111311fI 11111 111m111111All p IO" 5 1 -0 11 I ' -6 11 111 hi D. V.T.O. O N'I+, ,N111!1 '!II;II'if.:1' i I IH.I' I • E I. I' I, ^I. 9. II 5 I /2 1 11!1 : 1; II I LINE OF INT. VAULT r 1111#111 5 SHELVES 1'P!11 1.}11N MIT 11111UH AI311litAftnIMI 1 N:IN+11 IN. A1,Nrtt 11 r it'l 11!M# 4W1 i1r 1t 4Mr4n woman nlHllllflfn 112 1113HIiHIf11NIHiIHIN}11UI11111f I+, Mel 1111Hl1H1111If 1111 11 y1r {at(ilHlifHHlH}t DN 14 RISERS 41 -0,1 IS— brO,r- ,•rA H -4o. --_— — rnHntrntrrt{ lilt ;NII!INGI., V111111,11 1 1.461 W n r NN1H14x11...0.•1.0, •Nr1 H l ;■••■ •r1nr,.11.q `M }f t~. L LINE OP yNALL BELOW LINE OP ROOF BELOW 4 1 -0 11 4 1 -O II LINE OF WALL ABV. w e4° DBL. SLIDER bx10 D.P. 12' -O" LON6 O•Hr DOOR x10 SH 1 1.;.1 1,, 1 3._L I..I 1 : 1 .1...i 1.l.' 1_:1 .1. !..1...1..1...1 4x10 FLUSH ,Iku{MHI,.i1ud,�F rV.nl...l., d.}.iir,i�•hn ...I,,.S, 4x12 D.F. 12' -O" LO FLAT ADER x 0 a LINE ' -$" A F. PANTRY . 1..1 .1 . 1 .1. .i I "11 I Ic! I t 1• 1. 1 .414 1. 1 . 1. 1 Ir 1 : •1 1 I .1 1. 1'•4 4 { 4 •II:1 . r d i. 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THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. 11W NOR1 I I 1 11- SOO I q /7mq .s 7 er ;Art APO% 13,'21 west: �` .. •'E J _r�1 Il 111.. 111.��11 1�1I b.. . n r 1 11!..lii / iI:S 1Ii/ . , �Iil�..1 1 11111.1 ■ IrI I I 006 .11111 11 /Irr111I`� 1 i I �II�i1 1�i1. ,. 111 �IIIII 11111 I1j r IIrl1 Ir11i1Ir�..- �ir l1 1trl �il / III�rI III ��11 1 11 It III, rrr��rrrrr�� rrr���r�r�rrr�rrrr* ��s�.�Trr�rrrrrita SAFETY GLASS 5/4x4 CORNER TRIM 0 SIDES $ REAR 2x10 TRIM SHINGLE STYLE SIDING LINE OF INTERIOR VAULT 5:12 PATIO SLAB SCALE: 1/4" = I' -0" SCALE I#4" a w,-0.. 12 LEFT ELEVATION RIGHT ELEVATION -- 6" EXPOSED LAP SIDING . X11 ril 111�.r .e / n emiret.. .41/1/1111111 1111111PAMIllah. m ddi iter i a• rains I1111rk.! 4l = w4L - 111111. iNt1h.. ,� 111/1. .5A1411 w. 111T.rI1C' fl '. ' :11.11111:9110.. � - �•aMs 11mnat. ' ..r►_.......re.rr. 1 iA .4E1111 ��wn �r.�r .•/1.11111.111 ■ 111r11111r11h. ...I 11111.11111�11 �'�1111r11111111 �. ..lI.I111 11111.II111.1 ___ I uIlIuIuIuIPI4IIluI i mIr11111 l 111 lI. 11IIIUIIl it II. 11I.II111II111I /I.II111■ 1111.11 III II I111I � ..111111111111111111111111M111111111 M 11111.11111 /�'' _ / r1111lI11IIr1111IUIHIiIlIuIrIIIIIC inflow AnIIIIr 11111. 11111 .1111I.1I111.11111.mt_._ -_,_ IP 4 dIuI/ 1r11111lI1111II111III1111lI111IrIII11r11111r111110 1 ''" �ti111 .1111r111111 r. ��rrrru�r�ru�ir. rru�wrrr��irrr��rrrrr��rur�rwrrr��wrrr. _.410. .,1111111111 I 12 SHINGLE STYLE 5/4 TRIM 16 "x30" LOUVERED ATTIC VENT (CEDAR) SIDING 1111111. 4x6 WOOD I.IIIr11�, • 11 BRACKETS 1 011 l411111�� B TRIM mum a ` . 1 5/4x 12 CORNER 111111.11 TRIM MOIL 1111.1111 - 111111r11 one 1111111, 2x 1x4 TRIM OVER 2x 12 BARGE EXPOSED TRUSS TAILS 1�. l�LNr.■ s ■l�ew�lio 2x10 TRIM 1E0 GARAGE 5/4x6 CORNER TRIM 0 FRONT 6" EXPOSED LAP SIDING MAIN FLOOR E Rs D MAN FLOOR FRONT ELEVATION SCALE: I /4" = I'-O" ELEVATION NOTES: I_ VERIFY SHEAR WALL NAILING AND HOLDOWNS PER PLAN t SCHEDULE PRIOR TO INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 3. PROVIDE WEATHER STRIPPING 4 FLASHING AT ALL DOORS t WINDOWS. 4. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING 4 COUNTERFLASHING • ALL ROOF PENETRATIONS, CHIMNEYS +E SKYLIGHTS. 5. PROVIDE CONTINUOUS METAL GUTTERS 4 DOWNSPOUTS ® ALL EAVES, TYPICAL. 6. SEE SHEET I FOR ADDITIONAL NOTES. REAR ELEVATION 90I " s I =we ' • Plit711500 SAM bx12 BEAM IN/ 2x6 BRACKET 5/4x6 WINDOW TRIM TYP. ® FRONT 2x4 FLAT Ovet 2 TRIM TNT. S Vey a MAR 2,t4 reimport Timm - w 4 SKYLIGHT W/ LAM. GLASS 36" HIGH P.T. RAIL W/ 4x4 PICKETS ■ IT O.G. an Of TUPOVIU ''D'YED MAY 1 6 2003 - R. • PORCH 2x6 TRIM (2) 8x8 P.T. POSTS 2x FLAT OVER 2x6 TRIM MAIN FLOOR LIGHTWEIGHT STONE VENEER (COBBLEFIELD) It . UPPER • • To :'_3 141011.1` aparrt,i, • 'I PI-6 V = 198 PLF I/2' PLYY 00D OR 055. EQUAL, P41 8d (GUN) NAILS • 6" 0L. 16d NAILS • 5" OL. TO Vi) FR 46, OR 5/6" A.B. • 46" O.C. TO CONC. P1-4 V = 304 PLF Not• alb 1/2" PLYWOOD OR 05B. EGMJAL, WI 8d (64/N) NAILS • 4' O.G. E: 16d NAILS • 4" O.C. TO VC, F46, OR 5/6 AB. • 36" O.G. TO CONG. P1-3a V = 344 PLF Pbt• 16 1/2' PLYVIOOP OR O.5.B. EGVAL, VV 8d (6U NAILS • 3' O.G. ANCHORAGE: Ibd NAILS • 3" O_C. TO Pt> F'R14&, OR 5/8' AB. • 30' O.G. TO CONC. USE 2" NOM SILLS AN" 511JO • PAIEL wees SINGE < 350 PLF LOAD. P1-Jb V * 384 PLF Pot• 4'7 I/2' PLYWOOD OR OSB. EQUAL, VV 8d (619!4) NAILS • 3" oz. ANCHORAGE: 3/6"x5' LA6 SCREVIS • IT O.G. TO MOOD IF MEs 6 V4" PILOT HOLE, OR 5/8' A.S. • 30' O.G. TO CONC. USE MIN. 3" NOM. MUD SILLS. SOLE PLATES AND 511905 • ADJ0 PAWL faxes. I P1 -2 V = 546 PLF Note s'7 1/2 PLYWOOD OR OSB. EGIUAL, rV ed (61.14) NAILS • 2' Q.G. : 3/b'x5 LA6 SGT • 4' O.C_ TO MOOD FR /46 Kt V4" PILOT HOLE, OR 51W AB. • 30' O.L. TO CONC. USE MIN. 3' MOM. PW SILLS, SOLE PLATES AND STUD • ADJ©IPIN6 PANEL E/76E5. P2-4 V it 606 PLF Not• I/2' PL`rVIOOD OR OSB. EQUAL., (2 Sloes), 1^V Sd (WV NAILS • 4" 0.C. N+ C#OR�1�6E: 3418`x5' L.AEs • 8" O.G. TO V NV I /4' PILOT' HOLE, oR " A. B. • 3o' OL_ TO • co�4�c_ 1115E MIN. 5' NOM. MW SILLS, SOLE PLATES N4V 911)0 • ADJOI1MNb PINE. EDGES. P2-3 I V . 'TV PLF ' I Plvta le ! USE I/2" PLYr OR 058. EGUAL, (2 SWIM, MV ad (6111) NAILS • S O.C. AJ CMORAGE: 5/15*x5r LA6 SCAMS • T oz,.. TO 4x MD Immo, It I /4" PILOT HOLE, OR 5/6" AB. • 12' OL. TO CONC. t*.. 3 NOM_ KCP SILLS, SOLE PLATES AND 51110 • At7J00411415 PA14i9_ EDGES. I. " 6 E E,EAR VO4,,, ES ;N T TABLE ARE BASED .,PO Si THE USE OF 8d. PNEVAA T;CAL.L."+r ::R.. VEy `rA, �S #4,761r A a•. h, P4), 5P NK. D I WE'EiR or 0 113 INTO oEM -FIR 6RA OE STUDS 2. ._ SP AC ' 'v6 5 FOR A PANE- EDGES, BLOCK At.... PARB . EDSE5 3. SPAG "44 OF tiA: L Ab_0 6 ; . A'''E PRN * '2' O.G_ 4. 50+EI►n►•►h6 7 0 BE ABA RATED EXP':'EXP`Z'EXT OR C- OK.-P/STiRUCT ' [ P+:e1 1001:7 5. AT DOUBLE SOW SHEAR I OFFSET 9.£A' JOINT` B' ONE BRAY mil* ALSO PRav t7E 4x BLOCKI Imo, BE EA-* SLL PLATE. MT" Sh,444.5 5"A66 Ef 6 j5EE x ^35 C. G y ^7 VaL - 5'r TO TOI° PLATE ' NO GON E VERTICAL 9A :,t AA�RA6M OCCURS_ 7 JSE A35 GL • t6 O C Ar Dom_ T TO TOP PLATE AHEM NO S ATl* & C occuRS 6_ J E A35 Ci; P • ; 0 C AT DM. ,SST TO TOP PLATE 0,4E1W NO CONriavou5 VEptTt4GAl~. S EATM h6 D 2001 WASHINGTON STATE ENERGY CODE CHECKLIST LI CHAPTER 0 PRESCRIPTIVE REGISTERED CHITECT 14.91 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 OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION 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, INC. OPTION NUMBER III CEILINGS AIR YES R -OB R -30 MAX. GLAZING PERC.514TAZE ALLOWED UNLIMITED VAULTED CEILINGS PROPOSED PERCENTAGE GLAZING R1 ABOVE GRADE MALLS 1 MILGARD R -21 MAX . VERTICAL U- DIAL UE ALLOWED 0.40 Y ‘..ar''i I Y I AIR YES R-21 _* t 3` :47 ANVI 13 1 21 /OS , 4.00 L R -00 Y a 0.59 SLAB PERMETER Y�1 5220 R -10 2001 WASHINGTON STATE ENERGY CODE CHECKLIST PRESCRIPTIVE HEATING SYSTEM SIZING: 1 CHAPTER 0 PRESCRIPTIVE PROPOSED INSULATION 14.91 MAXIMUM KW OUTPUT OPTION NUMBER III CEILINGS AIR YES R -OB R -30 MAX. GLAZING PERC.514TAZE ALLOWED UNLIMITED VAULTED CEILINGS PROPOSED PERCENTAGE GLAZING 1$28% ABOVE GRADE MALLS 1 MILGARD R -21 MAX . VERTICAL U- DIAL UE ALLOWED 0.40 B EL OW IG RAD E WALLS CI NT EFL IC R) AIR YES R-21 PROPOSED VERTICAL U -VALUE 037 FLOORS OVER UNHEATED SPACES 4.00 2 R -00 MAX. OVERHEAD U- VALUE ALLOWED 0.59 SLAB PERMETER S HUNG 5220 R -10 PROPOS 0 RHEAAD U- 'v#L.0 AX . DOD R U -VALUE ALLOWED 0.54 Olt) DUCTS IN AT P 36.00 14.04 LIVING PROPOSED DOOR U -v. LUE 0.20 2 00 2.00 rrr VINYL 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: 1 1.50 ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X .005882 = 14.91 MAXIMUM KW OUTPUT OTHER FUELS: CONDITIONED SQUARE FOOTAGE X 20 = 50700 MAXIMUM BTU OUTPUT FOYER SEE 2000 WASHINGTON STATE INDOOR AIR QUALITY CODE 1 1.50 5.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 7.50 2.63 FOYER 8.00 1 4.00 2.50 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 10.00 3.50 LIVING 4.00 2 3 00 6.00 MILGARD VINYL S HUNG 5220 1/2" AIR YES 0.39 36.00 14.04 LIVING MILGARD 3 2 00 2.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 12.00_ 36.00 4.20 14.04 DINING VINYL 2 3.00 6.00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 KITCHEN MILGARD 1 4.00 3.50 MILGARD VINYL SLIDER 5120 112" AIR YES 0.38 14.00 5.32 NOOK VINYL 2 3 00 5.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 30.00 10.50 FAMILY CASE. 2 5.00 5.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.38 50.00 30.00 19.00 11.70 DEN A 2 3.00 5.00 MILGARD ,VINYL S. HUNG . 5220 112" AIR YES 0.39 VENTILATION SCHEDULE SEE 2000 WASHINGTON STATE INDOOR AIR QUALITY CODE Symbol 5.00 Manufacturer, Model Number, or Equal. VINYL 1 'Nutone' QT 130 1.0 Sones 102 cfm c@ .25 WG. 130 cfm @ .10 WG. _._ 2 'Nutone' QT 80 1.5 Sones 63 cfm @ .25 WG. 80 cfm @.10WG. Notes: 30.00 i Use QT 130 (100 cfm min.) @ all kitchen & whole house fan. * Use QT 80 (50 cfm min.) 0 all other locations. * All Fans to Vent to Outside. ' All Other Requirements of 2001 WSEC 12000 VAIQ must be met. BEDRM 2 2 3.00 5.00 MILGARD VINYL S. HUNG 5220 112" AIR YES 0.39 30.00 11.70 MSTR BEDRM 1 8.00 4.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.38 32.00 12.16 MSTR BEDRM 3 3.00 4.00 MILGARD VINYL ' PIC 5320 1/2" AIR A YES 0.35 36.00 12.60 MSTR BATH 2 5.00 4.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 40.00 14.00 MSTR BATH 1 2.00 4.00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 8.00 3.12 BONUS 1 8.00 4.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.38 32.00 12.16 BONUS 3 2.00 2.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 12.00 4.20 BEDRM 3 3 3.00 4.00 MILGARD VINYL CASE. 5521 1/2" AIR YES 0.36 36.00 12.96 STAIRWELL 1 4.00 4.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 16.00 8.64 MSTR BATH 1 2.00 4 00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 8.00 4.32 BATH 2 1 2.00 2 00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 4.00 2.16 ROOM # OF WND. WND MANUF. FRAME WOW MODEL AIR GAS LO -E U -VAL AREA UA WN DS. W. H TYPE TYPE NO. GAP ' (1) 9 GLAZING SCHEDULE MAIN FLOOR UPPER FLOOR DOORS WITH MORE THAN 50% GLASS 1 I 3.00[ 6.67ISIMPSON [WOOD IDOOR I 6001 13/4" LAIR DYES I 0.361 DOORS WITH MORE THAN 50% GLASS - TOTAL: AVG. U -VALUE (VERTICAL GLASS): INOOK SKYLIGHTS AND SKYWALLS V GLAZING % TOTAL 1 HEATED AREA AVG. U -VALUE = UA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) SKYLIGHT TOTAL: 28.00' 15.12 AVG. U -VALUE (OVERHEAD GLASS): ' 0.54 499.51 499.51 A SHEAR WALL SCHEDULE (SEE 1941 USG TABLE 23- II -I -I, it 23- 11 -1 -2) PLAN M2535A3F -16 WND. TOTAL: S.F. = 2535 00 S.F 190 15 UA 451.50 20.01 I 20.01 r AREA 167.83 UA 7.201 7.20 0.37 r 499.51r 190.151 TOTAL 1 TOTAL 2 19.70% 0.38 U -VALUE • 3/4" T. 4 6_ PLYWOOD OVER 2x10 FLOOR JOISTS IM/ R - 30 INSULATION ..-- -- KATER HEATER t8' Fa64 °LATFO 3-GAR GARAGE LIVING 3/4 T. s 6. PLYY OVER 2x10 FLOOR JOISTS rV R- 30314SUIkTIC7 Al '':'' ;. �'.'1 .•�'�' ; • ; 0 • g l .fi' • 62 ; ly, .'i I ; : sm .• l .2 .:•.2 ••••1 . • in mg it • R - INSULATION TYP. • CEILING fe. • UPPER SUBFLOOR • 6ARA6E MAki% FLOOR BUILDING SECTION 'B' SCALE. V•4" : i."C,. • MAIN FLOOR FOYER MSTR BEPM 3/4" T. 4 6. PLYWOOD OVER 2x10 FLOOR JOISTS L I6HT KITCHEN (2) 2x4 WALLS 3/4" T. 4 6. PLYWOOD OVER 2x10 FLOOR JOISTS ■/ R -30 INSULATION ..••■••••••••••••••••tom " 4111•404:0:6:0114:11000:110:11110:0004:1'; r. 1.• 1.• ..• ..• 1.• 0.• ••••••••••••••• r 4••• •••••••••••••••••••••••••••-r BEAM PER PLAN covlp PORCH R -38 INSULATION TYP. • CEILIN6 CRAWL SPADE MAIN FLOOR SUSFLOOR •MAIN p COMPOSITION SHINGLES OVER 1/2" Ct'X OR O.S.B. OVER I51b FELT OVER TRUSSES FINISH PER ELEVATION OVER 1/2" CDX OR O.S.B. OVER llb FELT FE • COV'D PORCH MANUFACTURED TRUSSES PER PLAN 4" C.ONG. OVCR 6 MIL (AGKf VB_ OVER 4* 6RANULAR FILL SLOPE 4" TO OH DOORS NERVASTROHL OR FLASHING. FOR WATER PROOF I N6 BUILDING SECTION 'A' SCALE: 1/4" = 1' -0" 4 0 4 ° SKYL 16HT W/ LAM. GLASS 4 0 4 ° SKYLI6HT YV LAM. GLASS \... P05T5 a LINE OF CCATINUOUS tb' INSULATION BAFFLE VENTED BLOGKIN6 IE • UPPER DIY OF TUBA APPROVED MAY 1 6 2003 r+;, i c ; b�? nryisto.4. EIEI► f'Ellt PLAN ratirtiir 1 N • • • i 8 LINETABLE LINE LENGTH BEARING 1 L10 12.86 N00'37'49 "E CURVE TABLE CURVE LENGTH RADIUS DELTA C10 65.53 52.50 71'31'07' C27 22.12 35.00 36 / i / N N / \ I 1 \ N \ i I r 1 I r -- , ,c2 • I w / 7 v 8s5L - • r.. • • 7 r OWNS - --- S8.9 7751 E LOT' 8 - IN • • • South 132nd Place ••w - j20 00' ,ss dia Pert A lt �d^oh� l Qh � r r r r-b" O.H. ROCKERY WALL UNDER 4' TALL GONG. G/6 4 SIDEWALK --8SOL N as ; - S TM DRAIN .• s mR �' s .-, s� ' N a s 4S l's I I I . 4 M - N I I I I I I I 4 I N I I • • \ I I - 1 SD GAS 1 1 1 I 1 -mac -- mac.---- �- ----�c 1' = 1� s SD 4" DRAIN NEW GXLINE SITE PLAN S IDE SEWER LINE MTER SERVICE LINE Lot S, of Cascade Glen 3802 South 132nd Place NEV UNDERGROUND ELECJPHONE/CABLE RECEIVED Orr/ OF TUKWILA AU6 2 5 2003 PERMIT CENTER N Lotai'13 "t'sot%loit‘_ I LINE TABLE LINE LENGTH BEARING L10 12.86 N00'37'49 "E CURVE TABLE CURVE LENGTH RADIUS DELTA C10 65.53 52.50 s 71'31'07' C27 22.12 35.00 36'12'58' I • N • • \. 7 N , 1 , --- - - , _ ...... ...... , , r::::-.:, . . I 1 • ‘■) i i .? c • • i i i • • • r+.r LOT r x8.97751 2 12000' `+r 1'4" • • r•� S as S / O.H. r r ROCKERY PALL UNDER 4' TALL GONG. G/6 • I SIDENALK AFIRE 30' AMY I `.W 1 as ID 11111111111•11.11.11111.1. I I I I 4 0.\0 / 1 I I I 1/ i r • / • On kY • •` SIDE SEWER LINE SD GAS I 1'a SD 4" DRAIN NEW &AS LINE SITE PLAN t � ■ WATER SERVICE LINE N PERMIT CENTER Lot S, of Cascade Glen 3802 South 132nd Floce RECEIVED CITY OF TU!(WILA AUG 2 5 2003 11tviks10", 'A I 3 -113 NEW UNDERGROUND ELECJPHONE/GABLE N • i I LINE TABLE LINE LENGTH BEARING L10 12.86 N00'37'49 "E CURVE TABLE CURVE LENGTH RADIUS DELTA C10 65.53 52.50 71 C27 22.12 35.00 36 i I I t' :4•4.1 I \:7 I I i ti t 1 I 1 i I I i 'sc5) • 1111111111111111 MINIM 1111111111111=111■ M. MO <9`. �+r 011111■10 =NM ..y BSSL 1.. MP ID • �.O �.... �.+� mgr �i. LOT 8 5897751 E 12000' rr • sir �. r+r IIMMINI • I LONG. G/6 $ I �� •.r �. 768k O.H. ROCKERY WALL I UNDER 4' TALI. 6 I I I t \ MIND 41111■11 I l • ` r N . S 4S N S as 1 S S a f j f ;% ;; . 1 1a 4* I f ti 1 1 : . 1 / / 4 ; 1 / / r /A , AV -' 7 1 / - /i ' Lot 8, of Cascade Glen 3802 South 132nd Place WATER SERVICE LINE SIDE SEWER LINE SD GAS E---E SITE PLAN 1' =1d 1 J 1. \` NEV UNDERGROUND ELECJPHONE/CA5LE S D 4" DRAIN NEW GAS LINE ^ MY OF TuK+nu AUG 2 5 1003 PERMIT CENTER ReotSton ft 1 54-113 LINE TABLE LINE I LENGTH BEARING Li 0 1 2.86 N00'37'49"E CURVE TABLE CURVE LENGTH RADIUS DELTA cm 65.53 52.50 71•31107* , C27 22.12 35.00 , 3612'58' 4111... WW1.. w1111.4, ONM■O 011111M A N - MEM. OMER ONN■ MilemEmm 0.1■1.0 • 7 ••■■■ "Wm. ‘MOMMIft 011.1•■• •■••■••■• ■1111.1.■ Oftmot... 11■I 41=11110 O NINIMMIft ■■•■■... Ommammom ssz 4 ...•■••• •••••■••• ••■■••••• ••••■• ■•■•■•■ • • 141 1111•11% . .111111mos ■••••■••• 1111111111•111■1 • • 010111111•21111111. ■•••■■■ 011•1111. 1111 .1•.. •■■••■••• QM111.• .11•••.. 1.1111. OMM • 1 "maim, 111•111110. 4111111111111111 11.1•0■1ft . ' - 589-7 757 1 2 - 12000' „ 11•111.0•1111Nim. • • LOT 8 •■■■•■•■■ 41•1=111 =NNW MilDmmom ••••■•• .alemo • estservammase Connection of Skrm Prcin to rooting _Drain to be , One Footlin. below Erarar Grads 19.58L South 132nd Place 0.s • 4 111111%, . 4 GCMG. C•16 • SIDENALK . . • .11.11•■ .11111.11111. eaMMOND .1■1111.16 01•1110.16 1 1•••■■■•• • es.11.16 4 do pert. 'dn. drain 4 4 din staYn I drain • I I • / I 0)A. • / I ROCKERY MALL MYER 4' TALL I I I. 4. 4 • . . • . .11111.. \ \ 49 N - SD - GAS • I Lot 13, of Cascade Glen 3802 South I32nd Place I MITER SERVICE LINE s ----€ SIDE SEINER LINE -E --E ---E NEVI UNDERGROUND ELEG./F'HONE/GABLE 4" DRAIN N These plansITM reviewed by the Public Works Dew, : int Waonformance with current N City standit, . AcCeptance is subject to errors and \ \ omissions whic violations of \ adopted standards or ordinances. The responsibility 1pr the adequacy of the design rests totally with the il . Aigner. Additions, deletions or revisions to these - ip . gsfiftEr i tk i fte will void this acceptance drawings subsiqa t approval. . Final accepiance is subject to field inspection by the Public irks utilities inspector. Date: By c \ COI Of UAW APIIROVED MAY 1 6 2.03 VIOIED 0 in* 14,0140,67 IA)