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HomeMy WebLinkAboutPermit D03-301 - CASCADE GLEN - LOT 4CASCADE GLEN -LOT 4 13214 38T" PLACE SOUTH D03 -301 z • Z: • W' O 0 U) 0 W2 J 1— N W 0 W Q -12 d W = Z� O Z al uj p 0— CI I -'. WW Z O WZ UN O Z 4 City of Tukwila Department of Community Development 1 6300 Southcenter BL, Suite 100 I Tukwila, WA 98188 I (206) 431 -3670 Parcel No.: 1422600040 Address: 13214 38 PL S TUKW Suite No: Tenant: Name: CASCADE GLEN - LOT 4 Address: 13214 38 PL S, TUKWILA WA Owner: Name: DREAMCATCHER HOMES LLC Address: 13407 51 AV W, EDMONDS WA DEVELOPMENT PERMIT Contact Person: Name: JAY KIEROUZ Address: PMB 1190, 13619 MUKILTEO SPEEDWAY, D -5 Contractor: Name: 7 A K DEV & CONST CORP Address: 13407 51ST AVE WEST, SEATTLE WA Contractor License No: JAKDECCO23NS Permit Number: D03 -301 Issue Date: 10/24/2003 Permit Expires On: 04/21/2004 Phone: Phone: 206 300 -6874 Phone: 206 - 300 -6874 Expiration Date:09 /04/2004 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2516 SF SINGLE FAMILY RESIDENCE WITH A 644 SF ATTACHED GARAGE AND A 120 SF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, STORM DRAINAGE INCLUDING AT ROCKERIES, AND LAND ALTERING. WATER DISTRICT 125 & VAL -VUE SEWER DIST. Value of Construction: $ $249,490.80 Fees Collected: $3,448.19 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 150 c.y. Fill 150 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm N N Y N Private: Profit: N D03 -301 Public: Non - Profit: N Printed: 10 -24 -2003 Permit Center Authorized Signature: Signature: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read 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 constructio or the performance of work. I am authorized to sign and obtain this development permit. Date: lD/z Print Name: `0"") 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 -301 Date: Printed: 10 -24 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Permit Number: D03 -301 W Status: ISSUED c4 2 Applied Date: 09/25/2003 6 0 Issue Date: 10/24/2003 v co o J = H N u_ 1: ** *BUILDING DEPARTMENT CONDITIONS * ** uW O 2 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. ga 5 u-Q 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be z w inspected by that agency, including all gas piping (296- 4722). Z H 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical w O work will be inspected by that agency (206- 835- 1111). 2 D D 5: All mechanical work shall be under separate permit issued by the City of Tukwila. p N off 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any = v construction. These documents are to be maintained and available until final inspection approval is granted. ~ � - ti O 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection iui N purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. H z O~ 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear z identification showing the fire performance rating thereof. Parcel No.: 1422600040 Address: 13214 38 PL S TUKW Suite No: Tenant: CASCADE GLEN - LOT 4 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: 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. 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12: Comply with the requirements of TMC 16.04, Demolition /Relocation of Structures and Article 87 of the Uniform Fire Code. 13: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). doc: Conditions D03 -301 Printed: 10 -24 -2003 N:�:;. ,A1:', v;z 4z:z,1 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 18: 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. 19: Any material spilled onto any street shall be cleaned up immediately. 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 21: 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. 22: 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. 23: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. 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. 24: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. 25: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 26: All conditions of the Hillside Homes a.k.a. Cascade Glen plan 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 in accord with all geotechnical recommendations. 27: Rockeries shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. 28: Install yard drain(s) and perforated pipe along the driveway, as necessary to prevent on -site ponding of storm water runoff. 29: The Land Altering Permit Fee is based upon an estimated 150 cubic yards of cut and 150 cubic yards of 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. 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. doc: Conditions D03 -301 Printed: 10 -24 -2003 Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 003-301 Date: Go 3 Printed: 10-24-2003 Name: Mailing Address: CITY OF TUKWILA Community Development rartment 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** ITE IOG King Co Assessor's Tax No.: Site Address: ( LI x3 `1�(7� 6 Tenant Name: �S �j"�`� �c f - - Property Owners Name: Mailing Address: 71- ( (9 0 `31-, 1 c ) vkkw-i - i c- ER5 ON ; E -Mail Address: 1 �� L� C 7 C 1 Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: . :ENGINEER •O P - . Company Name: Mailing Address: Contact Person: \applicationsipemlit application (3.2003) 3/2003 RECO A ' U p lans must be wet stamped`by =Eng 9,(Recori Page 1 Suite Number: City City Fax Number: 1 6E) — cL■Lip Floor: New Tenant: .... Yes State Zip State Zip t, `z` — 74e) 2 , 3 1 i State State ..No yiLsot>_rts1:, ",8e37 Day Telephone:( 20 6 ' C: 7Lf ENERALI Zip City Day Telephone: Fax Number: Contractor Registration Number: >IN - CC- 0 > Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Zip City Day Telephone: E -Mail Address: Fax Number: City State Zip Day Telephone: E -Mail Address: Fax Number: \sppliutionskpamit application (3.2003) 3/2003 FIRE PROTECTION/HAZARDOUS MATERIALS: iu Page 2 Existing Building Valuation: $ Valuation of Project (contractor's bid price): $ IcSd, 6 Scope of Work (please provide detailed information): CO ..C v C c? r l S NC /-6 C-��-t Will there be new rack storage? 0 ..Yes 151., No If "yes ", see Handout No. for requirements. Provide All Building ''Areas in Square Footage Below 1"Fioor 2"°,Floor P Floor Floors: `!: ,Basement Accessory Structure Attached :Garage, Detached Garage: Attached Detached Carport:` CoveredDeck : :Uncovered Deck Addition to Existing Structure 15 Go 7-0 Type of .Cons • • • per.UBC Type.of Occupancy per UBC . PLANNING DIVISION: )) Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 2 1 2.2] For an Accessory dwelling, provide the following: Lot Area (sq ft): 7 Z15 a 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? o ....Yes ..No If "yes ", explain: 0.. Sprinklers ❑ ..Automatic Fire Alarm ❑..None (] . Other (specify) - rD► b iN9 Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes .No If "yes". attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Sa ety Data Sheets. Scope of Work (please provide detailed information): Water District ❑ ...Tukwila . Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila O... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ...Total Cut / 5'0 cubic yards ❑ .. Work in Flood Zone a...Total Fill 6 cubic yards ❑ .. Storm Drainage ❑...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public Vpplicationilpennit application (3.2003) 3/2003 Please: refer to Public Works Bulletin. # for fees Arid estimate; sheet::' 1, f, . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ,t Call before you Dig: 1- 800 - 424 -5555 ,f WO# WO# WO# Private Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City Day Telephone: City State State Zip Zip Page 3 ❑ .. Highline ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size : < Unit ;T. e Type: Qty . Jima Type: - ... :_Qty.: :UnitTYPe; '. = Qty ' . Boiler /Compressor Qty Furnace <100K BTU l Air Handling Unit >= 10,000 CFM Other Mechanical Equipment i 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan '3 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind ��VIE . GAI PERMIT XNFO� -" !IATI fs� �?< , y ��,.. .. q:j�u'r' iyy�}tw��:.0 - . 1itl• MECHANICAL CONTRACTOR INFORMATION Company Name: 4.A , � , /S. t��-1 "-\--,r_7‹, tom- , t L c Mailing Address: 7. C (L �`>`3 i )j 3 I State Zip City Contact Person: �� � �j (j 1� C1 Day Telephone: '73) 7/, o Fj 35 E -Mail Address: Fax Number: 75'9 6 f - Li ° J l 1 Contractor Registration Number: ' -'vt •AC &?_ Expiration Date: l ( - 9/A / t� �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): $ 4 o- Scope of Work (please provide detailed information): (n S `~rt-- l: h,c) i- {=\rA C (;) Use: Residential: New .... Replacement .... Commercial: New .... [] Replacement .... (] Fuel Type: Electric El Gas Other: Indicate type of mechanical work being installed and the quantity below: 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 THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN -OWNER a • AUTHORIZED AGEN : - Signature: Date: Print Name: Day Telephone: 76 ? (N Mailing Address: Date Application Accepted: Date Application Expires: Staff Initials: i 4ppticationaVermit application (3 -2003) 3f2003 ATIQN NO o''all�ermi Page 4 City State Zip Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt Payment RD Pmts City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600040 13214 38 PL S TUKW CASCADE GLEN - LOT 4 R03 -01301 BLH ADMIN Payee: JAK DEVELOPMENT AND CONSTRUCTION TRANSACTION LIST: Type Method Description Check 2299 Re -Dist BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES PW LAND ALT PERMIT FEE 'PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE RECEIPT 000/322.100 000/345.830 000/345.830 000/342.400 000/342.400 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,930.75 .00 Account Code Current Pmts 1,833.75 - 1,191.94 1,191.94 54.50 38.00 4.50 Total: 1,930.75 D03 -301 APPROVED 09/25/2003 1,930.75 10/24/2003 03:43 PM $0.00 2 _ ot Printed: 10 -24 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: k ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600040 13214 38 PL S TUKW CASCADE GLEN R03 -01176 SKS 1165 DREAMCATCHER HOMES TRANSACTION LIST: Type Method Payment Check 2271 PLAN CHECK - NONRES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Description RECEIPT Account Code 000/345.830 000/322.100 000/345.830 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,517.44 Current Pmts 1,191.94 250.00 37.50 38.00 Total: 1,517.44 D03 -301 PENDING 09/25/2003 1,517.44 09/25/2003 02:03 PM $1,930.75 7046 09/25 971.6 TOTAL 4471.14 Printed: 09 -25 -2003 Project: r ,....„-_,,,-.4_ Type of Inspec Addre /ss: / �/ Date Called: Special (nstructiofis: Dare Wanted: �a.m'. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6)4 - 7 - ; C10 /74 $47.00 REINSPECTIOfI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4c COMMENTS: A/ 7 t t et( 7 z / /) A / 7 ./ .,---47 f44/ , C) -, — 0 / .7e h/e9i_i, ) ,....,7. i . / , //, d -,i-D,?,1,,,, c/ 2.,-,,,, „la ,pz-ri 14) A XL /9D le ,h,/,. 5 .e• i g ,(;_„--..41,Q...,-e .,, Date Wanted: ...' „••,. .. 7- 0 e7 ‘.,_ a.m. ,-• Requester: i \ / Project: (•• 1 ' 1 , 'e ,.,( , a, , c „,,,..„ . ..„) 7 z / Type of Inspe9n: • , Address: . f / r . , ."' ,....,7. Date Called: ' ,„- • Special Instructions: -- ,,_-• .,, Date Wanted: ...' „••,. .. 7- 0 e7 ‘.,_ a.m. ,-• Requester: Phone Ne ' Approved per applicable aides. INSPECTION .RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (20 )431-3670 Corrections required prior to approval. Inspector: 14,(4407-1 Date: LI $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must e paid at 6300 SouthcenteiL lvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: s. COMMENTS:,) l .4 / A , I'7 �' /�/r/ sJ/ ..at .. , 4 ..74, ,,,./.../ / Date Called. 5 )) 667z- c ,......„„, ,„ /1 / Q ef c:fl � Special Instructions: Date Wanted: 5 I a ip p - 1,4(064 d ;%. / Cry c (C M s 4 .`7L, L (fey i,� f f ,/ / te, , (ice! ‘ S 7 ha, .. ,.... f 40 ILA - .� � , � � c ?c ‘44 (31- ),), h D A ,5 /2'.1/ '. st' . 4, ' s� U1.-- de t0h Mel 4e€: P7 •4 ri P.,.`! -)) 504m, * ,A9a Pl / 4' fr" lh...• `i P,rgject: tO Cyt eA4 -Iii-LA Type of Insp Pn: A ress: �3 1 ee.... Pt S . Date Called. 5 ; `$ y Special Instructions: Date Wanted: 5 I a ip p - Requester: l! c (C Phone No: -.)- t Z -f 13 a Vac? INSPECTION RECORD Retain a copy with permit I ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ei Approved per a +plicable codes. Inspector* PERMIT N (206)431 -3670 Corrections required prior to approval. Date: 1/141). 5-26-04-7 ri $47.00 REINSP ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 5 e 4.57 4-c // 1 ' e-** ;-;') GI/o4// a Aeee6G1 ..... r'.':: e.:;:.;.. Project �/' Lo 1^ Type of I ∎ • Da - Called: ion: Address: l 4 Special Instructions: Date Wanted: 2.6-00 41 a.m. P. Requester: Phone No INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 'Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: $47.00 REINSPECT N FEE REQUIRED. Prior to inspection, fee must e paid at 6300 South enter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 5 .zy /oy ftd9 i Address: • / , P /' c8 (l S 1 (y 4l t o 5 5c04. P r f if-C1.1A-Clited 4. c..,: .�- , 1.1,�.��ti3t-d r .• 7 ‘4/1- I . � 5rzy 4 q J 7 4 5 y 6 -r to.R.-/j Requester._ Ja 0 (cii-jd/ Sac. /44-J 6-ed fi Phone No: aeX"'300 - 6 J / I /74,-,4 q (v-cA7) Pr : ject (r5 (Ode ?/& 1/ Ins Inspection: Type of pec t). - ; / /1,, ,(' Address: • / , P /' c8 (l S Date Called: n'Ldo CVO '/ .. ---._ Special Instructions: . Date Wanted: 0:5 dr �� call, p.m. Requester._ Ja 0 Phone No: aeX"'300 - 6 75/ 5 44 INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: 4U Date: 1/6% El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: CiY,s - e . ';) 6Z4 -,,) -Z e)/ y Type of Inspection:. • 1- lei l: ( lJd - Address: / x.0 / e / r t t , 7 S- Date Called: _5' /6 -QV ,- -.. Special Instructions: Date Wanted,. (a.m. Requester: _. ``f r . L Phone No: a 6G on - „d Y CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. 'INSPECTION RECORD Retain a copy with permit • pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: Date: ( 7 _ 0L) 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: SS Project: CAsc,-7,D. Gkr.7.. / Type of Inspection: Address: ../ . . . .. (fa 5. k2 / 4 / -3O Date Called' Special Instructions: • • Date Wanted: • 3 - /7-ay a.m. p.m. Requester' 4 / Phone No: '0(,- G - 6P7V 1 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PERM T Ni / (206 ;7T 670 M Approved per applicable codes. COMMENTS: OrtPc o" 1101"" no ;49 10 C vv\id-r4.e._ Vreiv cArc, ■ • c- \-4° Inspector: Corrections required prior to approval. Date: 041 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: 44;',14' COMMENTS: i_07 Type of Inspection 2 &PY1 CA/g Ail &PT // --� -c)- /.3F.4 ,- le-p- e/ p irk/ Cla re-e,. /. /o l4,11. ya. r'PcT,31/ A/s V .. /• S pecial Instructions: Date Wanted: a.m. Requester: s � J /v /'7e_ Phone No: 73 f ) t --- - Y �' 1 A aY r ct: _ 7 i_07 Type of Inspection Ad 3 ,2. /s & �!� / L_S D Called: 3 - 7.7 - V /-- S pecial Instructions: Date Wanted: a.m. Requester: s � J /v /'7e_ Phone No: 73 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. N Corrections required prior to approval. Ri?ceipt No.: Date: 7.00 REINSPECTION EE REQUIRED rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. COMMENTS: in /AJ)/ 3 / iyt/Z, d 2/1 �l\'v A? cO l -*',v — irk id l/ 7 AJ, ?ALA T" /iritI 'A -p1A P s Date Call o r � Special Ins «.r Date Wanted: 3 J (?, 1 0 Li i ll. r'. Project: Cl /e44 ` C/ / 4, - K )/ : Y Type of Ins etction: �,{ q �/ J 1N V j l rI �/l c' n u i Adire / ± ructions: P s Date Call o r � Special Ins 7 Date Wanted: 3 J (?, 1 0 Li i ll. r'. Requester: J am . Phone No: era CP - .3".W -- (P ?I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Date .3 , REINSPECTIOI}(FEE REQUIRFFJ. Prior to inspection, fee must be gad at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Correttions required prior to approval. Date: OD 30 PER 1 -3670 `;st4t;ib� »u; diZt 0o,:A' iiu«: :iii ;;�'r.:ri�VVii:;; i�:.�U'.:;:':i.:. ..,...,.,. COMMENTS: 1 c7 (`� Cr) f) _/ �.r''�._ i, Date Calle ii iL l i Spacial Instructions: . rrAyv\ t he r n+M.r 11/44tP I w C., 4 Phone No: ice -. tic 730 Proj� t: L, 1 c7 (`� 4. • Type of Ins ti n: Address: 139 1 _/ �.r''�._ i, Date Calle ii iL l i Spacial Instructions: t Date Wanted: r � V p.m. Requester: A Phone No: ice -. tic 730 PERMIT t'w4.!`„iy'.64i�:L =hi w:d t`.;i':,? ;,y:; n INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspecto Date: 2__` DIA 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.: 1) 'Date: Project:, Project ( O ev` Type o` Inspectio � } S - VWv^ LJ R IVGAt Address: 11\ 3B 1)1 S Date Called: ' 3- )-i-oLl Special Instructions: Date Wanted: a. m. Requester: 1 %1 t tt ./u l C\, Phone No: Inspector :C INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: .91 c � C()vtnr14 noorov�.G` ntr- � Date: ` 41-0 14 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: i) 4 cfi j,2,7 Iv (frit, 7 Type of Inspectir��� !_ c� ! 7i_ 5 S �.r t- 4, 4 // ? 74-1,---.5 Sp Instructions: / ;-- , n - 7 Ad f M Requester: / _6 -7 ‘ fly - �; ef ,74- I I / C . ( p,,,,,,,6- . � 7L- „ i- !,'l, e-i” c . i -,/ 3 i 4 A: (( //f // -..hi, /Q;' y _ c49,,,iI.....N �;`» / 16 . ..� /? X4 .o g i u , " '`i,, ile tta /, ,7L C "` ///,---,://_-_, f .71c... f( CrSi /"', /,rr/lic . "-OW i A-A,C7 O1)1.L- / v, a I/ ,$,. Ala 1 1--- /..414j ( y 7794. hu r , & h7 1179 .ex ; ti ,4 P e (D , 4 Wes' Type of Inspectir��� !_ c� ! Address: Date Called: y 4 Sp Instructions: Date Wanted: ' a. f (p � Requester: / PhQe No: .oLe 7-� c INSPECTION NO. INSPECTION N R CORD Approved per applicable codes. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 rA Corrections required prior to approval. Date: $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee. must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: / (4 Type of Inspect�'o Address: �� y ,, ! Date Called: Spelstctibn • J Date Wanted: 2`�'��.1``C a .m. , �� Requester: Phone No: INSPECTI N RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS:e 1.-71-1) Date: 2;7 Jn El $47.00 REINSPECTIJ REQUIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: COMMENTS: .P.Ns----\-e. r l Ch(' t { Skeod-i i7t, 1, c, • ' 1 r011 n ck•P 'P'V efV , c.pp r(o va I Type of Inspe tion: • / I. . a._ �i_ t-ri or re P ely- Cav1 if de ye! ( I ii C + 1Of c1 4° S cr . 4 y a I , P 4 r 0 n ` - - Special Instructions: 1 (-5) C) S l } )+ k r l, V vin Vt a ✓1 - C 'PIA cif Phone No: 7,0 o - - 1,30 - D q rr)i�, v1, ,7---J /.kfi'I \ `l 1° V r\ .S-A -Arc, ,D S ca � `C O S( 3 P a t 45 c��n�r , aTprOve'A --Ccv tre1,1-o -' lOUc --P O k- ki.)E' �t'h"e1r �- l I^ 1_0 s q Q trcc.e 4 v0v\-L P • ect: ; .1 6 �. 1w .. Type of Inspe tion: • / I. . a._ �i_ t-ri Ad r t � Date Called: t Special Instructions: 1 (-5) C) Date Wanted: a.m. 01, Requester: N ICY—, Phone No: 7,0 o - - 1,30 - D q E Approved per applicable codes. Inspector: AAA. .2 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 Corrections required prior to approval. Date: t \ oL V !1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call'to schedule reinspection. Receipt No.: Date: Pro,�ect• L. tJ- -46 6 - e g ,1 . Type'of Ins ection : '� �j 00- 1 l i f it i% /� Ad . 3 1 r14 i Date Calle `. / _ 04. S ecial Instruct] s , (0 :., :re � // l� C `t) t LC ' D Wanted: YPJ �,; p .m. Requester: ,,1I /v /Cg Phone N1 _ 7 . 62.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT •. CITY OF TUKWILA BUILDING DIVISION ! ►.N., t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431! Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: 1 - J 3 4 . ' 0 REINSPECTION FFL REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prec : /0 6/E-/-1_ Type,gf Inspectio : Address: /-30 3V pi. Date Called: / / O /.zdt 3 Specjal I7tructi : ti ,O-P1 Date Wanted: , 1/2 � / ( Requester: a , Ce Phone No:2 7 .50- -zg62 INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY F TUKWIL'A BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. El Corrections required prior to approval. COMME pe tor: 7.00 REINSPECTIO FEE REQUIR,ED. Prior to inspection, fee must be aid at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. eipt No.: Date: Date: (206)431 -3670 P eject: I , . !..d :" .0....# './ - Typ_..of Inspection: isi Amt.; ALls'. i Ad ; ress. 3a Li - 3s ri.s, Date Called: � I - o /e, Special Instructions: Date Wanted. ( a.m. IU p.m. Requester: q 1 l Ck Phone No: ,........ C, — � D gLa c) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 12 Corrections required prior to approval. COMMENTS: Inspector: Date: 11 — U — 0. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: of Inspection: s D • 111 /c.) 3 ch n S. — te 4,1 P �+ blzkielopm ts) 56.,441A4 - D6( - 61i1 e o, uJ„e„ 6,\J mSG,.. 1, . + o f 4 1 .- / l ) 2 J ° /C,.& r P c c. ,L �U� .._1 -sue cam-. 72) p C c i6.30. Project: /1 � � Glen of Inspection: s D • Address: 32l P �+ Date Called: u -25-03 Special Instructions: + o f 4 1 .- Date Wanted: �' 6 , 0 3 Ca p.m. Requester: A1 VV Phone No: 206 - 730 — 2162_ 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 5D S:) Doi -301 Corrections required prior to approval. Inspector: 6-k) Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, i 159 121S: fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project:^� y � (,�� � �Jf Type of Inspection: • 0107 poLu+ drain connecii Address: 3Q.� �il pi s [�i Date Called:i I I -17 -03 ..--... Special Instructions: Date Wanted: II_ /� (a 1 1". �g 'D p.m. Requester: a • /6 rca rncc4dhe Phone No: 2 06-300 —6 7q HOn. INSPECTION RECORD Retain a copy with permit Ova -301 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. D Approved per applicable codes. O Corrections required prior to approval. COMMENTS: tit x a Inspector: Date: WI ( AP? 1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r e,S PAject: /1 CrioaCetetk L/1-49/ - Ili Le of In s p • ti //0af/c Address: Date Called: , 1 r p./0 ---.., Special Instructions: 1 1 1 - 0 D I -- i pos&iip,.. Date Wanted: cr: Requester: Phone Die INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 n$ REINSPECTION FEE REs UIRED. Pri p at 6300 Southcenter Blvd., S ite 100. proved per applicable codes. El Corrections required prior to approval. COMMENTS: Ins 1. /e.1"./V\ A-0 CA A Date: r to inspection, fee must be all to schedule reinspection. Receipt No.: Date: " go■k•';1:44Ait Pppject: r -, -, Lae) LiI-6/4' -40f- i i_ Tyne of Inspectign: ik -- t0 tx7aa — FDD'bn. 4 Date Called ' (0/31/0, Date Wanted: Cala ) i 13 i() p.m. Address: i V? 1- r 3 & Pi Special Instructions: CO VI- (1.... l 1 Requester: ‘ Phone No: 21x1 - 3oo • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: . 6AAAA-ey e c or: Receipt No.: Date: /,J /0 47.00 REINSPECT! I N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 71 ' ' :"J77- ' 477 ' 1 7" • n: 4•`•.., 4 fi74-7 - • • • • 7; . 1' 12 :747:77= - ... : , .. 77- 777:!-TPS" r • t . 1 , • • ...■•.,•• 1 Z 1 . Ce L i / 6 = O 0 (1) 0 O W ILI M -J 1- U) u_ u j 0 2 ?- g 5 u_ < co n y a '. . P. r'pj e c t Name . „ I-- 0 z i-- ,,..: /3). Li / 3 7,1. i '---. Suite # WW M D D 0 C.) . . 0 D . . . • Retain-current inspection schedule _......• oi- i LLI u j C.) I-- I= - 0 A i Z L U) P. -±- O l" Needs shift inspection • Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Rev. 2/19/98 Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief Permit No. O ( - Date ) - y T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 _. _. C....0( r. - _ ex — ..!* rio "4 -. ... \c..--- : C. Ca.. 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U) ‘2 N • 4 41, 30018 0 Ck ' - 44 ,441 SECEMP) , art OF riNtV4Vidk Ns 's/oNA; 1 MM 2 4 Ng \—) "-,4.‘ .....-_ CENTER 1' " PERMIT ) 7.--S - 2.2_ L,„ LI D03 Project Earth Consultants, Inc Centethillall EngilectS, GeologISIS & DiVIronillental Scientists anstructkiii Testing & 1010 I %MO Inspcttkin St IvIcas 1805 136th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643-3780 • Toll Free (888) 739-6670 FAX (425) 746-0860 DAILY FIELD REPORT General Contractor Field Rep. Time On Site Travel Time Permit No. Job Location 4 ■ S- • -- A - 714,37 L General Contractor's Superintendent Grading Contractor Grading Foreman Job No. Time Off Site Miles Hrs. Charged Page of I Checked By Report No. Day of Week eath Visitors Client/Owner 1 ,-- ) Received Unchecked By Date Are approved Plans/Permits on-site 0 Yes 0 No Project No. Permit No. If No, contact the building department or explain below: COPY TO: '1 ' CONTINUED ON NEXT PAGE 0 (4 •OVV,t,' '"==1•11= ■ 4' MAX. HEIGHT CONNECT TO CATCH BASIN OR DAYLIGHT TO DITCH 2' DIAMETER 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. SEE ABOVE FOR ROCKERY DETAILS NOTES: NON - SHRINK GROUT (MOUND TO DRAIN) NO STRUCTURES, ROADWAYS. OR PARKING LOTS IN THIS AREA. UNDISTURBED • SOIL 2'/a NO FOOTINGS OF STRUCTURES (INCLUDING OTHER ROCKERIES) FREE•ORAINING BACKFILL: MIN. 12' WIDE LAYER OF 2'-i' QUARRY SPALLS ADJACENT TO ROCKERY. STABLE CUT FACE IN NATIVE MATERIAL 1• DIAMETER WASHED GRAVEL; MIN. 6' COVER OVER PIPE; MIN. 2' GRAVEL UNDER PIPE. 12' WIDE MIN. 4' DIAMETER PERF. PVC, SOR 35 PIPE/ AASHTO M278/ ASTM 3034; MIN. 11/4 CONTINUOUS SLOPE TO OUTLET; PIPE WRAPPED IN FILTER FABRIC (MIRAFI OR EQUIVALENT) PLACE PIPE BETWEEN ROCKS TO AVOID WEIGHT. VIEW FACING ROCKERY 4' DIAMETER GALVANIZED AND OUTLET PIPE STEEL SLEEVE 1. ROCK SHALL BE SOUND AND HAVE MINIMUM DENSITY OF 160 POUNDS PER CUBIC FT. 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. NOT TO SCALE ■ City of Tukwila ROCKERY & SIDEWALK W/ SAFETY RAIL SHEET: RS -05 REVISION #1: 08.03 APPROVAL: B. SHELTON i File: D03-0301 35mm Drawing #1 • z re w2 6 = 0 0 co CI (/) W LUI •La 0 g 5 co x- CY w z 1- 0 z w u j 2 C.) 0 52 o w u. — 0 . z 6.1 c.) -± 0 1- z - .49/08/2003 08:50 4257460860 FAX TO: Z'A FAX COVER SHEET EARTH CONSUL. I AN 15 Earth Consultants Inc. cootcchnlcvl ['sglrxxrs. Oc!glogtsts & Environmental Sclenrlsts Reference:_, to ! 7(e Date: O .o B rD 3 FAX NUMBER: 2<42 . t c ' - i . FROM: iJ. r ":i. SUBJECT: Fl - 1- R tie NUMBER OF PAGES INCLUDING COVER SHEET: 3 If you have any questions, please call (425) 643 -3780 • Our FAX number is (425) 74- 608-60 Jc,c:�o /1-6o CC: I.. Cad n-f " r u.k-w) Ic 2. . Mr MG? he - orn 7r ty • 09.6 44.(z. 3 (o(o To GI zo6 -4-131 - 3(a.co5 I'AGE 01 ?yc..2S5 b 7GZ. 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643.3780 FAX (425) 746-0860 Toll Free (888) 739.6670 • s 1sec ~sue BcY klit} -,.. . >t ro - o - • . o.. J , • se kjia, Cee r�.ati � ..o6c Few 1 4 -r Lai 5 Q. .2e. "honey ,Ze__r 1 , p a* -4Ser A ►.D _3jrst6 4trri VG ty e I G aara_r o!w T' S s Acs`s. mta q - J ' or, It - 6 x„ fJ 0 .J Go.nn t. lar' a C a lw.N.A i t � e_ &-i r r + ' SEtsrtggre Gai cG t�Jtrr,+ Q +2 G C•..., ` L ,,. 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Tim - � D e OK Slte 9,3OAwt Travel Time I . 5 Permit No. DAILY FIELD REPORT t--- Project N i ils +dG Job Location (CA '4. os Nosae5 f- Z ST t uk+,.3t1IA General Contractor's Superintendent Grading Foreman Job No. EIOi30 Time Off. Site Mlles 6Q Hrs. Charged 30 Page of z Date 01.04,03 Weather jj 0-16/9R. IsLcar9 Visitors Checked By. Rertt No. Day of Week Client/Owner Z A.K Received Unchecked By °'k Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: 1 COPY TO: CONTINUED ON NEXT PAGE ❑ 1 Project Earth Consultants, Inc reAkIiiniGH FnMerrrGmloOri• "Limos, CrillittteUnrt TT0114 A 10lt1 / N%l » It oR *w1 VTiven 1805 13G Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643.3700 • ToN Free (S58) 739.6670 FAX (425) 746-0660 DAILY FIELD REPORT Job Location CASCA iE 42 r'» Sr u General Contractor Grading Contractor Field Rep. / 9r4• Time Ot Site Travel Time Permit No. General Contractor's Superintendent Grading Foremen Job No. Page Time Off Site Date OC.Or1.03_ Miles Hrs. Chsrge�. Client/Owner .7. Weather Received Unchecked By Cheri By_ Report Day of Week 774,0 4. Date I03 Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. COPY TO: CONTINUED ON NEXT PAGE ❑ 1 If No, contact the building department or explain below FJrt /l C42. . • rce•r. & L e• 1,,cr ZD 'Z E AL (Atipl. 42. Da r�..3s�,/4 Lee -z 0 t A C'.-T I..ai' ,4 .r...4.1.-1 Qec,ieCL J.-.10 rill 9 � C910-tphc,r, 004 TL } " Ifi o T , CA i , 7 331A, r ►4 . r vrlr d . T3' r� n • IJ1 cr. Project Earth Consultants, Inc reAkIiiniGH FnMerrrGmloOri• "Limos, CrillittteUnrt TT0114 A 10lt1 / N%l » It oR *w1 VTiven 1805 13G Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643.3700 • ToN Free (S58) 739.6670 FAX (425) 746-0660 DAILY FIELD REPORT Job Location CASCA iE 42 r'» Sr u General Contractor Grading Contractor Field Rep. / 9r4• Time Ot Site Travel Time Permit No. General Contractor's Superintendent Grading Foremen Job No. Page Time Off Site Date OC.Or1.03_ Miles Hrs. Chsrge�. Client/Owner .7. Weather Received Unchecked By Cheri By_ Report Day of Week 774,0 4. Date I03 Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. COPY TO: CONTINUED ON NEXT PAGE ❑ 1 If No, contact the building department or explain below ti WAR -15 -2004 04:OOPM FROM- ARCHITECTS NORTHWEST I /ARCHITECTS \/ I NORTHWEST Architects Northwest, Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 r: 425 -485 -4900 F: 425 -487 -6585 Toll Free:1 -888 -ARCH -100 Email: ANW@ArchitectsNW.com March 15, 2004 To: Building Official RE: Dream Catcher Homes Subject: Architects Northwest Plan M2490 At foyer the 3 -1/8 x 16 -1/2 GLB in the occasion where the beam can not bear on the wall please use a HHUS410 Simpson Hanger. If you have further questions, please feel free to contact our office at (425) 485 -4900. Thank you for your time and assistance in this matter. Sincerely, Zai!b ry R. Adams Architects Northwest, Inc. 5046 Y R c .OULET X71 MAR 1F, 2004 �0 3- 3o 425 - 487 -6585 T -035 P.001 /001 F -963 RECEIVED MAR 17 2004 DEPARTMENT MAR -01 -2004 05:16PM FROM- ARCHITECTS NORTHWEST I tJI RCH 1 TECTS NORTHWEST Architects Northwest, Inc. p: 425 - 4851900 1893 142nd Avenue NE F: 42.5- 487 -6585 Suite 100 Toll Frcc:1 -888- ARCH -100 Woodinville, WA 98072 Ern i;: ANW @ArchitectsNW.com March 1, 2004 To: Building Official RE: Dream Catcher Homes Subject: Architects Northwest Plan M2490 In response to the concrete chip at the front garage panels it is still acceptable. If you have further questions, please feel free to contact our office at (425) 485 -4900. Thank you for your time and assistance in this matter. Sincerely, Zachary R. Adams Architects Northwest. Inc. rules ot I RECEIVED MAR 17 2004 DEPARTMENT 425 -4B7 -6585 T -885 P.001 /001 F -683 01 -301 ;. t Lateral Analysis: 1997 UBC P: Max Ht - upper- ;: Max Ht -main = P: Max Ht -main = Compute Wind Load x -x, y -y: a Y-y, b y -y, • c y -y = dy -y= 1 x -x = 2 x -x = 3 x -x = 4 x-x = 5 x -x= a y -y = b y -y = c.y -y = d y -y = 1 x -x = 2 x -x = 3 x -x = 4 x -x = 5 x -x = ARCHITECTS NDRTH WEST upper = upper = upper = upper = upper = upper = upper = upper = upper = main= main= main= main= main= main= main= main= main= Check Seismic: v = WOAup =( 1709 sf /rf + Way -y =( 0 sf /rf + Wby -y =( 355sf /rf + W c y-y =( 723 sf /rf + W d y-y =( 631 sf /rf + W 1 x -x=( 326 sf /rf + W 2 x -x=( 872 sf /rf + W3x -xx( 0 sf /rf+ W 4 x -x=( 0 sf /rf + W 5 x -x=( • 511 sf /rf + WOAmain= 2418 sf /rf + W ay -y=( 313 sf /rf + W b y-y =( 425 sf /rf + W c y-y =( 831 sf /rf + W d y-y =( 849 sf /rf + W 1 x x=( 416 sf /rf + W 2 x -x=( 1068 sf /rf + W 3 x -x=( 0 sf /rf + W4x -x=( 0 sf /rf + W 5 x -x=( 934 sf /rf + 27.5 Ridge; :Use P = 15.0' @ Ridge; :Use P = 15.0' :Use P= 0.00 ft w X 6.00 ftwx 17.00 ftwx• 13.00 ftwx 7.00 ft w x 21.00 ft w x 0.00 ft w x 0.00 ft w x 14.00 ftwx 8.00 ft w x 10,00 ftwx 17.00 ftwx 16.00 ft w x 11.00 ftwx 11.00 ftwx 11.00 ftwx 11.00 ftwx *00 ftwx 0.1964 w (all plywood shearwalls) ; 1184 sf/ wi + 0 sf/ wi + 132 sf/ wl + 420 sf/ wI + 632 sfl wl + 248 sf/ wi + 568 sf/ wl + O sf/ wl + O sf/ wI + 368 sf/ wl + 3818 sf/ wl + 280 sf/ wl + 606 sf/ wI + 1436 sf/ wl + 1496 sf/ w1+ 768 sf/ w1+ 18.48 sf/ wl + 530 sf/ wI + 475 sf/ wI + 672 sf/ wl + OCI 23 2 �3 oks of O 0.00 ft h= 6.00 ft h= 12.00 fth= 9.50 fth= 8.00 fth= 13.00 fth= 0.00 ft h= 0.00 ft h= 11.00 fth= 9.00 fth= 9.00 ft h= 9.00 fth= 9.00 fth= 9.00 .ft h= 9.00 ft h= 9.00 fth= 9.00 ft h= 900 ft h= 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 0.00 sf x 36.00 sf x 204.00 sf x 123.50 sf x 56.00 sf x 273.00 sf x 0.00 sf x . 0.00 sf x 154.00 sf x 72.00 sf x 90.00 sf x 153.00 sf x 144.00 sf x 99.00 sf x 99.00 sf x 99.00 sf x 99.00 sf x 99.00 sf x 0 sf / flr )x 0 sf / flr )x 0 sf / flr )x 0 sf / flr )x O sf / flr )x O sf / flr )x 0 sf / flr )x 0 sf / fir )x 0 sf /fir )x 0 sf / fir )x 1164 sf / flr )x 0 sf /flr)x 174 sf /flr)x 588 sf / fir )x 520sf/ fir )x 238 sf / fir )x 588 sf / fir )x 0 sf / flr )x 0 sf / fir )x 338 sf / flr )x 15.35 ave psf See sheet 10 for sail area 13.22 ave psf See sht 4 for design criteria. 13.22 ave psf 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 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 = 13.22 psf = 10 psf = 10 psf = 10 psf 10 psf = 10 psf = 10 psf 10 psf 10 psf = 10 psf = 10 psf = 10 psf = 10 psf 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = �'�T RECEIVED TUKWILA SEP252003 PERMIT CENTER Plan t.. 2490C3F -0 Lateral Analysis: Date: 9/1/98 0 lbs .553 lbs 3131 lbs 1896 lbs 860 lbs 4191 Ibs ' Olbs 0 lbs 2364 lbs 952 lbs 1742 lbs 5154 lbs 3799 Ibs 2168 lbs 5499 lbs 1309 lbs 1309 lbs 3673 lbs v = 0.2400 w ( gwb shearwalls) 28930 lbs 0 lbs 4870 lbs 11430 lbs 12630 lbs 5740 lbs 14400 lbs 0 lbs 0 lbs 8790 lbs 74000 lbs 5930 lbs 12050 lbs 28550 lbs. 28650 lbs 14220 lbs 35040 lbs 5300 lbs 4750 lbs 19440 lbs FILE COPY V a y -y = 0 lbs. . V b y -y = 956 lbs. : V c y -y = 2245 lbs. : V d y -y = 2481 lbs. : V 1x -x= 1127 lbs. : V 2 x -x = 2828 lbs. : V 3 x -x = 0 lbs. : V 4 x -x = 0 lbs. : V 5x-x= 1726 lbs. : V with gwb shearwalls (min. V a y -y = V b y -y = V c y-y = V d y -y = V 1 x -x = V 2 x -x = • V 3 x -x = V 4 x -x = V 5 x -x = page 1 of See sht 5 for shearwall schedule Total Wind Loads V with gwb shearwalls (min.) TWL y -y upper = TWL x -x upper = TWL x -x main = 2367 lbs. : 5607 lbs. : '5627 lbs. : 2793 lbs. : 6882 lbs. : 1041 lbs. : 933 lbs. : 3818 lbs. : 5580 lbs 7414 lbs TWL y -y main = 11648 lbs 13958 lbs 11 not applicable plywd shearwalls plywd shearwalls plywd shearwalls plywd shearwalls plywd shearwalls not applicable not applicable plywd shearwalls , u.n.o.) 1165 lbs. : plywd shearwalls plywd shearwalls plywd shearwalls plywd shearwalls plywd shearwalls plywd shearwalls not applicable not applicable plywd shearwalls P. dPiOULET F WASMINGTOi4 WOODINVILLE, WA 98072 FAX: (425) 487 -6585 mo 301 �;!„��r ,7a�1;1 ,: 5{' 4`.'';<% iMt.' YASfi? na1FlY. k{. �ryize: rttl +.A�.ti;riT'YSt;FknN•FSS.na Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( Sum SW 5 x -x = ( 11.67 11.67 0 0.00 tl If shear wall tl sw y -y 14.00 tI If shear wall 54.83 13.50 tl If shear wall 27.33 tl If shear wall 11.00 tI If shear wall tl sw x -x 21.50 tl If shear wall 41.17 0.00 tI If shear wall 0.00 U If shear wall 8.67 U If shear wall 14.00 tl sw y -y 91.66 tI sw x -x 64.49 . 8.50 7.82 13.50 15.50 10.33 17.00 4.50 9.67 22.33 11.00 3.00 3.00 6.67 2.67 11.50 10.00 13.67 6.00 ' 18.50 0 _ 0 2.67 3.00 3.00 2.67 1.88 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( , Sum SW 3 x -x = ( Sum SW 4 x -x = ( . Sum SW 5 x -x = ( 11.67 11.67 23.34 tl If shear wall 16.32 ti If shear wall 15.50 tl If shear wall 36.50 U If shear wall 15.34 tI If shear wall 19.67 tl If shear wall 18.50 tl If shear wall 5.34 tl If shear wall 5.64 tl If shear wall tl sw y -y 91.66 tI sw x -x 64.49 . 8.50 7.82 15.50 - 4.50 9.67 22.33 3.00 3.00 6.67 2.67 13.67 6.00 ' 18.50 _ 2.67 2.67 1.88 1.88 1.88 ARCHITECTS NORTHWEST Date: 8/1/98 n sum o . ear esrstmg a s ompute x -x, y -y main floor. Compute V x -x max. and V y -y max. location upper floor. V wind a y -y = 0 lbs 0 lbs 0 #'s/I = 0 plf wind Use SW #: not applicable b y -y = 553 lbs 956 lbs 956 #'s/1 = 68 plf seismic Use SW #: P1- 6(198plf) c y -y = 3131 lbs 2245 lbs 3131 #s/1= 232 plf wind Use SW #: P1- 4(304p1f) d y -y = 1896 lbs 2481 lbs 2481 NM= 91 plf seismic Use SW #: P1- 6(198p11) 1 x-x = 860 lbs 1127 lbs 1127 #'s/1 = 102 plf seismic Use SW #: P1- 6(198p1f) 2 x -x = 4191 lbs 2828 lbs 4191 NM= 195 plf wind Use SW #: P1- 6(198p1f) 3 x -x = 0 lbs 0 lbs 0 #'s/1 = 0 plf wind Use SW #: not applicable 4 x -x = 0 lbs 0 lbs 0 #'sll = 0 plf wind Use SW #: not applicable 5 x -x = 2364 lbs 1726 lbs 2364 Ns/1= 273 plf wind Use SW #: P1- 4(304p1f) main floor a y -y = 952 lbs 1165 lbs 1165 #'s/I = 50 plf seismic Use SW #: P1- 6(198plf) b y-y = 1742 lbs 2367 lbs 2367 #'s/1 145 plf seismic Use SW #: P1- 6(198p1f) c y-y = 5154 lbs 5607 ibs 5607 #'s/1= 362 plf seismic Use SW #: P1.3(389p11) d y-y =• 3799 lbs 5627 lbs 5627 #'s/l = 154 plf seismic Use SW #: P1- 6(198p1f) _ 1 x -x = 2168 lbs 2793 lbs 2793 #'s/1 = 182 plf seismic Use SW #: P1- 6(198p1f) . 2x -x = 5499 lbs 6882 lbs 6882 #'s/1 = 350 plf seismic Use SW #: P1-3(389p1f) 3 x x = 1309 lbs 1041 lbs 1309 #'s/I = 71 plf wind Use SW #: P1- 6(198p1f) 4 x -x = 1309 lbs 933 lbs 1309 #'s/1= 245 plf wijid Use SW #: P1- 4(304p1f) 5 x -x = 3673 lbs 3818 lbs 3818 #'s/1= 677 Of ow • ''seismic Use SW #: P2.3(778p1f) Verify Capacity of Designed Shearwalls: upper floor: Sum SW cap y -y = 54.83 If x Sum SW cap x -x = 41.17 If x main floor: . Sum SW cap y-y = 91.66 If x Sum SW cap x -x = 59.15 If x V seismic 198 plf + 250 plf + 198 plf + 350 plf + V max #'s / length plf governing force ( Note: Siesmic loads are strength loads, therefore include 1.4 F.O.S. for shearwall design.) 0.00 If x 100 plf = 0.00 If x 100 plf = 0.00 If x 5.34 If x C.., yk;: Mk:M1 y RY,'•`NhA N.4 ?F +�, - �'�!s "?%��..�; .b.�.. . � .• k" �, t�.''>';` t? t�! g?fi� „"!+Yr;"t��oh >.f. °v, Plan : 2490C3F -0 198 plf = 198 plf = page SW# plf SW # plf 10856 lbs > 5580 F.O.S. _ 10293 lbs > 7414 F.O.S. _ 18149 lbs > 11648 F.O.S. _ 21760 lbs > 13958 F.O.S. = 2 of 11 1.95 : 1, OK 1.39:1, OK. Redundancy Factor Check: Vmax for "p =1" Vmax = (2) x Vt / sgrt A A = 1575 sq ft. Resulting Vmax = 732.42 plf Since 732p1f > actual 677pif at main 5 x -x, no added redundany factor required. Horizontal Diaphragm Shear: Roof diaphragm: c y -y: 3131# / 18If = 174plf. Use blocked sheathing for 4' wide, each side of wall. Sheathing to deck above. Roof diaphragm: 2 x ->: 4190# / 341f = 123pif. Use continuous blocking top of wall to truss plus 6If of wall. Sheathing to deck above. Roof diaphragm: 5 x-x Use blocked sheathing for one truss bay at playroom , connect truss to continuous top plate with CS16 -36 strap. Upper floor diaphragm: c y -y: (5607# - 2245#) / 30If =112pIf. OK < 177p1f. Use CS16 -36 to tie double joist to joist adjacent to wall, with blocking 24" o.c.. Upper foor diaphragm: 2 x -x: (6882# - 2828#) / 341f = 119plf. Use continuous top plate with CS16 -36 straps at 4x10 headers. Upper foor diaphragm: 4 x-x Use CS16 -36 to tie top plate to 4x10 header of foyer second level. Upper floor diaphragm: 5 x -x: (3673# - 2364#) / 301f = 44plf . OK , use continuous top plate or header. 18915 - 142ND AVE. N.E./ SUITE 100 WOODINVILLE, WA 98072 PHONE: (425) 485 -4900 FAX: (425) 487 -6585 1.56 :1, OK. 1.56 : 1, OK. I• Alt HtTECTS. NORTHWEST upper floor. a y-y b y -y = c y -y d y -y = d y -y = 1 x -x = 2 x-x = main floor: a y-y b y -y = c y -y = d y -y = 1 x-x = 2 x -x = 3 x -x = 4 x -x = 5 x -x = Use (6) Use (% ) Use (Z) Use(11) Use( 2) Use(12) • 0.00 14.00 13.50 10.33 17.00 11.50 11.50 10 :00 0.00 0.00 3.00 3.00 267 11.67, 11.67 8.50 7.82 15.50 4.50 9.67 22.33 3.00 3.00 6.67 2.67 13.67 6.00 18.50 2.67 2.67 1.88 1.88 1.88 0 pif x 68 pif x 232 pif x 91 pif x 91 pif x 102 pif x 195 pif x 195 pif x 0 pif x 0 pif x 273 pif x 273 pif x 273 pif x 50 pif x 50 pif x 1.45 pif x 145 pif x 362 pif x 154 pif x 154 pif x 154 pif x 182 pif x 182 pif x 182 pif x 182 pif x 350 pif x 350 pif x 71 pif x 245 pif x 245 pif x 677 pif x 677 pif x 677 pif x 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. _ 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083, ft. h. = 8.083 ft. h. = 8.083 ft. h. _. 8.083 ft. h. = 8.083 ft. h. = • 9.083 ft. h. = 9.083 ft. h. = 8.083 ft. h. 9.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. _ 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 9.083 ft. h. = 9.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. _ 8.083 ft. h. = 9.083 ft. h. = 9.083 ft. h. = 6.500 ft. h. = 6.500 ft. h. = 6.500 ft. h. = Holdown and Shearwall Summary STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge dist. HPAHD22 w/ (16) 16d nails, 1 1/2" edge dist. HPAHD22 w/ (12) 16d nails, 1 12" edge dist. MST48 w/ (34) 16d nails CS16 strap-46°I w/ (28)10d nails CS16 strap-t61 w/(18)10d nails Sheatwalls, plate nailing and anchor bolts per schedule - as indicated. 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 Date: 9/1/98 0 lbs - 552 lbs - 1875 lbs - 734 lbs - 734 lbs - 828 lbs - 1575 lbs - 1575 lbs - 0 lbs- 0 lbs - 2204 lbs - 2204 lbs - 2204 lbs - 453 lbs - 453 lbs - 1172 lbs - 1317 lbs - 2924 lbs - 1246 lbs - 1246 lbs - 1246 lbs - 1472 lbs - 1472 lbs - 1654 lbs - 1654 lbs - 2828 lbs - 2828 lbs - 572 lbs - 2226 lbs - 2226 lbs - 4400 lbs - 4400 lbs - 4400 lbs - 90 lbs 90 lbs 160 lbs 90 lbs 80 lbs 160 lbs 160 lbs 80 lbs Plan : 2490C3F -0 Uplift = ((ht x pif x width) - (2/3 D.L.x 1/:4 width)] / width CreckT vertuming for Holdown Selection Note: No roof dead load used to resist shearwall overturning, It is considered equal to any uplift force from wind. Section width V pif ht. M/ width DL M Uplift 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 230 lbs = 230 lbs = 160 lbs = 90 lbs = 250 lbs = 230 lbs = 200 lbs = 90 lbs = 90 lbs = 160 lbs = 160 lbs = 160 lbs = 0 lbs. 183 lbs. 1518 lbs. 461 lbs. 285 lbs. 525 lbs. 1.272 lbs. 1311 lbs. 0 lbs. 0 lbs. 2125 lbs. 2125 lbs. 2133 lbs. 107 lbs. 107 lbs. 723 lbs. 1085 lbs. 2515 lbs. 1008 lbs. 736 lbs. 657 lbs. 1244 lbs. 1244 lbs. 1301 lbs. 1574 lbs. 1700 lbs. 2373 lbs. -649 lbs. 2147 lbs. 2147 lbs. 4301 lbs. 4301 lbs. 4301 lbs. Use: Use : Use: Use: Use: Use: Use: Use : Use: Use: Use: Use: Use : Use: Use: Use: Use : Use: Use: Use: Use: Use : Use: Use : Use : Use: Use : Use : Use : Use : Use : Use : Use : page Holdowns selected 3 of 11 not applicable 16d nails 5" o.c. CS16 strap -46"I w/ (28)10d nails 16d nails 5" o.c. 16d nails @ 5" o.c. 16d nails 5" o.c. CS16 strap -361 w/(18)10d nails CS16 strap -361 w/(18)10d nails not applicable not applicable MST48 w/ (34) 16d nails MST48 w/ (34) 16d nails MST48 w/ (34) 16d nails 5/8" AB win 12" of panel edge 5/8" AB w/iin 12" of panel edge CS16 strap-36"l w/(18)10d nails MST48 w/ (34) 16d nails HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, l 12" edge dls HPAHD22 w/ (12) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 12" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, l 1/2" edge dis MST48 w/ (34) 16d nails MST48 w/ (34) 16d nails 5/8" AB w/in 12" of panel edge HPAHD22 w/ (16) 16d nails, l 1/2" edge dis HPAHD22 w/ (16) 16d nails, l 1/2" edge dis STHD14 w/ (38) 16d sinkers, l 1/2" edge di STHD14w/ (38) 16d sinkers, l 1/2" edge di STHD14 w/ (38) 16d sinkers, 1 1/2" edge di WOODINVILLE, WA 98072 FAX: (425) 487 -6585 AFICHITEL;TS JOB TIN 24 q CI P CALCULATED EY NORTHWEST L 1 1 ! � �/ SHEET NO. � " OF Design criteria per 1997 Uniform Building Code: 80 mph / exposure "B" Wind per Section 1615: Design Wind Pressure: P.= CexCgxQsxlw Ce= Exposure Factor, Cq= Method Factor, Qs =Wind Stagnation pressure; Iw= Importance Factor Site /Project Specific Values: . . Ce = 0.62 (Exposure B < 15' H); Cq = 1.3 (Projected Area Method per section 1621.3) Qs =16.4 (Basic Wind Speed = 80 mph); Iw = 1.0 (Standard Structure Importance) Calculated Wind Pressures at Prescribed Building Heights: P = 13.22 psf < 15'H; 14.28psf r 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H Earthquake per Section 1626: Base Shear. V =3.0 x Ca x W / R ' (Simplified Static Method equation 30 -11) Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q R = Rotation value from Table 16N ; W = Total Seismic Dead Load Vertical Distribution: Fx = 3.0 x Ca 'x w / R • (Simplified Static Method equation 30 -12) Site/ Project Specific Values: Seismic Zone 3; Soil Type Sd; Ca = 3.6: R for wood structural panels =5.5 (plywood shearwalls) • R for all other structural panels = 4.5 (gypsum shearwalls) • V(plywd) = 0.1964W; V(gwb) = 0.2400W Redundancy Factor p (Equation 30-3) combined with r max equation (Section 1630.1.1) creates a design condition to attempt to keep p = or less. Vmax is determined to verify if additonal redundancy factor (p) is needed. (Vmax =..2(Vw) /sgrt A Standard Design Information (Unless noted otherwise on Plans): Lumber grade: HF #2 or better, HF#3 © studs Glue -Lam beams: UBC Combination 24f -V4 Horizontal roof sheathing: 1/2" CDX- 7/16" OSB w/ 8d c 6" oc at edges (140pIf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: . . 3/4" T &G CDX plywd w/ 10d © 6" oc at edges((17plf allowable diaphragm shear w/o blocking) Shear walls: See shear wall schedule: Note: gwb shear wall capacities are halved when resisting seismic forces. Anchor Bolts: 5/8" dia x 10 "L @ 48" oc, typical, unless noted otherwise. A307 or btr w/ 7" min. embedment. 18915. 142nd AVE. N.E. / SUITE 100 PHG JE: 425) 485 -4900 . ....:,.•;; ::zti :z :: r i WOODINVILLE, WA 9807 FAX: (425) 487.65E SHEAR WALL SCHEDULE (see 1997 UBC tables 23- 11 -1 -1, & 23- 11 -1 -2) P1-6 v = 198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 6" o.c. Anchorage: 16 d © 5" o.c. OR 5/8" AB © 48" o.c. to conc. P1-4 v = 304 plf 1/2" plywood or OSB equal, w/ 8d (gun) nails @ 4" o.c. . Anchorage: 16 d @ 4" o.c. • OR 5/8" AB @ 36" o.c. to conc. P1 -3 v'= 389 plf t 1/2" plywood or OSB equal, w/ 8d (gun) nails c@ 3" o.c. Anchorage: 16 d @ 3" o.c. OR 5/8" AB @ 24" o.c. to conc. P1 -2 v = 516 Of 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 16 d @ 2" o.c. 'OR '518" AB @ 24" o.c. to conc. • Use min. 3" nom. Studs © adjoining panel edges. P2-4 v = 608 plf 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails @ 4" o.c. • Anchorage: 3/8" lag screws @ 8" o.c. or 5/8" AB @ 24" o.c. to conc. Use min. 3" nom. Studs c�D adjoining panel edges. P2-3 v = 778 plf . 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8" lag screws @ 8" o.c. or 5 /8" AB © 24" o.c. to conc. Use min. 3" nom. Studs @ adjoining panel edges. Notes: 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 sidid shear walls, offset sheathing jointy by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. ARCHITELTS NORTHWEST JOB 18915 - 142nd AVE. N.E. / SUITE 100 PHC JE: (425) 4854900 HOLDOWN SCHEDULE updated 7/3W98 STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge dist. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. STHDI4RJ w/ (38) 16d sinkers, 1 12" edge dist STHD14 w/ (38) 16d sinkers, 1 12" edge dist. HPAHD22 w/ (12) 16d nails, 1 12" edge dist. HPAHD22 w/ (16) 16d nails, 1 12" edge dist. HPAHD22 w/ (19) 16d nails, >8" edge dist. 5/8" AB wM 12" of panel edge CS16 strap -361 w/(18)10d nails CS16 strap -461 w/ (28)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails HDSA w/ SSTB20 AB w/ (2) 5/8" bolts HTT22 w/ SSTB -20 A.B.w/ (32) 10d nails. A35 F.A. w/ (12) 8d nails CALCULATED BY DATE / f q b SHEET NO. . # listed for 1/97 Simpson Strong -Tie cat. # 2745# 2575#6 "c. hem -fir table 2745# 2575# hem -fir table 4430# 4220#6 "c. hem -fir table 4430# 4220# • hem-fir table 1564#6 nails added for hem fir 2240# @8 "curb (16) nails max at rim joist 260T #6 nails added for hem fir. 500# 1353# 1650# 1850# 2945# 4415# 5150# HD10A w/7/8" SSTB28 A.B.w/ (4) 7/8" baits 7823# HD8A w/ 718" SSTB28 A.B. w/ (3) 7/8" bolts 5301# 3038# 4085# 450# fin f ), o car- - nails added for hem fir nails added for hem fir hem -fir table hem -fir table hem -fir table hem -fir table value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir OF I WOODINVILLE WA 9807 FAX: (425) 487 -658 it Vs Yr" � p;FicHrrEC� "s NORTHWES 0 • 1E915 • 142nd AVE. N.E. ' SUITE 100 PHONE (= 25148 E -4900 I1n 1410C Fop CALCULATED BY • "' —�, 91 HET MG. CO OF JOB DATE (4a 5 iso D9. W000INVILLE. WA 98072 FAX: (.25) 47.558E lN:InMV.»uu z _i- W cc C J U c o LIJ J CO W 2 LL < c = a I- W Z = E— 0 Z I— W 2 • 0 O • - O H W W I I— H — O .. z O - O F- z 11, AA C H 'TEC A S ..trie 1 CALCULATE; B'f r....::_iNORTHINEST DATE 9/111 u4N O SD. • -0 6'-0• cialroB VMLTOD 'PLAY RO OARTET ADO (S) 13EDRM 5 �r�7n "p, t) cv -•4 te '4: .4 (2 36TSON 454 5111.50N 4516 mmA 4 TO WAIL TOP PING • M 1E915 - 142nd AVE. N.E.. ' SUI ► E 100 PHONE (425) 455 -4500 fv 24eiac-___5F_O U lePcn ( 4.r)' 711-4E.-. NO. 7 rF ( )tot (4Jiwsi W000INVIL1 E. WA 98072 FAX: ( 4E7-6585 z 1~ w cc I w r O 0 w • w -1 1- w �Q = a � Z = I- 0 Z F- w uj • 0 U O - W F U W 0 --O w F- 0 AFiCHITEC". ri NORTHWEST ► 2 1.0 ' ' 7.0 Rani KITG IMRomooD IkSTALL 6AS VENT MP6. SPCCS 19.115H FEARTH MRIPLAG>• • ..U•u•.• (312•4 W G516 TO ea.0P1 NI5/O• eirMfg r- S/O' TrTE 'X' 6 • WARM WALLS. POSTS 4 IMAMS 36 6A. 5 M J4. TO WALL TOP OF FLA • .10' AOOVE r ", 9 • Q P1 18915 142nd AVE. N.E. EUITE 100 PHONE: (425) 4E5-4900 {1.615 4.e W/ 4)4 IO . C4)416.44.522-1 (1o) «1 CALCULATED EY 0ATE Pori ". TRAN70M M el, 41o`.sr -c' 1 NA 1J %-4- ;HEFT NO. G OF 1 t 22.11 4 L 4Milt z. 1 RAIL ABOL U)ccit•ac. Toe f (0-ittA14402. "10)/61 WOOD INVIL'LE. WA 9S072 • FAX: (a 4E7•E5E5 c�) z • W J U O 0 0 (J) W J = w 2 J Wj a I H = z � Z0 W • w U 0 O F- Ww 0 .. W z • = O ~ z v = o cn Z rn CO A U1 IN a 1> (n < j. in (0 Z 0. f m (n c Fri O 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ARCHITEC . •�r,E CALCULATE: EY N0RTHVVEST GATE iC t / (-9a ova), a4 09e 3 Y- fog G • c Al OSSf MIS 1,9.9;15 .142nd AVE. N.E. SUITE cC 100 PHONE: (425) 4S5-4900 �, n;1.l'e7.asr,•,r .�ia.Y.•'!re. SAtL ?rte NC. .. . T••• 111. /tl n o mr— • — utin .mniu1r— �.an.` �1�111� 1 ... WWW1/1 "T. 1111 q` 1rr• ir_ .�r [. MI =Ma 1V sr llll l l l �� 1 ■ i . l �.� —a ' _� 11111• 6.11W■Mil .� ■ . -- it /_� ter,— 1• ' /tom!• �� �.— • \a` / A �����r-1//11•' aw����t��_-S.aa��� %+ WAN MEM NM nl�f, Ni rtlf U P /aL Use. 'P= (C- SCpsd' 8.Jf- Ocz.- F 1-5 .15" WOODINVIL E. WA 9E072 FAX: V-25) 487-658S TYPICAL END CONDITIONS . • J u I !!k:N MST37W/ (24) 16d MST48 w/ (34) 16d MST60 w/ (48)16d MST72 w/ (56) 16d nails nails nails I nails � Installation showing a Clear Span 1850#) 2945# 4415# 5150# • a Typical Installati aS a • /t S IMLA POST_ SIMILAR 111111 ® \ a0ui .: • MAR LENGTH • • Typical Rim Joist • ' .1: ?, ; ,,wNna • STHD14RJ Installation POR ir- " UISHdWtONE eoM � aEeiw a n • • ,„� J On \ • • • / Typical CS Installation as a Floor -to- Floor Tie \ P ono drti l nce Equal number o1 • sowlka nuns m WI end CS16 strap -361 w/(18)10d CS16 strap -461 w/ (28)10d 1, L I LENGTH I G A P 5 : / : X10 • 1 nails nails CUT � R 1353# 1650# • I • • Typical HD5A Holdown installation with • SSTB anchor bolt. Washers are not at the base. HD10A w/7/8" SSTB28 HD8A w/ 7/8 "•SSTB28 HD5A w/ SSTB20 required AB � - ° _ . j �' • • 7/8" bolts 7/8" bolts bolts \ : ••••::• f3Q MIN. RIDAR LENGTH + �+ Corner 44 SHEAR 12' REBAR •� ' " • MIN. • ...:,...r... • (X IBM , • t . • i • I. 3 II \ �� ' ` 1 ,: • • • • • ° ; • • • • • • • ' • -' a �, `7 I ;,, '' •' , ; / , , . \� '\ , ' r A.B.w/ A.B. w/ w/ (2) � � - �, i " ' (4) (3) 5/8" Typical STHD Installation with 3 -2x studs SIMPSON STHD1ORJ STHD10 STHD14RJ STHD14 w/ (28) 16d sinkers, 1 1/2" edge dist. 2745#@8 "c. 2575#@6 "c. w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# 2575# w/ (38) 16d sinkers, 1 1/2" edge dist 4430# @8 "c. 4220#@6 "c. w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# 4220# Strong -■ ■ a CDNNECiDAS NOTE: ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. Form T- HEMFIR -2 11/97 exp 1/99, OR CATALOG C-98. • ARCHITECTS JOB nr• 24' 3F CALCULATED BY rr NORTHWEST DATE 4 � (' a SHEET NO. I t OF L 18915 -142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 • W00DINVILLE, WA 980' FAX: (425) 487 -651 � JOB rr 2�49ta � ,ARCHITE �r CALCULATED BY NORTHWEST DATE 91 B {9 a SHEET NO. I ( A OF d e7f-1EA T N PEP: p i - �T�'•� 1 A Pftovt25. 1 N 1 I .AT FRAM It-lev ,4‘7 ZX ' Ait . 18915-142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 1ad@ hNEAR WALL ¶RLJ PcR PI - !- G Z4u OL PF 'tD 'I NrcRM11I . I NIL, Avr= F% :11 , < =AF, r"7Ci� Q I�T�•.l L< A M , ti W00DINVILLE WA 98C FAX: (425) 487 -6E October 2, 2003 Jay Keirouz PMB 1190 13619 Mukilteo Speedway, #D5 Lynnwood, Wa 98037 RE: Letter of Incomplete Application #1 Development Permit Application Number D03 -301 Cascade Glen — Lot #4 — 13214 38 Place South Dear Jay: This letter is to inform you that your application received at the City of Tukwila Permit Center on September 25, 2003, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Buildine Department: Bill Rambo, at 206 431 -3670, if you have questions concerning the following: 1. Please show footing drain locations on plot plan and provide construction details of same. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania S encer Permit Technician Enclosures File: Permit File No. D03 -300 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 F �RMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -301 PROJECT NAME: CASCADE GLEN — LOT 4 SITE ADDRESS: 13214 38 PLACE SOUTH DATE: 10 -07 -03 Original Plan Submittal X Response to Incomplete Letter # I Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: jmL /0"ic0 -03 Building Division 111 Fire Prevention ❑ Planning Division ❑ P rks vc" 1;1 Structural ❑ Permit Coordinator 4 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -09 -03 Complete d Incomplete ❑ Comments: REVIEWER'S INITIALS: Documents /routing sllp.doc 2 -28 -02 PERMIT COORD COPY Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 11 -06 -03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 -301 PROJECT NAME: CASCADE GLEN - LOT 4 SITE ADDRESS: 13214 38 PLACE SOUTH X Original Plan Submittal Response to Correction Letter # DATE: 09 -25 -03 Response to Incomplete Letter # Revision # after permit Is Issued DEPARTMENTS: Buil mg ivision Public Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP EJ 140-23 5/2_ 11 6- /0 -7 Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs. Complete ❑ Incomplete Comments: 0 -PL. 41/0L q -5v-v3 Planning Division Permit Coordinator DUE DATE: 09 -30 -03 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: ! LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Ar Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: Documents /routing slip.doc 2-28-02 PERMIT COORD COPY DUE DATE: 10 -28 -03 ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: x•�ii'� +:. iti �y!i�'tyk;':• "ru ::11,4.1r..i. r...,«... City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 RE VISI O N SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /e' -7-a3 Plan Check/Permit Number: D03 -301 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after/before Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Project Name: CASCADE GLEN — LOT 4 Project Address: 13214 38 PLACE SOUTH Contact Person Jay Keirouz Phone Number Summary of Revision: N S i_. ` Ls* fN1 ;5 t9Ra 1 1r (c)o 7 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Jf Entered in Sierra on 40 7- Orly IVED Op Towi, PE RMIrCE N T ER 1 0/02/03 'REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 JAKDECCO23NS 09/04/2004 EFFECTIVE DATE ', 08/10/1998 J A K DEV & CONST CORP 13407 51ST AVE W EDMONDS WA 98026 Signature [sstied by DEPZL'iMiNT OF WAMOR AND INDUSTRIES • • k' • ► IP • • DIMENSION FINISH PER ELEVATION OVER 1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FLASHING WOOD TRIM OPTIONAL 6" MIN. (I) *4 BAR CONTINUOUS b 4" DIA PERF. FOUNDATION DRAIN TIGHTLINE STORM DRAIN_' I IF REQUIRED II I -III =I 1 FRAMING 4 FOUNDATION DIMENSION FINISH PER ELEVATION OVER 7 LB. BU I LD I NG PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FLASHING WOOD TRIM OPTIONAL 6" MIN. 4" DIA. PERF. FOUNDATION DRAIN 2 NAI (I) *4 BAR CONTINUOUS II SKYLIGHT 1 I I— III- -I I 1 I • d PER PLAN (2) 2X4 " ENNAININIAti FLR. J5T5. PER PLAN d 41S v ■ I . 4 • II.,III n -� — • I— • • II • ' (I „III— II es* 6" b” FOUNDATION WALL , =1 I 1 =111 =111= I Ii 11=111=111-1-_ I` ; i • TIGHTLINE - I h ir STORM DRAIN _ I I 1 IF REQUIRED -1 11= 11= • -1 1 I -11 • I ' 911.. 1141*- • li • 11 41 • )(5;i' 6" -3 ■ BATT INSULATION N 2X4 INFILL FRAMING 5/8' TYPE "X" G.WB. 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4 T.46. PL'Y'WOOD SUBFLOOR GLUED 4 NAILED 2x P. T. SILL PL. W/ ANCHO BOLTS 4 2 "x2 "X3 /I b" WASH PER SHEAR WALL SCHED. 12" MAX. 4 4 1/2" MIN. FROM ENDS. 4 1" EMBEDMENT. (ELSEWHERE USE 5 /8 " DIA. X 10" A. B. W/ z 2 "x2 "x3 /I6" WASHERS • 48" O.G) *4 BAR VERTICAL 0 18" O.G. W/ ALTERNATE BENDS 4 HORIZONTAL • 10" O.G. F- MIL. BLACK V. B. `4 ---k': -' "!' (2) *4 BAR CONTINUOUS CRICKET SCALE : I" = 1' -0" 2x STUDS PER PLAN 2x P.T. SILL PLATE w /ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX. FROM ENDS 4 7' MIN. EMBEDMENT. USE 2 "x2 "x3 /I b" WASHER (ELSEWHERE USE 5/8" DIA. x 10" ANCHOR BOLTS • 45" O.C.W/ 2 "x2 "x3 /I6" ill 4" CONC. SLAB OVER 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL • a a 17E 11 -111 -1 I ^III -1 I ICI I :l il lll w ll l= • .i • 4 2 X 6 BUILT-UP CURB 4 *4 BAR VERTICAL ® 18" O.G. W/ ALTERNATE BENDS 4 HORIZONTAL 0 10 D.G. 41 --* -6- (2) (2) *4 BAR CONT I NUOUS SCALE : I" = 1'-0 " GARAGE FOUNDATION WALL HOUSE /GARAGE FOUNDATION WRLL (2) 2X4 SKYLIGHT SIZE PER PLAN W/ 4" MIN. CURB FLASHING AS RECOMMENDED BY MANUFACTURER (2 LAYERS LAMINATED GLASS • +12' -O" A.F.F./ 2 LAYERS TEMPERED (5LASS • - I2'-O" A.F.F) RAFTERS OR M./55 BEYOND SCALE : I" = I' I FRAr"M ti�a ATION DI MENS ON FINISH pER ELEVATION OVER LB. B� .-PING PAPER OR AIR IN!" .. TRATION BARRIER OVER SHEATHING PER PLAN Z - FLASI4IN6 WOOD TRIM OPTIONAL. 6" MIN z iO 4" DIA PERF. FOUNDATION DRAIN 2 S" FOUNDATION 1NALL i FLR. J5T5. PER PLAN \ 2x P. T. SILL PL. IN/ ANCHOR BOLTS d 2 "x2 "X3 /I6" WASHERS PER SHEAR WALL SCHED. 12" MAX. 4 4 1/2" MIN. FROM ENDS. 4 1" EMBEDMENT. (F_LSEINHERE z USE 5/8" DIA. X 10" A. B. W/ 2 "x2 "x3 /I6" VA5HERS • 48" 0.0) dJ *4 BAR VERTICAL • 18" O.C. W/ ALTERNATE BENDS 4 HORIZONTAL • 10" D.G. e MIL. BLACK V.S. 2X P.T (2) I /2 "x5 1/2" CARRAGE BOLTS THRIJ JOIST 4 POST P.T. DECK JOIST PER PLAN POST CAP PER PLAN ISOLATED FOOTING PER PLAN DECK (I) *4 BAR CONTINUOUS T I bHTL I NE 1 4 I I f--- -f T I -1 1 11 I-_ STORM REEQUIRED I IF I 11.;,11 I I —I I X1 11; X7111„1111 1- I I 11 INNINNIWIM .0..111111. • 41 4H4# . 4 4 iI 0 ,1, 4 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4 T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED 4 • *4 BAR VERTICAL • 18" D.G. W/ ALTERNATE BENDS 4 HORIZONTAL • 10" D.G. -�- 6 MIL. BLACK V. B. • • . , , 4 • I I 1 =111 = - • ,11 44 '1'1 �, -• "� : `�(2) *4 BAR CONTINUOUS a A 4 d 4 MEI If 2Xb P.T. TOP RAIL 1X4 P.T. EACH SIDE 2X2 P.T. PICKETS • 5 3/8 "O.C. 1X4 P.T. EACH SIDE 4X4 P.T. POST 24 P.T. DECKING . • • 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 4 3/4 I T.4 b. PLYWOOD SUBFLOOR (SLUED 4 NAILED FLR. J5T5. PER PLAN 2x P. T. SILL PL. W/ ANC BOLTS 4 2 "x2 "X3 /I6" WA PER SHEAR WALL SCHED. 12" MAX. 4 4 1/2" MN. FROM ENDS. 4 1" EMBEDMENT. (ELSEWHERE USE 5/8" DIA. X IO" A. B. IN/ z 2 "x2 "x3 /I6" WASHERS • 48" O.C. SCALE : I" = 1' -0" FRAMING 4 FOUNDATION DIMENSION INSTALL 5/5" TYPE 'X' G.W.B. 4" CONC. SLAB OVER 6 MIL. BLACK V.5 OVER 4" GRANULAR FILL . •t .... +, = ..�._ { ti. `1 {' r I I I =1 11 =1 11= I I I =1 I I I I I I -1 I I'I I lil I I —I I I I IEI 11 =111= 111 -111- — 111111;7-411,T- 7 111: 7 - - - - 11.• - 4 I ] fllffl 4 TTY •. • ". - - -" --- (2) *4 BAR CONTINUOUS 1- 111 =1 • _ • _ 1 4 " 1 _ d M 4 " /l1 (� SCALE I" = I 1 -0 " -�*- P.T. BLOCKING P.T. BEAM PER PLAN (3)5/8 "x5" LAG SCREWS THROUGH P.T. LEDGER INTO RIM JST. • 16" O.G. (STAGGERED) POST PER PLAN POST BASE PER PLAN • I =111 =111=1 I , ,111 1111 il�ll ;,�I1; 'SCALE : I • = 1' - 0 . DIMENSION FINISH PER ELEVATION OVER 1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN I" MAX OR 4" MIN • DOOR WATER PROOF MEMBRANE 4 CONC. SLAB • • • • STUB OUT *4 BAR X 24" • I8" O.G. (I) *4 BAR CONTINUOUS - III-- 14 BAR VERTICAL • IS" O.G.. W/ ALTERNATE BENDS 4 HORIZONTAL • 10" O.G. 4" DIA. PERF. FOUNDATION DRAIN BATT INSULATION PER PLAN 3/4" T.45. PLYWOOD SUBFLOOR GLUED 4 NAILED I S FLR. J5T5. PER PLAN • �. 1 • N • Y d • r:ie 6" * 2X STUDS PER PLAN BATT INSULATION PER PLAN ® FOUNDATION WALL IV SLAB PRESSURE TREATED RIM JOIST 2x P. T. SILL PL. W/ ANCHOR BOLTS 4 2 "x2 "X3 /I6" WASHERS PER SHEAR WALL SCHED. 12" -MAX. 4 4 1/2" MIN. FROM ENDS. 4 7" EMBEDMENT. (ELSEWHERE _ USE 5/8" DIA. X 10" A. B. W/ 2 "x2 "x3 /Ib" WASHERS • 48" O.C) -00-6 MIL. BLACK V.B. =1 1 1 T I J - r • • d • d 11 , • -�''QL -?(2) *4 BAR CONTINUOUS SCALE : I" = I'-D" FLR. JSTS. PER PLAN BATT INSULATION PER PLAN 3/4" T.* 6. PLYWOOD SUBFLOOR GLUED 4 NAILED z iv BAIT PER PLAN INSULATION (3) 8d NAILS • EACH RAFTER SOLID BLOCKING BOTTOM OF BEAM 2 X STUDS PER PLAN (2) SIMPSON A24 FRAMING ANC 0 EACH POST �I I i = I 1 -1 I- 111 111 = I h 1 11- 11I,��Ill SIMPSON H-1 SEISMIC TIE • 45" O.C. BATT INSULATION PER PLAN 4 4 4 4 44 C 8, ISOLATED FOOTING • PER PLAN •• I 1=11 1 -1 I If l I :_ =11177--111: I {I k BEAM PER PLAN 2 X 4 CLEAT EACH SIDE P. T. POST PER PLAN 6 MIL. BLACK V.B. + IN6 MATERIAL PER ATION OVER ILDING PAPER SHEATHING PER PLAN OF FRAMING tBERS PER PLAN 2" CLR. VAULTED CEILING 3 EAVE w SCALE : I" = I'-O" INSULATION BAFFLE WITH I -1/2" CLR. AIRSPACE OVERHANG PER PLAN 8d NAILS A 6" O.G. INTO VENTED BLK'G BLOCK W/ (5) Sd NAILS J 1 / NNISH PER ELEVATION OVER LB. BUILDING PAPER OR AIR INFILTRATION BARRIER SHEATHING PER PLAN SCALE : I' = 1 CEILING JOISTS - PER PLAN (3) 8d NAILS • EACH TRUSS STEM WALL BEYOND (2) *4 TOP BARS • THICKENED SLAB INTO ADJACENT STEM WALL -CsARAGE SLAB =11- 111 =111 =11. - 111 111 11 1 - - I I I —I I- -111. ; ,1 1 1_ 111_1 I 1 --__-_ TURN DOWN OT B INT 1 �I i I =� CO NTINUOUS SLAB 11 I 1 I II 111 -111 (2) *4 BARS CONTINUOUS THICKENED SLAB O.H. DOOR . A® =RIM r��9'lii I I'I BATT INSULATION - PER PLAN 2 X STUDS PER PLAN • SOLID BLOCKING BOTTOM OF BEAM (2) S I MPSON A24 FRAMING ANC • EACH POST :I I ICI I ICI I I -1 I 1 I 1_=111=111 I III II I SIMPSON H-I SEISMIC TIE • 45" D.G. BAIT INSULATION PER PLAN -4 4 • FLR. JSTS. PER PLAN BATT INSULATION PER PLAN 3/4" T.4 G. PLYWOOD SUBFLOOR GLUED 4 NAILED 4 4 • .. L q CONTINUOUS FOOTING FLAT CEILING b EAVE BEAM PER PLAN 2 X 4 CLEAT EACH SIDE P. T. POST PER PLAN 6 MIL. BLACK V. 5. -8d NAILS • 6" O.G. 611111111111111V " pc. OVERHANG • • I ICI I ICI I f-1 I a 111 =111 =111 11 • 11 —� 2) *4 BAR CONTINUOUS PER PLAN FINISHED GRADE SCALE : 1" = 1' - - -0" ROOFING MATERIAL PER ELEVATION OVER BUILDING APER I SHEATHING PER PLAN ERS PER PLAN FRAMING INSULATION BAFFLE TO EXTEND 12" ABOVE INSULATION WITH 11/2" CLEAR AIRSPACE _TENT BLOCKING ED / (3) 2" DIA HOLES ER 24" D.G. PER IPLABNQARD METAL 5" CONTINUOUS GUTTER H FINISH PER ELEVATION OVER 7 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN SCALE : I" = 1 LI&HT'MEIGHT VENEER 0/ SHEATHING 0 z •;) z 4 8d• " D.C. SHEATH TRUSS PER PI-6 FINISH PER PLAN INSULATION PER PLAN 2X 5111D WALL PER PLAN SHEATHING WEATHER RESISTANT BARRI ER METAL LATH II I i 4111141/4 � :i f Cl..jr Oa ■441 pro CULTURED STONE TYPE "N" MORTAR JOINT TYPE "N" MORTAR SEATING BED 1 1/4" DIA. MIN. q" MIN. l TREAD DETAIL A 2X4 THRUST BLOCK INTERIOR STAIR NOTE: SPAC I NG BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE A MAX. OF 4" CLEAR SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING BALUSTERS TO CONFORM TO UBC SEC. 1003.3.3 4 50 8d • 6 O.G. SHEATH TRUSS PER P1-6 PROVIDE INTERMITTENT FRAMING AS REQUIRED • BELOW STAIR INSTALL 5/8" TYPE 'X' G.W.B. (2) LAYERS • CEILING, (I) LAYER • WALLS (3) 2X12 STRINGERS 'FIRE BLOCKING • MID -SPAN NOT TO SCALE SHEAR TRANSFER DETAIL 51c fkiheev pttht- '1 6p4outt out TI ITN 4:4 4 r - f: 47."- DETAIL A SIM. c_ _ PER PLAN t, NOT TO SCALE 4. A SGAE : I " = " -0" Wimp SE; 2 SE,: 5 ;mow, tin 1— U U AVM _4arw - r :: s•• CO a 2 / 6 0 N\ r "SE".".; 24 I . / ~ v a 7 11 , 3` :i I A#i a fa ANA ARCHITECTS PAYMENT OF USE FEE IS DUE ARCHITECTS INC. BU THESE i PtLANS THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY VARIATIONS THEREOF P WITHOUT WRITTEN SSI�. VARIA FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PL ANS St T FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. 5046 GISTERED C RC I TE C T Ir a) ''�� ��� VA1 MrGTON c4/24/03 18915 -142ND AVENUE OFFICE: TOLL FREE: R T H W E S T NE SUITE 100 WOODINVILLE, WA 98072 (425) 485 -4900 FAX: t 425 !` 487.6585 1- 888 - 272 -4100 WWW.ARCHITECTSNW.COM i PLAN M2 4c:1005F — I VouNDAT A vein SIMIALL NOT INT1E EM =TN MKT LOAD Pane Or cot moss 1 ■ IS Ts * r Fvrr dalimor Molls _ l • Craiww Alma - 34.i! s' Vertiracr R ooNortd 1319 5 s` "'Si = '251e 5 s gek: Notwis R!auned = T :56 51 s 'Vert Arla = r' 63 s P T t *4 • " ` •∎ert s anti = t _:., J s %Awaittacr o*0o►adled _ • 3.'3 ?C s s Great, " `r '_ s NournuH3n NouvaNnoAJ • • a ' I • kV ti P I • • •� br0 ;11 ° !c 60 t11 11/4) tz4)• ;otiso io!or' • o • ♦uN 114 010 NWi ;;Iig I S .5A )1c 1:i ! J Ji t $ 00 t$ $f gi 4:t 0 O 3 a t ) 1 0 t t z • 5 tT • 640 40(s&tow iWril I ao 1°ir 14816 V:1 1410gh 11 O z • M cS O O X1 D 3 z r z c r, ( , P!' •f I -a C ICJ c,) � r • • 18 CONT, BLKG. SCISSOR SC I SSO - TRUSS SCISSOR 4 T L I GHT/ LAM. GLASS 4x12 DF *2 II' L. END J ® 24" 0. 2xI2 RA l 3/4 x 1I 1 1 ML4 4 tE IiIiIiI III ■I -ICI HIP TRUSS GIRDER HIP TRUSS HIP TRUSS GIRDER HIP TRLSS HALF SC I S50R TRUSS IO" SOLA TUBE HALF SCISSOR GIRDER GABLE END UI Q O.H. CO h D to • • 4' -0" it • I8 ROOF BEARING • + -0" A.M.F. (2) F.J. x1O F.J. 16" 0.0 (2) F.J. 2' -4" 0 A-6 o 0 . � 4 -a • > t 0 t V' 0 z rn 14' -O" e MST48 SRAP UP USE S I MPSON P844 a POST I6' -3" R.O. 4x10 D.F. *2 4' -0" • • • 4 • BUCK —OUT FOR FURNACE 14 • 9‘6 IV i 4 ' -0 " • • • 2 o: 5 ' -0 ," 0 4'-O" 46 3'-O" 4x8 P.T,. 4x8 P.T _ . 17.F. — M 3 • r ; 5 12 5' —O" 8._3'• R.O. 11' -O" 2 1_ 6 " • 11 1' -10 1/2" 52' -0" OVERALL 4' -4 p. X • N L 4 -0" 10' -0" 2' -IO" — M5T48 SRAP UP USE SIMPSON P544 • POST I6 "X24" (MIN.) CRAWL ACCESS INSUL. I H.S. m ut 4 3 22'-0" 4 2x8 P.T. LEDGER VW 3 /8 " PIA. x5 "LAG SCREWS • 16" O.G. 6' -2 RAKE WALL 12' -0" cp P.T. 4X10 D.F. *2 5 -10" 18" 0.14. 2 -0 • rat z r -I tp 0 0, 1 j •i ,•t.,J 1 p A Y pli lirill 1 1 Pi 04 t ilifi i,qi 1404 E � 1 �y� i q A s U y P 9' C P-4 PI -3 I 1 4A/ ARCHITECTS PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION f OR EACH STRUCTURE BUILT FROM THESE PLANS. COPYRIGHTED ACCORDANCE ANY METHOD OF ALL OR PORTIONS OF THES PLANS N' VARIATIONS FEDERAL STATUTES. REPRODUCTION B NS THEREOF WITHOUT WRITTEN PE Rlvl1S• Si FROM ARCHITECTS NORTHWEST. INC. IS STRICTL PROHIBITED. THESE . SE DRAWINGS AND Pt ANS SET FORTH ON THIS SHEET AS INSTRUMENTS flF SERVICE ARE, AND SHALL REMAIN, THE PROPCRTY OF ARCHITECTS NORTNWI.ST, INC. < 1 I § (jm Ai :;1:.1 sti TliAliA )ita4 f D 41!..1 ;t, h <� N Y ,7 S i ti 1 0 n° R 112' P' _'+',40010 oR 05e EGU _ ri old (CAN 4 5 • 4• O.C. l V = 304 "L-F : Bbd • 4' o_G. oR 545' 4 eoLTs • 36' o_C. To ccxIc- V : r4P! PLF . VisCZ;$145Er4°°C) °ZS o<.�8 ECiIrr�'8d ;�-,� "�► �5 • b' JaG • 5' oG. oR 5/b' 4) eOL 15 • 4P!' C3_G. TO GCMG. L SGHE]7Ul g t T N T H W E T 18915 -142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: 425 485 -4900 FAX: 425 487-6585 I TOLL FREE: 1-888-272-4100 WWW.ARCHITECTSNW.COM ■ 9' C +• 5 ' 1' 1v 4 :fi k • l 1 ' ~ u 'CTI 5 ` '' sw ?" -' AN" a :a a MK a' a SYMBOL ILOCATION 4A/ ARCHITECTS PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION f OR EACH STRUCTURE BUILT FROM THESE PLANS. COPYRIGHTED ACCORDANCE ANY METHOD OF ALL OR PORTIONS OF THES PLANS N' VARIATIONS FEDERAL STATUTES. REPRODUCTION B NS THEREOF WITHOUT WRITTEN PE Rlvl1S• Si FROM ARCHITECTS NORTHWEST. INC. IS STRICTL PROHIBITED. THESE . SE DRAWINGS AND Pt ANS SET FORTH ON THIS SHEET AS INSTRUMENTS flF SERVICE ARE, AND SHALL REMAIN, THE PROPCRTY OF ARCHITECTS NORTNWI.ST, INC. z� 5048 , - , EGISTERED �' HI i/Ar - , l � / _� j i .. - • ' VS of AS TON cfi/24/O3 6 1 - I N T H W E T 18915 -142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: 425 485 -4900 FAX: 425 487-6585 I TOLL FREE: 1-888-272-4100 WWW.ARCHITECTSNW.COM N fans to vent to outside '/1r flier nequremaMs of 2001 YVSEC / 2000 VMO newt be me! 'P) ‘!!. SYMBOL ILOCATION t 1 6 1 - I [ MIN CFA = 105 MAX CFM = 158 (IAQ Table 3-2) (based on 2.516 s f floor area & 4 bedrooms) lbw r*Wig Q 0.25' WG `vrfsole house tans located 4 ft or less from interior grde to hi e a sone rating of 1.5 or less measured e 0 r we horse f a r o may be o i d whew using OPTION 2. Agrilerd oboe mien OPTION 1(ViAQ 3S3 in Mier 100 dm Q 025' WG (VLAQ Table 3-1) (Range hood or doyen draft exhaust fan rated at min 100 dm at 0. 10" WG may be used for exhaust fan requu cement I I O25- WG (W►a Table 3-1) 1 [MINIMUM FAN REQUIREMENTS , re VENTILATION AND INDOOR AfR QUALITY CODE DULI a a E • t • i 'O 1:: 1 11211i Hft W hiik b : it I 40 TA;ti ill 14 ir! ri tc 3 0 t N sok P ? * 4 v+ ul (9 u r a 11 §o N' i. 0 t0 • • F a W z i O z r O O �1 r z i 1 c-) r - .4 I\.} Li ■ to b ...4 1 r 4 1 -0 " 4 1 -0 " - - ,�� + ! FURN, 1 5 ° 4 ° FI X S.b. F'I -6 IO' -O" 10' -4" R. • S. R. s S. 61 x - " O. IND 5 ° 6 ° BF 1 1 - 0 11 D. Y.T.O. I ' - 61 65/4x 166LB 24F -V4 6'- " H. FRAMED k' ALL ON RAI5E13 CURB 2'- ro rit U) 9 5 b � 2' -4" g' -8" 3 1 -8 " 14 -0 8 °542DOUBt,.E SLIDER • 5 I/8 x q &LB 24F -V4 18.5 LF CONT. 2 U1 i -= § ■•■•■ .11■• D kpl rn 0X t o o:11 LINE OF WAIL ABOVE 8 16 ° 8 ° O .H. 130oR m A 3 r 5 1 /2 x i 6 .oe i q' 3o GAS. 3 1 -8 " 2' -4" ±'1 ( . JI O 0 7 f 301-0 C' 6 ° 6 6 MIRRORED B I -PA55 LINEN N 4 -0" 32"x60" TUB /SHOWER R. # S. R. 4 5. n 21 P1-4 2 1 -0 " ma 14' -O" 06 ° 16 ° BF '_ k) lc- = 1 lu (2) 3 S.H. P1 -4 2 ABOVE PI-4 Y� 6x6 HDR. 0 +6' -10" - STAN. INDYY. 4 TRANS. 3 -0" 1102-d C' M.G. x4; 34 1 -0 }t bQ 31 -6" 61 -0" 6' -O" 4' -0" Us w 4' D Cpg 4. Ildgr 416 ( 91- 4 7 ' 1 y� 5 I/8 x 10 1/2 GLB 24F-,L4 FLUSH BOTT. 4' ao 8 rf_ 0 .a S' -O" � 16" r 24F -V4 N 3 1/6 x 18 bLS 501 -0" • b g 0 11 -0" ° 6 0 0.H. 000R 4x I2 DF *2 II' L. 6 1_ 0 " 5 10 , -0 11 to •' W 4' 6' -6" H. FRAMED NALL ON RAISED CURS o■ • W I O ci 6'-0" 52' -0" OVERALL U1 3 -4" 16" I It 11 (o N 8 °4°DBL. 5L1D3R 5' -10" r 24" x « X -51 2C 4' -0" O NZ itt 4 1_ 0 " m 3 PLANT SHELF • 4'-0" ABOVE FINISHED FLOOR 3 3 6" 4 ° 3 6 5LIDER 4x 1 0 17F *21 to p A 4'-O" 5 1_ 0 " 6 1 -0 " 6 -I <A 0 0 0 r Cp z 4' -2" 4 ' -0 " 1 0 14 4 5,_8" 1. 4 ' _ 0 " L 1 G . O 1 1 L Vi Ul X I O \ \ r 5L G.J. 4' 6 5LD 2x6 G.J.I. 16" O.G. w m 2 5.6. U) �X 2x6 16" O.G. t 6 12 -0 1. 12 1_ 0 " (2) 3c T 12' -0" d z z 6 -0" (2) 3 ° S.H. m 2 ABOVE VI/ 6x6 HDR. STNN. YON. I TRANSOM P1 -6 .S/ C' O d A F- r 2 1 -0 C' 1 O a O I_ I - - 1 ',5046 GISTE RED ArRC ITECT &Mir V Ar l i W.% GTON • /24/03 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 f'ERMISSIO� FROM ARCHITECTS NORTHWEST, INC. IS STRICT' Y PROHIBITED. THESE DRAWINGS AND PI ANS SE' FORTH ON THIS SHEET AS INSTRUMENTS Of SERVICE ARE, AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST. INC. R1 100 1900 1100 I M24qOGSFH A% : R 4 .' �."'. U .i a-; A`iiA b 5/ /6 1 i " . "1 - Nif0 a liW 0 F1; ;Pliii 41>li' 0 , i 0 1/ 10 8 �o (� 11; R� ! g ll g Pi i.F, P2-3 y = "5 PLF i PL Y1F1 00 OR OMB EQJI. f2 S vev riled (64.1N 4A LS • 3' OC 6E: 34,5* x 5" LAS 5G • to" O.G_ OR 5n!" 0 BOL'T'S • 24' O .G. TO GCPC_ ME 1404. 3' NOM _ 5TUD • AD.O *1b PANELS EDGES_ . I P? -3 V =354 __ ' PL" OR 058 EGiLi4L, r ./8id ( '►ifr M 5 • 3" O_G Bbd • 4' O_G_ OR 5/D SOL_ rs • 24' O_G_ TO GONG Pt-4 V : 3p4 CIF ' PLYY� OOD OR 05B Ems...t'bd i "fa�1 ►t hJ� LS • 4' O_G. ANCO RASE: d • 4' O G. OR 5 40 BOLTS • 36 O.G. TO C.O,G P1-6 v = q IPLF , vO' `'Y�c"X7D OR O5B L r. bd � ,*. *L s b' ,G. J ; E rbd • 5' O O4 5'b t� 8 . L_'r5 � • 48' OO TO GC7"VG. 1 SHEAR NALL SCHEMA iF TABLF s f • dr i 7 rf ,, r11 ' if „1 r 1 0 qP4i a6�g 0. WP! • 0 kr, uitp u2 d V 11 0 .• I �. • N H z r O 0 p 3 z r z Q e•A ►�a WO VW, of PLAN M24qOCSF- 0 €„f *,D x N J • oy 0 C' N uo 6 5/4 x 16 6LB 24F -V4 14' -0” LONG i Id;X 0 0 (� r 2 X 10 FLR JOT • 16 " O.G. 5 1/6 x q 61.13 24F -V4 bs a a N O n k 0 0 0 �r BLOCK I Nc5 UNDER BEARING WALL ABOVE 5 I/6 x 15 1/2 GLB 24F -V4 x Iq' -O" L. 5 I/6 x 16 GLB 24F -V4 x II L. X 5 1/6 x 10 1/2 GLB 24F -V4 UPSET FLUSH 4x10 - BLOCKING UNDER BEARING WALL ABOVE i-- ��-- -ii -=——d 4X12 DF 2 x 11' -0" LONG 1 N 0 i )). z it O► ou 6X10 DF *I BOTT. 0 4 1' -0 " A.M.F. gr x 1;;S r a 4X10 DF *2 O im ('z x 0 to w n / / \/�/ NORTHWEST 18915 -142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: (425) 485 -4900 FAX: (425) 487 -6585 TOLL FREE: 1 WWW.ARCHITECTSNW.COM -- -- 2x10HF #2 x 03 r 0 n -{ 2x10 HF *2 x 0 0 n z •u • X O 0 r N 0 • O A 1 N r n x 0 O t' A z JOI5T5 ! 16" O.G. 2X10FLR 11 11 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 PERMISSI FROM ARCHITECTS NORTHWEST, INC. IS STRICTU Y PROHIBITED. THESE DRAWINGS AND PLANS Sf T FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY Of ARCHITECTS NORTHWEST. INC. 5046 GISTERED RC ITECT Q/24/05 GLAZING SCHEDULE PLAN M2 -1 ROOM a OF WNF)S Lower Roof WND H MANIA FRAME. TYPE WDW TYPE #)DEL NO AIR GAP GAS 10 E U VAL (1) AREA UA MAIN FLOOR DEN 2 3 00 5 00 Mil GARD VINYL. SHUNG 5220 1 /2" AIR YES 0 39 30 00 11 70 1 40 14 63 2 80 DEN 1 3 2 00 2 00 Mil GARD VINYL PICTURE 5320 1)2" AIR YES 0 35 4 00 2 50 5 00 Mil GARD VINYL S HUNG 5220 112" AIR YES 0 39 37 50 LIVING 2 2 00 2 OOMII GARD VINYL PICTURE 5320 112" AIR YES 0 35 8 00 DINING 2 3 00 5 00 MILGARD VINYL S HUNG 5220 1/2" AIR YES 0 39 30 00 11 70 KITCHEN 1 4 00 3 50 MILGARD VINYL SLIDER 5120 1/2' AIR YES 0 38 14 00 5 32 NOOK 1 5 00 MILGARD VINYL CASE 5521 1/2" AIR YES 0 36 15 00 5 40 NOOK 1 _ 5 00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0 35 15 00 5 25 FAMILY 1 r 18 8 t0 N 5 00 3.00 MILGARD MILGARD VINYL VINYL SLIDER CASE 5120 1/2" AIR YES YES 0.38 0 36 40 00 6 00 15 20 2 16 UTILITY 1 5521 1/2" AIR UPPER FLOOR HIGH FOYER 2 3 00 3 00 MILGARD VINYL PICTURE 5320 112" AIR YES 0 35 18 00 6 30 M BEDRM 1 8 00 5 00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0 38 40 00 15 20 M BATH 2 5 00 4 00 MILGARD VINYL PICTURE ~ 5320 Ell ® 1/2" 1/2' AIR AIR AIR AIR ® ® ma YES 0.35 0 39 0.38 0.36 40 00 14 00 M BATH 1 2 00 4 00 MILGARD VINYL S HUNG 5220 8 00 3 12 BEDRM 2 1 500 3 50 MILGARD VINYL SLIDER 5120 5521 17 50 6 65 BEDRM 3 3 3.00 3 50 MILGARD VINYL CASE 31 50 11 34 PLAYROOM 2 3 00 5 00 MILGARD VINYL S HUNG 5220 ® 5320 1/2" AIR AIR YES YES 0 39 0 35 30 00 11 70 PLAYROOM 1 2 00 2 00 MILGARD VINYL PICTURE 4 00 1 40 WND. TOTAL: 388.50 145.27 DOORS WITH MORE THAN 50% GLASS NOOK 1 3.00 6 67 SIMPSON WOOD DOOR 6001 3/4" AIR YES 1 i f I I i 1 1 L L I 036 20 01 I 7 20 20.01 7.20 0.37 DOORS WITH MORE THAN 50% GLASS - TOTAL: AVG. U -VALUE (VERTICAL GLASS): SKYLIGHTS AND SKYWALLS STAIRWELL 1 4 00 4 00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0 54 16 00 864 M BATH 1 2 00 3 00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0 54 6 00 3 24 GLAZING % = AVG U -VALUE = (1) U- VALUES ARE NFRC CERTIFIED SKYLIGHT TOTAL: AVG. U -VALUE (OVERHEAD GLASS): TOTAL 1 = 430 51 S F = 22.00 11.88 0.54 AREA UA I 430 51 [ 164 35 TOTAL 1 TOTAL 2 17 11% HEATED AREA 256.00 S F. UA TOTAL (TOT 2) = 164.35 UA = 0 38 U -VALUE AREA TOTAL (TOT 1) 430.51 A OR OBTAINED FROM WSEC TABLE 10-6A, B. C, D OR E I b_____. I Lower Roof 304.6 GISTERED CRC ITECT dira f t 1 67.67 s f. 67 67 s f. x 144 si. / s.f. / 300 = 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 Pf.RMISS1 FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SE FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. Provide 1/2 ventilation at eaves. 1/2 above midpoint 8 min. 3 R. above eave vents UNLIMITED Eave Ventilation! R -30 Birdblocking = Eave Ventilation Req'd = Provide Mm VenMabon Provided = 4 71 S R. / I f. - 25% reduction = 32.482 S /2/si per I f = 5 1 f birdblocking. Ventilation = 17 663 s I is greater than 3 53 si /IT 460 I f 17 66 s 16 241 s I Req'd Upper Roof Vermltai ion - , Tx T Attic Roof Jack = Upper Ventdabon Req'd = Provide Venblaion Provided = NOR1 36 75 s I each 0 44 vents 36 75 s I 16 241 s I Req'd Use : (minimum) Use : (mininMnm) 5 U. birdblocking. Ventilation at 1 -7 roof jacks. Ventilation = 17.66 s.i. 36.75 s_i_ Total Min_ VerMiabon Provided = 54.41 s-i. IS GREATER THAN : 324$2 s_i. Req'd R -10 PROPOSED OVERHEAD U -VALUE 0 54 � 775" Ii 5 �n t�' R -8 6/ %b ROOF VENTILATION CHAPTER 6 PRESCRIPTIVE Standard Truss / Scissor Truss Roof Framing Assembly: Lower Roof Roof Area Ventilation Required 67.67 s f. 67 67 s f. x 144 si. / s.f. / 300 = 32.482 s i. Req'd Provide 1/2 ventilation at eaves. 1/2 above midpoint 8 min. 3 R. above eave vents UNLIMITED Eave Ventilation! R -30 Birdblocking = Eave Ventilation Req'd = Provide Mm VenMabon Provided = 4 71 S R. / I f. - 25% reduction = 32.482 S /2/si per I f = 5 1 f birdblocking. Ventilation = 17 663 s I is greater than 3 53 si /IT 460 I f 17 66 s 16 241 s I Req'd Upper Roof Vermltai ion - , Tx T Attic Roof Jack = Upper Ventdabon Req'd = Provide Venblaion Provided = 49 s I each - 25% screen reduction = 32 482 si /2 I s I of each vent = 1 -7 roof jacks VIl ndaabon = 36 75 s I Rs greater than 36 75 s I each 0 44 vents 36 75 s I 16 241 s I Req'd Use : (minimum) Use : (mininMnm) 5 U. birdblocking. Ventilation at 1 -7 roof jacks. Ventilation = 17.66 s.i. 36.75 s_i_ Total Min_ VerMiabon Provided = 54.41 s-i. IS GREATER THAN : 324$2 s_i. Req'd ROOF VENTILATION CHAPTER 6 PRESCRIPTIVE Standard Truss I Scissor Truss Roof Framing Assembly: HIGH ROOF Roof Area : I Ventilation Required: 1504 s.f. 1504 s.f_ x 144 si. I s.f. 1 300 = 721.92 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above eave vents UNLIMITED Eave Ventilation: R -30 Birdblocking = Eave Ventilation Req'd = Provide : Min. Ventilation Provided = 4.71 s.i. / I.f. - 25% reduction = 721.92 s.i. / 2 / s.i. per I.f. = 103 I.f. birdblocking_ Ventilation = 363 -85 s.i. is greater than 3.53 si. /If 102.18 I.f. 363.85 s.i. 36096 s.i. Req'd Upper Roof Ventilation: MAX VERTICAL U -VALUE ALLOWED 0 40 Tx7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = 49 si. each - 25% screen reduction = 721.92 si. 12 I s.i. of each vent = 10 -7"x7" roof jacks. Ventilation = 367.50 s.i_ is greater than 36 -75 si. each. 9.82 vents 367.50 s.i. 360.96 s i. Req'd Use : (minimum) Use : (minimum) 103 I_f. birdblocking_ Ventilation = 10 -7"x7" roof jacks. Ventilation = 363.85 s.i. 367.50 s.i. i Total Min. Ventilation Provided = 731.35 s.i. IS GREATER THAN : 721.92 Si. Req'd 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE PROPOSED INSULATION OPTION NUMBER IV CEILINGS R -38 MAX GLAZING PERCENTAGE ALLOWED UNLIMITED VAULTED CEILINGS R -30 PROPOSED PERCENTAGE GLAZING 17 11% ABOVE GRADE WALLS R -21 MAX VERTICAL U -VALUE ALLOWED 0 40 BELOW GRADE WALLS (INTERIOR) R -21 PROPOSED VERTICAL U -VALUE 0 37 FLOORS OVER UNHEATED SPACES R -30 MAX OVERHEAD U -VALUE ALLOWED 0 58 SLAB PERIMETER R -10 PROPOSED OVERHEAD U -VALUE 0 54 DUCTS IN UNHEATED SPACES R -8 MAX DOOR U -VALUE ALLOWED 0 20 PROPOSED DOOR U -VALUE 0 20 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: ELECTRIC RESISTANCE (BASEBOARD I UNIT HEATERS) CONDITIONED SQUARE FOOTAGE X .005882 = 14.80 MAXIMUM KW OUTPUT OTHER FUELS CONDITIONED SQUARE FOOTAGE X 20 = 50320 MAXIMUM BTU OUTPUT • WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHOD J L. r4 1 WHOLE HOUSE VENTILATION USING EXHAUST FANS (VIAQ 303 4 1) MIN CFM EXHAUST FAN FLOW RATING PER VIAQ TABLE 3-2 , NOTE: THIS IS THE ONLY OPTION THAT REQUIRES A WHOLE HOUSE FAN - J 2 WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED AIR HEATING SYSTEM (VAC) 303 4 2 INCH SMOOTH OR 8 INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAG TABLE 3-5 MOTORI 0 DAMPER MANUAL DAMPER MEETING VIAQ TABLE 3-2 FLOW RATES 105 CFM r` _1 AUTOMATIC FLOW REGULATED DEVICE O T' �, 3 DRAFT WHOLE H SM00 DA HOUSE VE ECTION NTILATION USING A SUPPLY FAN (VLAQ 303 4 3) NCH FLEXBLE OUTDOOR AIR INLET DUCT PER VIAC) TABLE 3-6 L K - OR S EL _ I CALIBRATED MANUAL VOLUME DAMPER l _l MANUAL VOLUME DAMPER AUTOMATIC FLOW - REGULATING DEVICE UPTIO 4 WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM (VIAQ 303 4 4) FtC/UR j 4 MIL POL Y WALL �I 4 MIL POLY x J FACE STAPLED BACKEDBATTS Ck H ING I 1 4 MIL POLY 1 FACE STAPLED BACKED BATTS Li PLYWOOD W/ EXT GLUE I I f • 1 NCT REQUIRED IF VENTIL ATION SPACE AVERAGE 12" ABOVE INSULATION FACE STAPLED BACKED BATTS I 1 PVA PAIN1 PVA PAINT VAPOR RETARDER L 16HT WELL LIVIN6 5/8" bWB CL6. TYP. Ira 401) TONI VW �s��i �itiViTi�gINASPILAYINfge tlititallalitAINPAPIitlitiktt,12e 111111111111111�1�1�101�1�1�1�1�1�1�1�1 .' rii/It =1 1 �'������ ������ � ,�+ '�� ���' �������� �������1 �'������ �������� ���t�i� ����,�e� ���t�'.�1 ����i��l ,�i�i�i�l �������Ir�������� �������L ����� I �i������r���� �'����� , �������1r�������1rr��r��i ''�Lfr�������I ��i�i��� �������I �������(����a�l ��r��� ������� I 1 1 1 1 1 I I I I 1 IW� SO`I A SI ww1LIMIW.w EtittA� MMLIA1.11I�I) SIMPSSON U210. -' Ix6 TRIM OVER 2x 12 BARGE BOARD. 2x12 RAFTERS ® 16" O.G. R -38 CEILING INSULATION In d• T.O. RIDGE T.O. PLATE COMPOSITION SHIN&LES OVER 15* FELT ON 1/2" EXT. SHT'HE,. PRE- Et*SINEERED IRISES 0 24" O.G. R -38 ATTIC INSULATION. INSULATION BAFFLE TO EXTEND 12' BEYOND INSULATION. VENTED BLOGKIN6. 7x8 FASCIA YV(f COW. NE`1'h_ 6UTTFR. 3/4' T; b PLYAD. SUBFL. ;4 lRi -3D FLOOR 11N5i, L A►'")"I 2x,2 BEL .Y BAND. Iii Nir50 6 RADE_ SLOPE Ar id r F'RC*4 5TR CONC. FOUNDATIOki SEAM PER PLAN 4 SKYL I TE W/ LAM. GLASS POSTS AND BEAM PER PLAN BUILDING SECITION POSTS AND BEAM PER PL AK 12 12 BUILDING SECTION 'B' 5..14" • t 12 12 10" SOLATUBE 6 MIL BLACK VAPOR BARRIER. T.O. RIDGE COMPOSITION SHINGLES OVER 15* FELT ON 1/2" EXT. SHTHG. PRE - ENGINEERED T to.USSES • 24" O.G. R -38 ATTIC INSULATION. INSULATION BAFFLE TO EXTEND 12" BEYOND INSULATION. VENTED BLOCK I N6. T.O. PLATE 2x8 FASCIA W/ CONT. METAL &UTTER. EXT. FINISH PER ELEVATIONS. 3/4" T4 6 PLYWD. SUBFL. 2x 10 FLOOR JOISTS TYP. PER PLAN. T.O. SUBFLOOR T.O. PLATE R -2I WALL INSULATION. 2x6 STUDS o 16" O.G. 3/4" T46 PLYWD. SUBFL. R -30 FLOOR INSULATION. 2x 12 BELLY BAND. T.O. SUBFLOOR FINISH &RADE. SLOPE AWAY FROM STR. GONG. FOUNDATION. 12 • ".O. T.D. SUBFLOOR T.O. PLATE IA.. /. VAV.7AVAIPA I I /I !W1► Ili %% WI% MN ' " , 1 f a ll! 1 WW111 4 ', NAS ! S'iMIN !llWe * K.TC h BEYOND 3-GAR l &ARA6E BEDRM 4 CID APPItCret t . i Pl 1, - 2 3 7 66] i of ROCS SEAR S1.5 • SAR._ i• vii SE 2 ) • 28 13/16 File: D03 -0301 35mm Drawing WATER SERVICE LINE s I DE SEWER LINE I --E —E —E —E -- NEW UNDERGROUND ELEC./PHONE/04E SD — — S 4 SD RA IN DRAIN GAS — GAS — GAS NEW GAS LINE Lot 4, of Cascade Glen 13218 38th Place South TAX #: 142260 -0040 TI.csc plans have been reviewed by the Public �y (irks Department for conformance with current City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards or ordinances. The respon for the adequacy of the design rests totally wit designer. Additions, deletions or reviss to these drawings after this date will void t ttT acceptance and will require a resubmittal of revised drawings for subsequent approval. LOT 5 Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: Okbyx 1 O 0 t i FIRE HYDRANT 58.2/ N89773774/ NEMO orr �-- 5/4" WATER METER / I CONCRETE DRIVEWAY GAS --- GAS - GAS GAS — GAS E GAS -- GAS � — �E - —E =—E —E -- E ______—E — — 4" dla pert. tdn. drain # 4" dla storm drain LOT 3 ROCKERY WALL UNDER 4' TALL _ GAS ASS �A � r N83-74:59 r 1 21.7 0 ' 1 11111111 I1111 11 111I11111111111 1 11111111111111111111111. 11111111111111111111111111111111111111111 Inch 1116 ♦Y FS O Since 8 7 1 . 1 " 9 1 l b E l l Z 1 OIL I6 19 IL 1 9 IS h I£ IZ " I 11 111111111 111111111 11111111 111111 111111111 I I I I I i I I 1 11111111 111111111 111111111 111111111 111111111 I I I I I I I I I I I II 11111 111111111 I I I I ( I I I I 0 �\ SITE PLAN I, 0 ' 4 _ _ - TUB 1' RM DRAIN 5 \\ S � ° S\ \5IDE SEWER °s • RECEIVED CITY OF TUKWILA SEP 2, 5 2003 PERMIT CENTER 170•3---30( (A