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HomeMy WebLinkAboutPermit D03-112 - CASCADE GLEN - LOT 7D03 -112 Cascade Glen —Lot 7 13219 38th Pl. So. doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600070 Address: 13219 38 PL S TUKW Suite No: Tenant: Name: CASCADE GLEN - LOT 7 Address: 13219 38 PL S, TUKWILA, WA Contractor: Name: J A K DEV & CONST CORP Address: 13407 51ST AVE WEST, SEATTLE WA Contractor License No: JAKDECCO23NS Public Works Activities: Channelization / Striping: N Curb Cut / Access I Sidewalk / CSS: Y Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N DEVELOPMENT PERMIT Owner: Name: DREAMCATCHER HOMES, LLC Address: 13619 MUKILTEO SPEEDWAY, D5, LYNNWOOD, WA Contact Person: Name: JAY KEIROUZ Address: PMB 1190, 13619 MUKILTEO SPEEDWAY, #D5 Permit Number: D03 -112 Issue Date: 06/02/2003 Permit Expires On: 11/29/2003 Phone: 206 300 -6874 Phone: 206 300 -6874 Phone: 206 - 300 -6874 Expiration Date:09 /04/2004 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,330 SQ FT SINGLE FAMILY RESIDENCE, 648 SQ FT ATTACHED GARAGE AND 108 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, STORM DRAINAGE, STORM DRAINAGE FOR ROCKERY, AND LAND ALTERING. Value of Construction: $ $232,265.28 Fees Collected: $3,305.61 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 100 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Private: N Profit: N D03 -112 Public: N Non - Profit: N Printed: 06 -02 -2003 kls: .i.i tip wi ;Lti.;n n...rte:u a Ny..xc�mt' a:wa SwGUpor:N.r.nrn r., 44,/41:: Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N N Private: N ** Continued Next Page ** D03 -112 Public: N Printed: 06 -02 -2003 w ce 6 JU 0 OY 0) - W = J H N tL W0 2 g co a CI H =, Z H I— 0 Z �-. 11.1 ui p . O N 0 I-- W W , I O .. Z W U = ` O F -. Z Permit Center Authorized Signature: _.xi doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 003 -112 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construc on or the performa of work. I am authorized to sign and obtain this development permit. Signature:_ Date: 6(2 (t Print Name:. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 06 -02 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600070 Address: 13219 38 PL S TUKW Suite No: Tenant: CASCADE GLEN - LOT 7 PERMIT CONDITIONS Permit Number: D03 -112 Status: ISSUED Applied Date: 04/17/2003 Issue Date: 06/02/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: 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. 15: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 16: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 17: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. doc: Conditions D03 -112 Printed: 06 -02 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 303.1.3.). 18: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 20: 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. 21: Any material spilled onto any street shall be cleaned up immediately. 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 23: 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. 24: The Land Altering Permit Fee is based upon an estimated 100 cubic yards of cut and no fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 25: 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. 26: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 27: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be.a maximum of 15 %. 28: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 29: All conditions of the Hillside Homes a.k.a. Cascade Glen plat approval shall be met. Refer to permit nos. MI2000 -278, L99 -0023 and L99 -0024. The Geotechnical Engineer shall provide certification on a lot by lot basis, including excavations for rockeries, that the work has been completed in accordance with all geotechnical recommendations. 30: 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. 31: Install yard drain(s) and perforated pipe drains along the driveway, as necessary to prevent on -site ponding. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Conditions D03 -112 1[' 4Cx9ksD ?tL}MWf'g£T.0.*M /•t•R.H,i�K�m .w7tr rv._„ n. r. yvcr• r. ��errnr ^r.�vrrE�:°'X4r,;�;!f;'7$:"K'., "`�2%n {�.�7 Printed: 06 -02 -2003 tl+ e�id4�:tavlY.etL`i4W�Ai+1.ls.`: Signature: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Print Name: c rt •"Zs) -e -: D03 -112 Dater / Printed: 06 -02 -2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: Site Address: 13 Z )cJ ?jR) ceL S'TH ��3 t LA - Suite Number: Floor: Tenant Name: CAS ey� V G L? t\. LO New Tenant: D .... Yes D ..No Property Owners Name: ' � f i � L t i �Q. __. 1 -' € , LL �— Mailing Address: l 115 13( MU t cr ID S L`re.o. L sJ State Name: Mailing Address:�`1 E -Mail Address: -S e--E" c`� cS Z G t_ - Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: \applications\permit application (3 .2003) 3/2003 .7 • - t 1* - -1 C � Page 1 uilding Permit info. .: Mechanical Permit No. -: Public Works Permit No. Project City Day Telephone: CO494) 3 z17e 6 a 72 City Fax Number: ( z State Zip 741 z6 3 �, City State Zip Day Telephone: @ 3 6v 8 76 Fax Number: 61' Z 71{ / Z 40 324 Contractor Registration Number: , 2 Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ,ARCHITECT,OF RECORD — All plans must be wet stamped by. Architect of Record Company Name: Mailing Address: Zip Contact Person: E -Mail Address: State City Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record State Zip Gj BD3 Zip City Day Telephone: E -Mail Address: Fax Number: iia. tls pturu I p: i ∎FRMIT :INFORM. _ PION -206-431-3670 Valuation of Project (contractor's bid price): $ RIO/ (>0 Existing Building Valuation: $ Scope of Work (please provide detailed information): CZ> N uJ ('1,1 LE FA. M.1 L Will there be new rack storage? ❑ ..Yes [‹: No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches).! *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No if "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0.. Sprinklers p ..Automatic Fire Alarm [None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes", attach list of materials and storage locations on a separate S -1/2 x I 1 paper indicating quantities and Material Safety Data Sheets. 4pplications\pctntit application (3.2003) 3/2003 l'age 2 ..� wis�4v,. C., .�i l'AIAq f'Y ,aa �,tr i.� f' n ?ss fl3t'Rar 1 x" a:l. Yr2l tw ihkait!(xlx 1 h fef+ �v�t°v 400 dh �. vat ae Existing Interior Remodel Addition to Existing Structure . New Type of Construction per UBC Type of Occupancy per UBC l't Floor 2 "° Floor 113 S v /. 1 3 Floor .Floors thru ...----' Basement Accessory Structure* Attached Garage 'g L( /J R- _ 3 Detached Garage .../— Attached Carport — Detached Carport • Covered Deck /D Uncovered Deck pturu I p: i ∎FRMIT :INFORM. _ PION -206-431-3670 Valuation of Project (contractor's bid price): $ RIO/ (>0 Existing Building Valuation: $ Scope of Work (please provide detailed information): CZ> N uJ ('1,1 LE FA. M.1 L Will there be new rack storage? ❑ ..Yes [‹: No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches).! *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No if "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0.. Sprinklers p ..Automatic Fire Alarm [None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes", attach list of materials and storage locations on a separate S -1/2 x I 1 paper indicating quantities and Material Safety Data Sheets. 4pplications\pctntit application (3.2003) 3/2003 l'age 2 ..� wis�4v,. C., .�i l'AIAq f'Y ,aa �,tr i.� f' n ?ss fl3t'Rar 1 x" a:l. Yr2l tw ihkait!(xlx 1 h fef+ �v�t°v 400 dh �. vat ae Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0,, Water District #I25 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Sewer Use Certificate F t o wiky f \1 t u 10 - Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Highline ❑ ...Renton �,. ValVuc ❑ .. Renton ❑ ... Seattle 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) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold I- Iarmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ... Construction /Excavation/Fill - Right -of -way Non Right -of -way yc_ VIL.Total Cut / (12 Total Fill cubic yards cubic yards EL..Sanitary Side Sewer ❑ ... Cap or Remove Utilities ❑ ... Frontage Improvements ❑ ... Traffic Control ❑ ... Backflow Prevention - Fire Protection Irrigation Domestic Water ®= .Permanent Water Meter Size... /e " ❑ ... Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ... Sewer Main Extension Public _ ❑ ... Water Main Extension Public FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: \applications \permit application (3.2003) 3/2003 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line )1 11 WO# WO# WO# Private Private ❑ .. Work in Flood Zone ❑ .. Storm Drainage Number of Public Fire I-Iydrant(s) ❑ ...Sewage Treatment Page 3 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size Day Telephone: Mailing Address: Zip City City State Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: State Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU 1 Air Handling Unit >= 10,000 CFM I Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 4 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent I Hood 50+ FIP/1,750,000 BTU 1-Ieat/Refrig/Cooling System l Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind CHANICAL PERMIT INE _ L (MATION - 206 =431. 3670 MECHANICAL CONTRACTOR INFORMATION Company Name: ..S•1,1-4 C Mailing Address: - 1.- -) h IS 11 cj © 13 6 I M iG I l Q S c c.��Y p 4 --Y,') tz 8 e Cit State Zip 9B O 3 Contact Person: v Z Day Telephone: b) ;e , r) 5 a 72-F E -Mail Address: , �� � t�'Z, Q 7 • CC Fax Number: 4z 71-/ I -7G)4 Contractor Registration Number: 5 Expiration Date: 974/ * *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): $ itt90 Scope of Work (please provide detailed information): ( a,.� t L (— c _c_6. t' - 'G L T` oFS / Use: Residential: New .... LK Replacement .... Commercial: New .... D Replacement .... Fuel Type: Electric El Gas.... Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES - Applicable. to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT 1 I -LAVE READ AND EXAMINED TI-IIS APPLICATION AND KNOW TI-IE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASI-IINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE OR AUTHORIZED A T: Signature: Print Name: c � I Ak 1e L.) '7 Mailing Address: I Date Application Accepted: \applications \permit application (3-2003) 3/2003 Page 4 Day Telephone: (z) -v3-cs ‘13 Z City Date: Gf /i `7lrS State Zip j Date Application Expires: Staff Initials: 4Y ii Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600070 13219 38 PL S TUKW CASCADE GLEN - LOT 7 R03 -00674 SKS 1165 DREAMCATCHER HOMES Payment Check 2187 ACCOUNT ITEM LIST: Description BUILDING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Description RECEIPT Permit Number: Status: Applied Date: Issue Date: Amount 1,925.55 Account Code Current Pmts 000/322.100 000/342.400 000/345.830 000/342.400 000/345.830 000/386.904 Payment Amount: 1,925.55 Payment Date: 06/02/2003 11:05 AM Balance: $0.00 1,738.55 37.00 23.50 61.00 61.00 4.50 Total: 1,925.55 D03 -112 APPROVED 04/17/2003 9207 06/03 9716 T01 4 6075.70 Printed: 06 -02 -2003 c ao.t.4 ,ata. Parcel No.: Address: Suite No: Applicant: Receipt No.: R03 -00478 Initials: SKS User ID: 1165 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 CASCADE GLEN - LOT 7 Payee: DREAMCATCHER HOMES, LLC TRANSACTION LIST: Type Method Description doc: Receipt Payment Check 2137 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE RECEIPT Account Code 000/345.830 000/322.100 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,380.06 Current Pmts 1,130.06 250.00 Total: 1,380.06 D03 -112 PENDING 04/17/2003 1,380.06 04/17/2003 03:23 PM $1,743.05 7707 04/10 9716 TOTAL i390.06 Printed: 04 -17 -2003 r 1 r ir ( ,4 Proje : j o r o C,o * Type of Inspection: , / 1rc, Address: Date Called: Specia Instructions: Date Wanted: fir, I0- �l a.m. ('" m ..! Requester: Phone No: f 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 pproved per applicable codes. Ej Corrections required prior to approval. COMMENTS: rV Wli (Ow\ i��--f � c irvAl - "Qv- Date: (0. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Propft: . t r ( (Act \-' lam{ -LYx Type o Insp ction: -et It hr, —1—kS Ic r /iL, Address: -1 t • 38 P\ $ Date Called: I al Instructions: Speci Date Wanted: a.m. p.m. Requester: Phone No: f INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206 431 -3670 U Corrections required prior to approval. COMMENTS: Inspector s Date: 10 0 ,. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje (` C( ca Ci ��^^r l� 1 fV\ ') '7 Type of Inspection: \ av\Sul c.4, G Addre ‘ 5 al9 38 - 7l 5 Date Called: 16 31 - 0 Date Wanted: \O'" 3 I - 03 a.m p.m. Special Instructions: Requester: �a r Phone No: Ib INSPECTION RECORD Retain a copy with permit ` 1/2 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: C rA,A,1 se( e Inspector: Date: 0 , , L(1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: Address: /I 3k 0 -S 5 io tl u j O Date Wanted: 1nf2V /v-3 a.m. P.m. Requester: . Phone No: ePO4 - c .-566 - 4 ?/ IOW 1 PeC _o 6 r -C / ...p L.Ace) (4-Y 1 t—E. C cza-w4 S:b i'k.-y Q-, w d - c U-A-t.A (q)- ''CL-V`-c& e ( vim Projecti Type of Inspection: Address: /I 3k 0 -S Date Called: /0 P.3 / Special Instructions: _ Date Wanted: 1nf2V /v-3 a.m. P.m. Requester: . Phone No: ePO4 - c .-566 - 4 ?/ '4 P ik ",�.Ttw DPO5 --o INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Poi- o39 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: lL) ) U7. $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: PrITA: -41 -cid- Type of Ins! -c •• : 3, _. • tzi Aclokess: s lot s 11 5 ate Called. V as (y3 Special Instructions: Date Wanted: Requester: %Ick • Phone No ,, ,-, ) V--oti.e) (J- alco --,-. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 INSPECTION RECORD Retain a copy with permit b--112 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Dates 2 z _ r•-• 7.00 REINSPECTION FE REQUIRED. Pr/to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro e ft: . d Ce Ci /9 - t Type of i nspection: 7 j /171" 1 .1 Y'ii � . A s � I�j X jet ate Called: 03 Special Instructions: Date Wanted. _ /'4Jc3 Requester 1 r �/ P ne No: 7 7 O 2 C.Pa. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ... 171Approved per applicable codes. PER (206)431 -3670 El Corrections required prior to approval. COMMENTS: Inspe Ej $4 pa 6 Date: - 4?- -o3 .00 REINSPECTION F E REQUIRED. Pri to inspection, fee must be ci at 6300 Southcenter Ivd., Suite 100. all to schedule reinspection. Receipt No.: Date: Pr•'ect: + Type of In p= ction: • � A : ' • ' ess � � �� ` � ID ate Ca led: � Spot Instructions: Date Wanted: a crtr Requester: A) C ' 4 P one a ' '. �.+ " bL e�i'.'rS•l, tl4i. � ' �..:l:it' :v::`.•:k INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: U \p S 4 etlr> Yrc C OQ- ' `e ( - 1 r\c t o g .4. "tin Date: 8 PERM T NO Corrections required prior to approval. � —OP?, $47.00 $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: Pr Act: CrIL Type of Inspec ion: A d al ?� (.5. Date Called: 1' (..) fi 3 Special Instr I �f �` _ Date Wanted. a.m. Requester: Phone No: ( ear OW 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: RE UIRED. � Dat FEE schedule p e e reinspection. Receipt No.: Date: prfject: V a 64 C il l'At Type of Inspp iqn: , ( ocV14/1 Address: .. ) s i? Date Called: Special Instructions: l balif (fin Date Wanted: f/SIO-3 a.m. Requester: Ph)1 No: CPPCe 731D - 7 • . ' to INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 .roved per applicable codes. Corrections required prior to approval. COMMENTS: ,a/tn." OA. p 4 .00 REINSPECTION FEE REQUIRED. P rior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R eipt No.: Date: Date: INSPECTION RECORD Retain a copy with permit (206)431-3670 COMMENTS: 0 Puy-/ ,e,41.-1 ad )41''J v ,..7) /aF 71,4, jA/( YI(6S'gs C e--✓S 6 r .1 6r5e /;' 2rf/, 7 5 6 >vO rnv ��1 �-; /-4 � 7 4) D.Z _id ?(5C A -..3 s .6 074 ,s" / V-- S 6AJ ,/3 r.t" 1 015 % S� / S) / , P-�/ v/ - ✓'Ur^ c s,-v l , J lyi,vi f du r` C Requester: /r< i • \ Pro' t: Type guns p,ectjon: Address: Date Called: Special Instructions: _ y . Date Wan ,, // �� �" �.3 a.m. p•m• Requester: /r< Phone. ( 7. 2 6 � INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit /23 (206)431 -3670 orrections required prior to approval. spect r• Date: % $4 .00 REINSPECTION FE REQUIRED. Pri9i to inspection, fee must be id at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. P Receipt No.: Date: Project: ...., (76c ( a_aLc Gleo 1--of I Type opnspection: r ( a._ cfrii7 4" Address: I 1 )g 71g -So. Date Called: /0 Special Instructions: Date Wanted: / , S /4o3 ( " a.m. -p7m-: Requester: I PhGlo: ( 0 — Le g79- COMMENTS: ector: Date: Ot, to 0 0-4-0 47.00 REINSPECTION EE REQUIRED. Prio to inspection, fee must be aid at 6300 Southcente Blvd., Suite 100. all to schedule reinspection. INSPECTION RECORD Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 ipt No.: Date: 4: SS; P t, },..3 st)- 4 4 P :4.4to - (206)431-3670 El Approved per applicable codes. Corrections required prior to approval. P •ject: °A.....!..-: a .. I . ... 4 .4.- 411 Q.s: -- (-. - ... Type • Inspectign+ - 4- ....h A ddLess : : a is o Date CalA Special Instructions: r .- \ -, Date Wanled: Cill - 3 - --* CD 3 a.m. P.M. Requeste Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. -D03 IT O. (206)431-3670 COMMENTS: ;:c oNA.0.. I 41 F> (, C .63.v .4. ctor: Date: 0 — — ID 4)7.00 REINSPECTION EE REQUIRED. Pri r to inspection, fee must be p id at 6300 Southcenter Blvd., Suite 100. tall to schedule reinspection. Re ipt No.: Date: orrections required prior to approval. COMMENTS: I ,--c31 3 , s 4 t /_ to " , I I Inspection: r , rcAtc5e3 Cov\r C vv10. -- ?rr1vt c -f U Date Called: / /7(02 for t v1 -, 'P rS S;- Gt irn,f' erri Q . V VIA Special Instructions: N r c', ,4> ■ ke 'T V VYl i In f1 f CIO In ( P . . 2 w" \ � n -P-P - C Oi Y `O V S-t r(', �) L f hc1 i to -e-P v 5 cif) f r 0.-../at i s cr ft.i/ e yy\A". C10() r c I\ttVy e o-C' Si (1e$ 11\) 0 \L - r, k.,-)-. 41- e r - 1 A \ r a r -P . co vv" • 90 P .o w` L ....Ty � of Inspection: r , Adllrs t 1 I � U Date Called: / /7(02 Special Instructions: N Date Wanted: / X /v a,r p.m. Requester :I ` c „L. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. Inspector:7� Date: UZ, 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: tohtiible4tinfiN4riiiawr" +'K .�'�,a;"ieby r •, 'a;:;�.:.. «�'.,.:. Project: C,C4e2,Cad4Q Ci ( ems - 7 Type of Inspection: Y o of-. R , %t.-1 Ad ss: l L l � f����r Date Called: 7 / 7/o3 Special Instructions: Date Wanted: a.m. Requester: c Ph l2 -o ce ( iO f /p Z • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (20 • )431 - 3670 Corrections required prior to approval. COMMENTS: Inspector Date: ' R El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 vJM'• T t�s '+}.IN.3�'nL" ;:�. n.l; .�.,::.'� •r. "..%:r.`�. �. ..J.' .A Prrojject: f/ 7 / C if r irfl`� 6/c - /c 7 Type of Inspection: — ) lr ii/11/i / (�%w i ( / .Ci /�/ A .fires : A 2/ J ��' L- S Date Called: J Cr 130 / v Special Instructions: Date Wan /C3 :/ Requester: J ct y Phone No: ' / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 a)3-// PERMI (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r A/ Trj rte.& 40 1.7 re t"i 471.0 C i Ov6 r 4 4 \ 6 ,76),74 �/ ���,, '1 C lei Inspector: Date: b rte- 7 -/ - 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: Pr ect: ( e'sc(CIQ ( e.-14 - i t Type of Inspec on: Fon 1j Prt 10 iic S m Address: Date Calle& 'Special Instructions: Date Wtte / {a. m. Requester ' C Phone INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tu_ILwiia, WA 98188 Approved per applicable codes. x ���:.''.�Y t'�.',wi E.� °7 5i{ }.�:... it �'r,•i�•: Corrections required prior to approval. COMMENTS: ;l, / Ej $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: po:4 1;,1 t (206)431 -3670 Pr: ect: ( i 1 r T •e of Inspection , t Address: Date Called: (2-0/03 S Instructions: Date Wanted: / �, t.tC f Z f (�3 a.m. 1 r.m Requester: ,......) Phone No: nspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Deo -I PER T O ( 06)431 -3670 proved per applicable codes. J Corrections required prior to approval. COMMENTS: Date: (_ 3-"c tia o _ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W Ir 2 ..a 00 J � N u_ W 0 Net = W Z + Z O W 2 • 0 U O — O F— LU L u H E. . . �Z Ili U = O ~ Z COMMENTS: Typ of Inspecti n: 4)01;s1 /n� 9..3 l e N �1 A .a 11 4 cca a \ Address: q 3t iv (-- rrt 17 � 4 --e 6 c...,, . cl, ..,,,_ ,I..t,a Date Wanted: Re uester: q f� J Pho a No: i7 3 L ; b ; au., rect: C7/&/4 -1 7 Typ of Inspecti n: 4)01;s1 � 0 14 Address: q 3t iv (-- rrt 17 � Date Called: � �� (03 Special Instructions: eq 1 ( ji P 44:(1" Date Wanted: Re uester: q f� J Pho a No: i7 3 0 03 1 Ia INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila, WA 98188 (206)k 31 -3670 Approved per applicable codes. D Corrections required prior to approval. Insperor: Date: G 1z o /6 D .00 REINSPECTIO FEE REQUIRE. Prior to inspection, fee must be id at 6300 Southcen er Blvd., Suit 100. Call to schedule reinspection. COMMENTS: Type of Inspection: 4 /) Address: 49 3z)r4 �/ (..k/c b. c. rfir ,e,t4 60 4.(4,woin a/ V I oiC . lc* ecifeArax.o. 7 1 /Je.42.r) e-04. .3get L/ »( Lc S.E. ((..)4tve 7o S b <rq..6 1 c 1 Phone No: ".-') 6 ?do - c, 7y Project: ‘/IS& d.6 E&IF/L) Type of Inspection: 4 /) Address: 49 3z)r4 �/ Date Called: 6 / .,zep ` 3 Special Instructions: L� T Date Wanted: 2 ,//33 a.m. p.m. Requester: / Pr t /1)t 1 c 1 Phone No: ".-') 6 ?do - c, 7y ∎zt. ..:i•IA'F.. L INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: 6t Date: /2„63 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: City of Tuki,vila Steven M. Mullet, Mayor Fire Department Thomas I? Keefe, Fire Chief Proj ect Name -- #.+ , (*t Address •»- '; t 2. 1 (+ /3 ) 3b' PL. S Suite # Retain current inspection schedule Needs shift inspection TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 1._ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: A Authorized Signature FINALAPP.FRM Rev. 2/19/98 Permit No. '003 " / /Z Date .) ;.-, } _. / i � T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Check Seismic: v = 0.1964 w (all plywood shearwalls) ; Max V seismic WOAup =( 1528 sf /rf + 1372 sf/ wl + 0 sf / flr )x 10 psf = 29000 lbs : V in full strength values (for rho calc) W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( 0 sf Id + 431 sf /rf + 747 sf /rf + 350 sf /rf + 0 sf /rf + 352 sf /rf + 694 sf /rf + 482 sf /rf + 0 sf/ wl + 248 sf/ wi + 792 sf/ wl + 332 sf/ w1 + 0 sf/ wl + 356 sf/ wl + 640 sf/ wl + 376 sf/ WI + 0 sf / fir )x 0 sf / fir )x 0 sf / flr )x 0 sf 1 fir )x 0 sf / flr )x 0 sf / fir )x 0 sf / fir )x 0 sf / fir )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 0 lbs : 6790 lbs : 15390 lbs .' 6820 lbs : • 0 lbs : 7080 lbs : 13340 lbs : 8580 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2 x -x = V 3 x -x = 0 lbs. : 1334 lbs. : 3023 lbs. : 1339 lbs. : 0 lbs. : 1391 lbs. : 2620 lbs. : 1685 lbs. : 0 plf 83 plf 189 plf 72 plf 0 plf 73 plf 108 plf 202 plf WOAmain= 2539 sf /rf + 3921 sf/ wl + 1191 sf / fir )x 10 psf = 76510 lbs : V in full strength values W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( 298 sf /rf + 732 sf /rf + 788 sf /rf + 538 sf /rf + 183 sf /rf + 538 sf /rf + 1089 sf /rf + 912 sf /rf + 265 sf/ wl + 816 sf/ WI + 1808 sf/ wl + 884 sf/ wl + 148 sf/ wI + 932 sf/ wl + 1801 sf/ wl + 1188 sf/ wl + 0 sf / flr )x 208 sf / flr )x 684 sf / fir )x 299 sf / fir )x 0 sf / fir )x 272 sf / fir )x 597 sf / fir )x 322 sf / fir )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 5630 lbs : 17560 lbs : 32800 lbs : 17210 lbs : 3310 lbs : 17420 lbs : 34870 lbs : 24220 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2 x -x = V 3 x -x = 1106 lbs. : 3449 lbs. : 6442 lbs. : 3380 lbs.: 650 lbs. : 3421 lbs. : 6848 lbs.: 4757 lbs. : 43 plf 398 plf 327 plf 356 plf 33 plf 447 plf 201 plf 487 plf Lateral Analysis: 1997 UBC P: Max Ht - upper= P: Max Ht - -main = P: Max Ht - -main = ARCHITECTS !NORTHWEST Compute Wind Load x -x, y -y: a y-y = upper = 0.00 ft w x b y-y = upper = 9.00 ft w x c y -y = upper = 17.00 ft w x d y -y = upper = 9.00 ft w x e y-y = upper = 0.00 ft w x 1 x -x = upper = 8.00 ft w x 2 x-x = upper = 19.00 ft w x 3 x-x = upper = 11.00 ft w x ay -y= main= 7.00 ft w x b y -y = main= 15.00 ft w x c y -y = main= 17.00 ft w x d y -y = main= 15.00 ft w x ey -y= main= 7.00 ft w x 1 x -x = main= 10.00 ft w x 2 x-x = main= 18.00 ft w x 3x -x= main= 13.00 ft w x 29.5' @ Ridge; :Use P = 20.0' @ Ridge; :Use P = 15.0' :Use P= pew° A�\ 7- °" v lotA 18915 - 142ND AVE. N.E./ SUITE 100 1,1,.,.11^ 0.00 ft h= 9.00 ft h= 13.50 ft h= 9.00 ft h= 0.00 fth= 9.00 ft h= 14.00 ft h= 11.00 ft h= 9.00 ft h= 10.50 ft h= 9.00 ft h= 10.50 ft h= 10.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 15.35 ave psf 14.28 ave psf 13.22 ave psf 0.00 sf x 81.00 sf x 229.50 sf x 81.00 sf x 0.00 sf x 72.00 sf x 266.00 sf x 121.00 sf x 63.00 sf x 157.50 sf x 153.00 sf x 157.50 sf x 70.00 sf x 90.00 sf x 162.00 sf x 117.00 sf x RECEIVED CITY OF TUJKWILA APR 1 8 2003 PERMIT CENTER See sheet 10 for sail areas. See sht 4 for Design Criteria. See sht 5 for Shearwall schedule 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 = Plan : 2330C/3 Lateral Analysis: Date: 9/1 /99 0 lbs 1243 lbs 3523 lbs 1243 lbs 0 lbs 1105 lbs 4083 lbs 1857 lbs 833 lbs 3326 lbs 5545 lbs 3326 lbs 925 lbs 2295 lbs 6225 lbs 3404 lbs page 1 of 11 Total Wind Loads TWL y -y upper = 6010 lbs TWL x -x upper = 7046 lbs TWL y -y main = 13955 lbs TWL x -x main = 11924 lbs WOODINVILLE, WA 98072 1) 40'5 t 7 Sum SW a y -y =• ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW e y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( 26.00 0 0.00 tI If shear wall tl sw y -y 16.00 tI If shear wall 50,50 16.00 II If shear wall 18.50 tl If shear wall 0.00 tI If shear wall 19.00 tl If shear wall II sw x -x 24.33 tI If shear wall 51.66 8.33 tl If shear wall 16.00 6.00 10.00 18.50 20.00 0 19.00 2.33 11.00 13.33 9.00 6.00 2.33 6.00 3.00 3.00 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW e y -y = ( Sum SW 1 x x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( 26.00 26.00 tl If shear wall ti sw y -y 8.67 tl If shear wall 83.84 19.67 tl If shear wall 9.50 tI If shear wall 20.00 tl If shear wall 7.66 ti If shear wall tl sw x -x 34.00 tl If shear wall 51.42 9.76 tI If shear wall 8.67 19.67 9.50 20.00 0 5.33 2.33 9.33 9.67 9.00 6.00 1.88 1.88 3.00 3.00 ARCHITECTS NORTHWEST npute,sum of Shear- Resistiflg Walls & Compute V x -x, V y -y uoaer oor: ream poor: compute V x -x max. and V y -y max. ocation Ipper floor: a y -y = b y -y = C y -y = d y -y = e y -y = 1 x -x = 2 x -x = 3 x -x = nain floor: a y -y = b y -y = c y -y = d y -y = e y -y = 1 x -x = 2 x -x = 3 x-x = V wind O lbs 1243 lbs 3523 lbs 1243 lbs O lbs 1105 lbs 4083 lbs 1857 lbs 833 lbs 3326 lbs 5545 lbs 3326 lbs 925 lbs 2295 lbs 6225 lbs 3404 lbs lerify Capacity of Designed Shearwalls: upper floor: ;urn SW cap y -y = ;um SW cap x -x = nain floor: ;um SW cap y -y = ;um SW cap x -x = tedundancy Factor Check: asulting Vmax = 823.14 plf 50.50 If x 51.66 If x 83.84 If x 51.42 If x 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 Vseismic /1.4 V max #'s / length plf governing force O lbs 953 lbs 2159 lbs 957 lbs O lbs 993 lbs 1871 lbs 1204 lbs 790 lbs 2463 lbs 4601 lbs 2414 lbs 464 lbs 2444 lbs 4892 lbs 3398 lbs 198 plf + 198 plf + 304 plf + 304 plf + Vmax for "p = 1" Date: 9/1/99 0 #'s /I = 1243 #'s11= 3523 #'s /I = 1243 #'s/I = 0 #'s/1= 1105 #'s /I = 4083 #'s /I = 1857 #'s/I = 833 #'s /I = 3326 it's/1= 5545 #'s/1= 3326 #'s/I = 925 #'s /I = 2444 #'s /I = 6225 #'s /I = 3404 #'s/1 = O plf 78 plf 220 plf 67 plf O plf 58 plf 168 plf 223 plf 32 plf 384 plf 282 plf 350 plf 46 plf 319 plf 183 plf 349 plf 0.00 If x 100 plf = 0.00 If x 100 plf = 0.00 If x 198 plf = 0.00 If x 198 plf = Vmax = (2)xVt / sqrt A Plan : 2330C/3 wind wind wind wind wind wind . wind wind wind wind wind wind wind seismic wind wind 9999 lbs > 10229 lbs > 25488 lbs > 15632 lbs > Since 823p1f > seismic max 487p1f at main 3 x -x, no added redundany factor required. 4, page 2 of 11 SW# plf Use SW #: not applicable Use SW #: P1- 6(198p1f) Use SW #: P1- 4(304p1f) Use SW #: P1- 6(198p1f) Use SW #: not applicable Use SW #: P1- 6(198p1f) Use SW #: P1- 6(198p1f) Use SW #: P1- 4(304p1f) Use SW #: P1- 6(198p1f) Use SW #: P1 -3(389p1f) Use SW #: P1- 4(304p1f) Use SW #: P1- 3(389pIf) Use SW #: P1- 6(198p1f) Use SW #: P1- 3(389p1f) Use SW #: P1- 6(198p1f) Use SW #: P1 -3(389p1f) F.O.S. = F.O.S. = A= 1333 sq ft F.O.S. = F.O.S. = 1.66 : 1, OK. 1.45 : 1, OK 1.83 : 1, OK. 1.31 : 1, OK. lorizontal Diaphragm Shear: tool diaphragm: c y -y: 3523# / 140plf = Use 25ft of sheathed truss above shearwalls, or design truss for addnl 3500# lateral load. Use continuous solid blocking at loof diaphragm: 2 x -x: 4083# / 140plf = Use 29ft of sheathed truss above sheatwalls, or sheathed wall between trusses. Use continuous solid blocking at top plate. loof diaphragm: 3 x -x: 1857# / 16ft of top plate = 116plf < 140plf OK. Use CS16 -36 top plate to beam at window soffit. Ipper floor diaphragm: b y -y: (3326# - 1243#) / 14ft continuous top plate = 149pIf < 177plf OK Use standard details. Ipper floor diaphragm: c y -y: (5545# - 3523#) / 20ft continuous top plate = 101 plf < 177plf OK Use standard details. Ipper floor diaphragm: 1 x -x: (2444# - 1105#) / 7.66ft of SW = 175plf < 177plf. OK w/ standard details. Use A35FA at top plate to each floor joist above SW. Ipper floor diaphragm: 2 x -x: (6225# - 1871 #) / 34ft of shearwall = 128pif < 140plf (at garage) OK. Ipper floor diaphragm: 3 x -x: (3404# - 1857 #) / 9.67ft of shearwall = 160plf. At den: Eft x 349plf / 12ft continuous top plate = 175plf < 177plf OK At garage doors: Use continuous header or continuous top plate to connect side panels. Use CS16x96" top plate to Eft of double bloc WOODINVILLE, WA 98072 FAX: (425) 487 -6585 W+:44+Yd.14;tAf." .A n �� }vMr,%?•�:r?;s`T °? r;.rd,4ti�:t § >e`r^!� 'ARCHITECTS NORTHWEST Date: 9/1/99 Plan : 2330C13 page 3 of 11 Check Overturning for Holdowr>t$ election Uplift = [(ht x plf x width) - (2/3 D.L.x 1/2 width)) / width Note: No roof dead Toad used to resist shearwall overturning, It is considered equal to any uplift force from wind. Location width V plf ht. M / width DL /If Uplift Holdowns selected upper floor: a y-y b y -y = c y -y = d y-y e y-y = 1 x -x = 2 x -x 3 x-x = main floor: a y -y= b y -y = � y -y= d y-y = e y -y = 1 x -x = 2 x -x = 3x -x= 0.00 16.00 6.00 10.00 18.50 0.00 19.00 11.00 13.33 2.33 6.00 0 plf x 78 plf x 220 plf x 220 plf x 67 plf x 0 plf x 58 pif x 168 plf x 168 plf x 223 plf x 223 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. = 26.00 32 pif x 11.000 ft. h. = 352 lbs - 110 Ibs = -591 lbs. Use : 5/8" AB w /in 12" of panel edge 9.00 384 pif x 8.083 ft. h. = 3100 Ibs - 160 Ibs = 2625 Ibs. Use : MST48 w/ (34) 16d nails 19.67 282 plf x 8.083 ft. h. = 2279 lbs - 80 lbs = 1760 Ibs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 9.50 350 pif x 8.083 ft. h. = 2829 lbs - 160 lbs = 2328 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 112" edge 20.00 46 plf x 8.083 ft. h. = 374 Ibs - 80 lbs = -154 lbs. Use : 5/8" AB Win 12" of panel edge 5.33 319 pif x 8.083 ft. h. = 2579 lbs - 160 Ibs = 2297 Ibs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 2.33 319 plf x 8.083 ft. h. = 2579 Ibs - 160 lbs = 2456 Ibs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 9.33 183 pif x 9.000 ft. h. = 1648 lbs - 90 lbs = 1371 lbs. Use : STHD10 w/ (28) 16d sinkers,1 1/T edge di 9.67 183 plf x 8.083 ft. h. = 1480 Ibs - 160 lbs = 969 lbs. Use : CS16 strap -46 "I w/ (28)10d nails 9.00 183 plf x 8.083 ft. h. = 1480 lbs - 160 Ibs = 1005 Ibs. Use : CS16 strap -461 w/ (28)10d nails 6.00 183 plf x 8.083 ft. h. = 1480 lbs - 160 Ibs = 1163 Ibs. Use : CS16 strap -46 "I w/ (28)10d nails 1.88 349 plf x 6.500 ft. h. = 2267 Ibs - 160 Ibs = 2168 Ibs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di 1.88 349 plf x 6.500 ft. h. = 2267 Ibs - 160 Ibs = 2168 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di Notice: curb raised at OHGD side panels to achieve 3.5 to 1 slenderness ratio. 3.00 349 plf x 8.083 ft. h. = 2819 lbs - 160 Ibs = 2661 Ibs. Use : STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge 3.00 349 plf x 8.083 ft. h. = 2819 Ibs - 160 lbs = 2661 Ibs. Use : STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge Holdown and Shearwall Summary Use(6) Use( Use(5) Use(15) Use (1 ) STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. CS16 strap -361 w/(18)10d nails CS16 strap -461 w/ (28)10d nails MST48 wI (34) 16d nails Shearwalls, plate nailing and anchor bolts per schedule - as indicated. 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 0 Ibs - 628 Ibs - 1780 Ibs - 1780 Ibs - 543 Ibs - 0 Ibs - 470 Ibs - 1357 Ibs - 1357 Ibs - 1802 Ibs - 1802 Ibs - 80 Ibs = 0 lbs. Use : not applicable 80 Ibs = 206 Ibs. Use : scheduled nailing 80 Ibs = 1621 Ibs. Use : CS16 strap -46"I w/ (28)10d nails 80 Ibs = 1516 Ibs. Use : CS16 strap -461 w/ (28)10d nails 80 Ibs = 55 lbs. Use : scheduled nailing 80 Ibs = 0 lbs. Use : not applicable 80 lbs = -31 lbs. Use : scheuled nailing 80 lbs = 1066 lbs. Use : CS16 strap -36 "I w/(18)10d nails 80 lbs = 1005 lbs. Use : CS16 strap -361 w/(18)10d nails 80 Ibs = 1741 lbs. Use : CS16 strap -461 w/ (28)10d nails 80 Ibs = 1644 Ibs. Use : CS16 strap -46 "I w/ (28)10d nails Use (4) STHD10w/ (28) 16d sinkers, 1 1/2" edge dist. ' WOODINVILLE, WA 98072 FAX: (425) 487 -6585 ARCHITECTS NORTHWEST Design criteria per 1997 Uniform Building Code: 80 mph / exposure "B" Wind per Section 1615: Design Wind Pressure: P= CexCgxQsx1w Ce= Exposure Factor, Cq= Method Factor, Qs =Wind Stagnation pressure; Iw= Importance Factor Site /Project Specific Values: Ce = 0.62 (Exposure B © < 15' H); Cq = 1.3 (Projected Area Method per section 1621.3) Qs = 16.4 (Basic Wind Speed = 80 mph); Iw = 1.0 (Standard Structure Importance) Calculated Wind Pressures at Prescribed Building Heights: P = 13.22 psf < 15'H; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H Earthquake per Section 1626: Base Shear: V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q R = Rotation value from Table 16N ; W = Total Seismic Dead Load Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) Site/ Project Specific Values: Seismic Zone 3; Soil Type Sd; Ca = 3.6: R for wood structural panels =5.5 (plywood shearwalls) R for all other structural panels = 4.5 (gypsum shearwalls) V(plywd) = 0.1964W; V(gwb) = 0.2400W Redundancy Factor: p (Equation 30 -3) combined with r max equation (Section 1630.1.1) creates a design condition to attempt to keep p = 1 or less. Vmax is determined to verify if additonal redundancy factor (p) is needed. (Vmax = 2(Vw) /sqrt A) Standard Design Information (Unless noted otherwise on Plans): 18915 -142nd AVE. N.E. / SUITE 100 PHONE: [425) 485 -4900 JOB LP, t 2 3 3 JG / CALCULATED BY DATE c 1 1 l I l? SHEET NO. 4- OF 11 Exposure B 80mph Lumber grade: HF #2 or better; HF #3 @ studs Glue -Lam beams: UBC Combination 24f -V4 Horizontal roof sheathing: 1/2" CDX-- 7/16" OSB w/ 8d © 6" oc at edges (140pIf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: 3/4" T &G CDX plywd w/ 10d © 6" oc at edges (177p1f 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. W00DINVILLE, WA 9807' FAX: (425) 487 -658E 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 nails @ 5" o.c. OR 5/8" AB @ 48" o.c. to conc. P1-4 v = 304 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. Anchorage: 16 d nails@ 4" o.c. OR 5/8" AB @ 36" o.c. to conc. P1 -3 v = 389 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws at 12 "o.c.,or 5/8" AB @ 30" o.c. to conc. Use min. 3" nom. Studs @ adjoining panel edges. P1 -2 v = 516 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 3/8 "x5" lag screws @ 9 "o.c. ,or 5/8" AB @ 24" o.c. to conc. Use min. 3" nom. Sills and studs @ 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 "x5" lag screws @ 8" o.c. or 5/8" AB @ 18" o.c. to conc. Use min. 3" nom.Sills and studs @ adjoining panel edges. P2 -3 v = 778 plf 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws @ 7" o.c. or 5/8" AB @ 12" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel edges. 1. The shear values in this table are based upon the use of 8d, pneumatically driven nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nail spacing is for all panel edges. Block all panel edges. 3. Spacing of nails along intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXP1 /EXP2/EXT or C -C /C -D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. ri ARCHITECTS Li NORTHWEST updated 7/30/98 STHDI ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. HPAHD22 w/ (12) 16d nails, 1 1/2" edge disc. HPAHD22 w/ (16) 16d nails, 1 1/2" edge dist. HPAHD22 w/ (19) 16d nails, >8" edge dist. 5/8" AB w/in 12" of panel edge CS16 strap -361 w/(18)10d nails CS16 strap-46 w/ (28)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails HD10A w/7 /8" SSTB28 A.B.w/ (4) 7/8" bolts HD8A w/ 7/8" SSTB28 A.B. w/ (3) 7/8" bolts HD5A w/ SSTB20 AB w/ (2) 5/8" bolts HTT22 w/ SSTB -20 A.B.w/ (32) 10d nails. A35 F.A. wl (12) 8d nails 18915 - 142nd AVE. N.E. / SUITE 100 HOLDOWN SCHEDULE Jas 1 233 Oc/3 CALCULATED BY DATE i t it? T SHEET N0. OF I I # 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 2607#@6 nails added for hem fir. 500# 1353# 1650# 1850# 2945# 4415# 5150# 7823# 5301# 3038# 4085# 450# 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 ;� {wn r`t,Gti �Sti i5i`� f,'r.•: r'r:, iG; WOODINVILLE, WA 98072 1 n •/. r nnr_ i n n - 7 ccnc . ARCHITECTS NORTHWEST 8915-142nd AVE. N.E. / SUITE 100 HONE f4 ?91 aP Ignn JOB 1 " 41 2 CD C I .5 CALCULATED BY DATE �tSd,4��ii�; f2cro I 4 SHEET NO 4 P OF tl Iii '''.11 - 11 MO :rA1I ■ NMI i QDIM iiIiIr Milian i _ {llili1■ . U...11.1 �, m o m No mg MINEMIll KIM NINE _____ 'til lus 1:-----1 II IIMINIFIgni="2 N. a 41 I MINT RAW i 1 WOODINVILLE, WA 98072 PAY. (12 aP7.�Fia� Y: t.: n.:' rv:^,`: i` a. w• wrt�• xr.< t.:..=: t'„ i:• ury� :era.;.>:arl�s- }P�'9i rfM;h$yLa " t ARCHITECTS NORTHWEST DST o vsncwi(j D= Fac r r 18915. 142nd AVE. N.E. / SUITE 100 PHONE: (206) 485 -4900 JOB T i 2'3 t<G /' CALCULATED BY WYA 2- g-V q - DATE (/ t /9 9 SHEET T NO — 7 OF f i ( . t! li. 46 Sow fw Jh >i� rJ.. Ycn . .4.'i�ii.nN.(v..lp *xy�:' 3 W00DINVILLE. WA 98072 FAX: (206) 487 -6525 Z = F ~ W 00 0 CO al W = u- W g-J u. co = W rr E=0 Z I- CU Lij U O N � W W H� u' O W Z U = 0 H z Wri ARCHITECTS NORTHWEST 101000 VII■11), �t) S'f -hoto $J u) et FAIG- vole - 7 r u a 3 r i N t. 1 18915 - 142nd AVE. N.F. / SUITE 100 PHONE: [206) 485-4900 ic i;4/ 10 JOB PI,-AN CALCULATED BY DATE W IT? C'. a r m. ')-°- 2334 —f3 YVAI F U2— SHE_T NO e. OF 11 r ilierillrleinillitZ . � �wo a ir c s, 4. NV f 'r � acz� u aa +er�c ca iiECi rWW 11MIL IL 1 3.1.11111i.P111111M1111111111PUM IMAM IIRI 5 M-.1.:13 181111iAiR1Mv0NINu►A: t: %11I1 —""1 rl1�k;G! ST41oty 2. WOODINVILLE, WA 98072 FAX: (206) 487.6525 r" /1 S'R.of'D ri ARCHITECTS NORTHWEST 3915-142nd AVE. N.E.,' SUITE 100 Arm 11 (l1 • • - JOB CALCULATED BY DATE LA KS 233cG/3 SHEET NO. OF 1 FN W00DINVILLE, WA 98072 iY. ARCHITECTS NORTHWEST i 18915-142nd AVE. N.E. / SUITE 100 PHONE: [206) 485 -4900 JOB DATE a .'i."�'?HwSk'C:u l 'Kw£.�r:! ?i CALCULATED BY rr' 'PIJat� 233OG/3 9! (197 124tu Apecss SHEET NO j� OF __ :_ �at�rrsa .� / /IW r 1 •4 a.rt - 4 - : - .1� ti � �'� �It .. .7. ollertgrm 04 : I _ x9 ro '' (2-0o /c P ts3;t. rros 1'3 u eti13'2 W00DINVILLE, WA 98072 FAX: (2061487.525 !4'171.1alt'f "xpw`J &A S•rr TYPICAL END CONDITIONS MST37 W/ (24) MST48 w/ (34) MST60 w/ (48) MST72w/ (56) 1 Ji 16d 16d 16d 16d nails nails nails Ii ''•. nails I • Typical :I / Clear Floor- Span 1850# 2945# 4415# 5150# T YZ l Insta llation L P do V' SIMILAR � ' �' � . • Typical Rim Joist • 'PORTION • : � ) ;I ` } _CORN I NAILED pE ITS MOM �iL HG�TiJ I STHD14RJ Installation • • Typical CS installation as a Floor -to- Floor Tie end a ammo Epuol sonatina m nun CS16 strap -361 w/(18)10d CS16 strap -46"I w/ rv... Provide nun.1' of nails end (28)10d � j F l is nails • -- ! I END LENGTMLEN�T}I I � a 5 �� . END LE N„ • nails - I N 1 N 1353# 1650# Typical HDSA Holdown Installation with SSTB anchor Washers are not at the base. HD10A w/7/8" 1-1D8A w/ 7/8" SSTB28 HD5A w/ SSTB20 ` \., bolt. required SSTB28 AB w/ y ri■ ; . ' �' 7/8" bolts 7/8" bolts � -' t 3D' MIN. REBAR LENGTH �,,� Corner i W s. ` ,: "' • Typical with 94 f , a ;' ;' . . , Installation 3 -2x . ERFJ3AR REBAR ' . ,' ' r 1 .. � STHD studs LENGTH ,;•, • ■ • , • ; nu mber • r i \` � � A.B.w/ A.B. w/ (2) � ; :F, ' � , ✓ ' (4) (3) 5/8" bolts • SIM PSON STHDIORJ w/ (28) 16d sinkers, 1 112" edge dist. 2745#@8"c. 2575#@6"c. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# 2575# STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# @8 "c. 4220#@6 "c. STHD14w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# 4220# Strang TM Tie CONNECTORS NOTE: ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, Form T- HEMFIR -2 11/97 exp 1/99, OR CATALOG C -98. VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. ARCH ITECTS NORTHWEST 18915-142nd AVE. N.E. / SUITE 100 JOB FLAP 23So c13 CALCULATED BY DATE ' /' (1? SHEET NO. /I DF t) ��c4�;isegrrretu;�+�anwa,��,� W00DINVILLE, WA 9807 wi.isiVa:ti AR C1 ITECTS NORTHWEST DETAIL LATERAL. DETAIL 4 :LATERAL DETAIL 10. 18915 - 142nd AVE. N.E. / SUITE EE 100 PHONE: (425) 485 -49O DETAIL A SIM. NOT T O .,a= JOB NOT TO Spa CALCULATED BY DATE PL ii 231 RI°OQ= 2x- BLO KIN5 ..AR WALL PLANsJ •(4 /9f T"F'ICAL ROOF V IAPHRAGM 2x� 3LOGKIN6 --ma WALL TO MATCH 16d a 6' U.N.O. LA I!RAL DETAIL 5 SHEET NO (1 h" _ J 8d • b" OL. U.N.O. 8d ® b" OL. U.N.O. TR:1_5 c 24' O.L. 5= FLAN N,. T W00DINVILLE, WA 93072 FAX: (425) 457 -J585 ' + :ti 5: �9tT',at•`nsjw";'.'�it.Stl4'k: 4 LA r AL 7,1-TAIL I I 2x SOLID `LOCKING 5d GOOD II • 4' 0.0. ARCHITECTS NORTHWEST FLOOR JOIST PER PLAN 1Od6 6' PER PLAN I6d s 6' .0.0. Si '_AR !"ice °` Z =AN �`!OIGAL DOF CIA° =1RASM ripe L TOL DETAIL 7 ROOF PRAMINS PER. PLAN t SOLIO • -49' DL. 3) I6di OCKINS EPv%i a7 SEAR KAU. • PER PLAN (2) I6d • 6' OL. . U.N.O. bd • 6' OL. TT • ?.'"iOM P t RIM -JOIST C , N 5° S+E_AR WALL SGi-. LE FOR NAILIN6 PAfl RN 5r ✓AR WA: PER PLAN NOT TO SGAL°_ JOB _ P GA 2,7 oc- /3 C4LCUL4TM BY DATE 2x SOLID HLOGKIN& (4) 16d INTO , 1C; (2) I6d • 6' OL 6LOGKIN6 IOd • 6" 0.0. PER PLAN NOT TO SGAL LATERAL DETAIL S 16d • 6 " O Ird I- 7� Jo!5T 51. -iND. 1 Q 1y`1t LAT DETAIL I"T SHEAR WALL PER PLAN U.N.O. F Sc 5HEAR WALL SGHcDULE FOR NAILING PATTERN SHEAR WALL PER PLAN NOT TO SCALE (3) Ibd. C .1057 1 71AP! -./ 1!i IA L - -2x SLOT; ELD XJkS C S: •_hR KAILL NOT TO WODDINVIII Wt.. 930 IT 7b•t iSL ° i;!�urC' i }Fri�U�.}�?Y�/. l+t>Si+�V'i[lA w/�1tPFV?SFR"R1M1T.5'•!7"l C BUILD DEPART NT STRUCTURAL COMPUTATIONS AND REPAIRS FOR PLAN M2330C3F -O DESIGN CRITERIA: CASCADE GLEN TUKWILA, WASHINGTON CODE: 1997 UBC WIND: 80 MPH, EXPOSURE " e " SEISMIC: SEISMIC ZONE 3 ROOF SNOW LOAD: 25 PSF INDEX TO CALCULATIONS & DETAILS: DETAILS: D1 - DB LATERAL: L1 -- L4 LETTER: LT1 [!RE6 A‘ 2 57 1 l �z • ARCHITECTS NORTHWEST C tAIA OR(179 PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. (I) 5THb101 MATCH U144 A eto .0111111 4 II 4 II. ep:.1 Cit:R;1 ( slab on grade I . 4" awe -7- Itt In • • . 41 - „17,1 oj mm I 31 e zi / 4. 1,1.14e .11 Pt ALL NOTES, DIMENSIONS & • MUCTION. ..;eo T-e ee\ \rec r-ec • - P. n - ,i4mitopl I .• 5 44 r••••••, C nw �" rHITECTS NORTHWEST ;ti Mi 1111 L WREN ;mu -;,� z i' PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION 5046 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. REGISTERED ARCHITECT 1==..."Unft.Z7x112EtireVin:tISSUL*1111ZIPAME313=1211121=1=11 SLIM »cs 7-- (1)s.10��ZJ • ail . 10 /(Zf3)140c4 L ,r garage= 0 ext.) @ 2x6 walls, 0" Max, span 4x 2x4 walls, supports imbilig penetrations igh opening ca ° t P.0:E._:.4-) 5A. 0 1 . ::. .2x SOLD BLOGKINS SLOCKiN& r t' 511EAR WALL PER RLAN :f1 16d a b` oZ' 0 "allat 5. 0 1 " 3 2 - 2x STUDS AT EACH HOLDOWN w PLY PER SHEARWALL SCHEDULE STHD RJ HOLDOWN EDGE NAIL PLYWOOD TO EACH DOUBLE STUD SIMPSON STHD Phi" peA e ,v' 'Fist- 4u. //aces W/ /oaf ,vAiL 5 FOUNDATION WALL PER PLAN t .. 1::• ..`tu. ai tea r' r�: 3f+:.`. $7Gi�ktr`.vi.Ns.f,2'�",tFai���. ;.. i'v!ct�. .:�, Wes` JU • 0 W= J F • W o g a. a i- _ Z F . I- 0, Z 2 j U O H W H a u 0- ." Z. • 0- 1 Z 2 -2x STUDS CONCRETE FOUNDATION ELEVATION EDGE NAIL PLY. TO EA. MULTIPLE STUD SIMPSON MTT28B HOLDOWN FILL ALL HOLES W/ 16d NAILS A.B. PER SHEAR WALL SCHEDULE 3/4 "0 ALL THREAD ROD, EMBED 8" MIN. IN CONC. W/ SIMPSON "EPDXY -TIE" GROUT TYPICAL MTT28B HOLDOWN :f i:r: :; ?. eh i:,..i:` -i'i; �:Y.1 riF,�.'�;t tai:". E !Yi, +. w'. n` :9irk'�+7i�M s: 1'.: fi. ��> "•.�..= ; :r::.:i``.........i'r:� JU UO N O W = N LL O ' g LL. Q. co I _ , Z � F— O Z F- LU Lu U In O N O H ' wW — O .. z w U co O ~ ' z SHEAR WALL PONY WALL ELEVATION w a w 2 -2x STUDS PER HOLDOWN SIMPSON MST STRAP TIE PER PLAN, FILL ALL HOLES W/ 10d x 2 1/8" LONG NAILS EDGE NAIL PLYWOOD TO EACH DOUBLE STUD (1YP.) 2 -2x STUDS PER HOLDOWN FLOOR RIM JOIST PER PLAN MST HOLDOWN AT FLOOR � SHEAR WALL SCHEDULE MARK SHEATHING PANEL EDGE BLOCKING PANEL EDGE NAIL (STAGGERED) FASTEN DOUBLE TOP PLATE TO BLOCKING ABOVE BOTTOM PLATE AND SILL PLATE ATTACHMENT FACE NAIL TO FRAMING BELOW (STAGGERED) SILL PLATE ANCHOR TO CONCRETE A 15/32" PLY. or O.S.B. TWO SIDES 2 -2X STUD 8d @ 4 "o.c. W/ 1 -A35F @ ONE SIDE OF BLKG & W/ A35 @ OTHER SIDE OF BLKG BOTH CLIPS @ 12' O.C. TWO ROWS 16d @ 4" OC 2X 5/8'0 x10' A.B. @ 32'o.c. / ` \ 15/32" PLY. or O.S.B. ONE SIDE 2x STUD 8d @ 4'o.c. A35 CUPS @ 18'o.c. TO RIM JOIST ABOVE 2X 5/8'0 x10' A.B. @ 32 1 o.c. ci) SHEAR WALL NOTES: 1. A INDICATES SHEAR WALL TYPE PER SCHEDULE AND PLAN. 2. ALL ANCHOR BOLTS SHALL HAVE 2' x 2' x 3/16' PLATE WASHERS. 3. SOLID BLOCK ALL UNSUPPORTED PANEL EDGES PER SHEAR WALL SCHEDULE. 4. NAILING APPLIES TO ALL PANEL EDGES, TOP AND BOTTOM PLATES AND EDGE BLOCKING. 5. STAGGER EDGE NAILING AT ABUTTING PLYWOOD EDGES. 6. FIELD NAIL PLYWOOD SHEAR WALLS W/ 8d @ 12 "o.c.. 7. AT EXISTING CONCRETE USE 5/8'0X10' EXPANSION BOLTS WITH THE SAME SPACING SPECIFIED IN THE SHEARWALL SCHEDULE. 8. FACE NAIL PLYWOOD TO EACH MULTIPLE STUD AT HOLDOWN LOCATIONS WITH SAME EDGE NAILING PATTERN. )~ W re 2 0 O W w 0 2 u-a w Zo ;w uj 2 o O D' o �. = 0 � W Z O Z 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL. / FAX: (425) 379-9025 1 I 1 i " i 7 1 _...� 1 I 1 1 I r .._..� ...... .1. ...... SAB ° A C ©NSML`ITONIG MOWERS S NC. • ...._ __ .._.. 1 F 1 I ' ......_:._._._..._ _. ul�p - ; rent 194 I 1_ �_....� ; . .. c ! .I. ( .a - Z 5 _.�_ .c_.. �.3......� J.. C:I. !¢- �-!..__ 1 1- JOB GAS cA0e. POI 1A2.33 oc IF -o DATE: , 3 u( 3 I 0 3 BY: KYS SUBJECT: PAR - r A L LATa:62f41r " I I .1. 1 .. 1 1_ 1 1 1 I �X 8�...ttP f _ P4S : .. . j._.. 1._ 1 I .. i I 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL. / FAX: (425) 379.9025 JOB' CetSC G 11 SABRA C®NSULTOROG ENGONEIERSONC. plrtri M233 ar- 3F -Q I I 1 / . - -..Tl c-� .. }. �!'. DATE: �� �I, 03 SUBJECT: P (kTI 1 1 -1 ••• - 1, . _ . I -- -- '.4 -. ... : ......... .. . .. .gor . _ _ /SI ,. �►. c ps (./ i... -i -. „ , % z. � 3S ' . - 4, e 4, :. - SSnt; 4 r � I # . 7. i p & . % 2 . I i � 4,p, -- � , -�- . �{ R Psi= i (.T q '. 41 c/i u i.. _ I— _ 1. - -..7 • K.1 I , i 1 i I ! i 1 3 ' I -I --I.. ' -( V-i: 1 36. 1 .I. BY: KYS i i f I j I I I I . It j I I i I i l i .... }._..._. , .. .. _... ... .. _.. .. ._ .. .. _._ _ .. ._ _...._. i i i } 1 ; I : r.. I • I i , 1 i 1 . 1 ;. 1 I 1 r , 1 I 1 i i 1 , i 1 I * i i 1 i I 1 . i I I I I . —'. M c e 1xt`v • Mhc- a.r, ,•.� ....,,r...- .s- x,;:r::.r�:.:r:; xs,rt�J, :c'i+x:;szf�:& sr:.a:.<'•ayh,:'i f�,��G•a i;1£'' f`t' SL I A CONSULTING ENGINEERS S ODIC. 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL. / FAX: (425) 379.9025 ,4,44- ti 15,1.1 (c - ys /qa 41-) -I- 3 ti 3 � JOB' CA MOLD PlAri 11z3 3 ac 3F DATE: 1.4601/I 13 BY: KYS SUBJECT: 0 2 .. rta C '- 3 223. ,11.11111 , • • ..... • • • . • • •• • ' !'" .1 1 1 I I • - • • J i ! , 1 , 1 I ; 1 , i 1 1 I I I , I 1... 1 • ■ • , 1 1 i 1 1 t 1 1 1 i 1 I 1 '1- 1 1 1 1 1 I 1 I -11- H i ! - .!.' ... --"' 1 . . . . 1 1 ' . . I 1 1 , 1 1 • ! . ' ; • . • 1 1 I - • 1 -I , 1 , I , ' 1 ■ I i 1 1 1 ., i I, , 1 1 i I --1- , I, I 1 ! 1. . ;;„ 1 1 i 1 i, " , . : ! i 1 1 1 1 ••-f-• 1 1 . 3 . . I.. I I .L 1.. I I . . I I I I I i II I I 1. I 1 I 1 1 . 1 . ; - . 1 . 1 I • • - I 1 i 1.. . II , . 1 1 ., .. I - I-. 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(_...... ...t 1_. k4i; , . --' - - -- - -'' - - • --- ... 1 • ''-''' " 1 1 1 1. . i - j• I ...... - ' 1 I fi 1 1 .. .. 1 ' i' Z ■ t •• 1 • • ..': •( 6 ) -( • -1 ; C VT, .ii - t 1r° 14: 1 1 1 1 ! . t, i *1 ! 1 1 1 1 2 - _ .......1 . .. : r • • - • ..... • . , 1 : • • • I L...... ... 1.........i . i I i . I• - ; 1. i 1 1 ; . . ; ; . ; ; ; • • f f )4 . -.. (z ) * ( 1C*71 ( t.i, ..) i-" d 1 . • r i 1 l :±33rens SAN :AEI reel i E :31VCI Pifro aor ; ! I I I ,- ) (- 1 -1 I , , _. I , ; • • ! ! • ! - • I 11 I . ; J. 1 " I - I 1 SZ06-6LS (SZV) / - 131. 80Z86 NOIDNIHSVM '.112U3A3 AVM INVH01113W 00ZZ '9ND SkOMMODNEI suaronsmoo news • August 4, 2003 City of Tukwila Building Department Tukwila,Washington Re: Cascade Glen Development Plan M2330C3F -0 Tukwila, Washington Gentlemen, It is acceptable to this office to install H1 Hurricane Ties at each truss ( at 24" o.c.) , instead of H1 at 48" o.c. and A35 clips at 24" o.c. as indicated on detail 14 of sheet 2 of the approved set of plans. If you have any questions please give me a call. Sincerely, Khaled Y. Sabra , P.E. SABRA CONSULTING ENGINEERS INC. 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL: (425) 379 9025 LT/ /c_7 ©C S© Ii1Y�is::tu.a 0 4' Max Height connect to catch basin. or daylight to ditch Outlet Pipe 211 Standard Steel Pipe Railing with Welded Join Hot —Dip Galvanized, Astma 3. Ornamental Iron Handrail may also be permitted with City Engineer Approval. 10' post to post spacing with slip fit expansion joints. Non —Shrink Grout 4' Diam Golv Steel Sleeve OIL4 0 • .�� 1908 6 1 • •l 1' Min. t '`. Min. 16' Undisturbed soil 12' 12' t 17' SEE ABOVE FOR ROCKERY DETAILS No structures, roadways, or parking lots in this area. 2(or flatter 2 r zacissi 2 / / Free — draining backfill; min.12" wide layer of 2' -4' quarry spoils adjacent to rockery. Stable cut face in native material 1' diameter washed gravel; min. 6 cover over pipe; min. 2' gravel under pipe, 12- wide. Min. 6' dia. pert. PVC. SDR 35 pipe /MSHTO M278 /ASTM 3034; min. 1% continuous slope to outlet; pipe wroped in filter fabric(Mirofi or equiv.) NOTES: Place pipe between rocks to avoid weight. VIEW FACING ROCKERY AND OUT ET PIRE 1. Rock shall be sound and have minimum density of 160 pounds per cubic foot. 2. The long dimension of all rocks shall be placed perpendicular to the wall. Each rock should bear on two rocks in the tier below. 3. Rockeries are erosion — control structures, not retaining walls. Native material must be stable and free — standing in cut face. 4. Improved walking surfaces above and adjacent to rockeries over 30' in height shall be protected by a rail conforming to UBC 1711. 5. Base rock is 2 —man minimum. (2 man rock - 200 -700 lb 18' -28`) 6. Shop drawing for all railing must be city approved prior to fabrication. ROCKERY & SIDEWALK WITH SAFETY RAIL Not to Kau. DATE: 11/15/96 No footings of structures (including other rockeries City of Tukwila RS -5 i NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Re: Cascade Glen Dear Carol Lumb: DREAMCATCHER HOMES, LLC. June 2, 2003 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 I understand that the Building Department will issue the building permits prior to expiration of the final plat's appeal period. In consideration, I agree to hold harmless the City of Tukwila if anyone appeals the approval of the final plat. Sincerely, Jihad Keirouz President PMI3 1190, 13619 MUKILTI:iO SPEEDWAY #D5• LYNNWOOD, WA • 98037 PHONE: (206) 300 -6874 • FAX: (425) 741 -2634 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 - 100 $23.50 101 - 1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 1 0,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME C 5C,,e C-457V L& PERMIT # 'b OS' 117 - 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: Water • 2 "3"c'D • Sewer 2 S'-) Storm water - `•; r) Street/Access 15a5.o Erosion prevention 4, / A. Total Improvements ,4244-0 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. I , 2� C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. GRADING Plan Review and Permit Fees Enter total excavation volume Enter total fill volume $ 23.to(5) cubic yards cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. $ G l ZS (4) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 334'45 250 (1) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 1 QUANTITY in CY RATE • 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1S 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1s 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000, plus $36.50 for each additional.10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 6. Permit Issuance /Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ — (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Revised 03.18.03 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 2 $ 41 (6) $ 13, . (8) �. «..:+1:.s.Us,..:::,G+:}:L,u weu:. sl:'::: kC�. ixJ. �... �•. u` s::; l.: �. c: r. ,W;ie::ii4.:c:u;tu.i:i.L':�`.,s PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees Approved 09.25.02 3 Revised 03.18.03 obrn *FA 3 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) . 1 I-: B. Flood Control Zone ($50) 1- ce 1- C. Water Meter — Permanent* D D. Water Meter — Water only* v p E. Water Meter — Temporary* co 0 * Refer to the Water Meter Fees in Bulletin 1 �, J z Total A through E $ (9) u) LL ul 0 10. ADDITIONAL FEES 2 A. Allentown Water (Ordinance 1777) $ u. B. Allentown Sewer (Ordinance 1777) $ = CJ C. Ryan Hill Water (Ordinance 1777) $ 1- _ D. Special Connection (TMC Title 14) $ ? I' E. Duwamish $ w O F. Storm Drainage Mitigation $ g D G. Other Fees $ v N Total A through G $ (10) o 1— wW - U Z,5 u_ o DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ q $ Z ESTIMATED TOTAL. PERMIT ISSUANCE AND INSPECTION FEE U N I— 2 O ' This fee includes two inspection visits per required inspection. Additional inspections (visits) Z attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. October 27, 2003 Dream Catcher Homes 1307 — 51 Avenue West Edmonds, Washington 98026 Attention: Mr. J. Antoine Keirouz Subject: Dear Mr. Keirouz: Respectfully submitted, EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. Project Manager RAC/cam 2003 10:05 4257460860 Earth Consultants, Inc ( ientr'I miw - ill t ?11}11nrSTti ( ;et 1kxJtirs P. 1 nV1rcM111101D M F'k1)1041!: C011Vi1 w Testing 1(1K) %%vi\t3t1 tr1.y.1(1 tkx) S(Yti'k'r"t cc: City of Tukwila Public Works Attention: Mr. Dave McPherson Mr. Greg Vlanueva EARTH CONSULTANTS Final Letter Lots 6, 7, and 8 Cascade Glen 40 Avenue South and South 133 Street Tukwila, Washington In accordance with your request, an Earth Consultants, Inc. (ECI) representative visited the site on October 23, 2003, to observe Lots 6, 7, and 8. The purpose of our visit was to observe the rockeries and yard areas around the building lots. Based on our observations, the performance of the rockeries is good. ECI previously observed the rockery construction, including the keyway excavation, drain installation, and quarry spall backfill. Localized areas of surface instability along the landscaping slopes was observed above the rockeries. These areas should be stabilized with jute webbing and hydroseed. Erosion control measures should continue to be implemented and maintained, as necessary, along the slopes and landscaping areas. Based on our observations, the rockeries and yard areas for Lots 6, 7, and 8 have been constructed in general accordance with our geotechnical recommendations. We trust this information meets your current needs. If you have any questions, please call. 7 Ion k wv 7 '211 I-4 z? I City of Tukwila Building Department Attention: Mr. Dave Larsen 1805 136th Place N.E.. Suite 201, Bellevue, WA 98005 Bellevue (425) 643-3780 FAX (425) 746-0860 Toll Free (888) 739 -6670 PAGE 03 [Est ablisho i 19)75 E -10176 October 27, 2003 E -10176 Dream Catcher Homes 1307 — 5 l Avenue West Edmonds, Washington 98026 Attention: Mr. J. Antoine Keirouz Subject: Dear Mr. Keirouz: In accordance with your request, an Earth Consultants, Inc. (ECI) representative visited the site on October 23, 2003, to observe the yard and rockery areas of the site. The purpose of our visit was to assess the site conditions and the performance of the rockeries following the recent heavy rainfall. Based on our observations, the site is in relatively good condition following the recent record rainfall event. Only localized areas of surficial instability along the landscaping slopes was observed. These areas should be stabilized with jute webbing and hydroseed. The performance of the rockeries was observed to be good. No signs of rockery movement or instability were observed. Erosion control measures should continue to be implemented and maintained, as necessary, along the slopes and landscaping areas. We trust this information meets your current needs. If you have any questions, please call. Respectfully submitted, EARTH CONSULTANTS, INC. RAC /csm 2003 10:05 4257460860 Earth Consultants, Inc (k'ttcxluie:A 010t,(1r14. Cx+■k,utity ti I:nvIrruuTUrrt:tl SrkliaSIN (7mslnr.lio 1 'IY' tills; K l(']i( II WAI u) Insirrtion Yrvirr.< Rockery and Site Observations Cascade Glen 40 Avenue South and South 133 Street Tukwila, Washington Raymond A. Coglas, P.E. Project Manager EARTH CONSULTANTS PAGE 02 G°tn 7/1 Ze cc: City of Tukwila Public Works City of Tukwila Building Department Attention: Mr. Dave McPherson Attention: Mr. Dave Larsen Mr. Greg Vilanueva 1805 136th Place N.E, Suite 201, Bellevue, WA 98005 Bellevue (425) 643.3780 FAX (425) 746-0860 Toll Free (888) 739 -6670 Established 197S $411. M n yNtypsr f NsWI r✓r .'vo t t.ea i i.l + .urnr,r en: . Korv 'it3 Mfi'Nl YNI IKMM' 14RWArt ,0 40 H August 14, 2003 City of Tukwila Building Department Tukwila,Washington Re: Cascade Glen Development ro+h_ ,,p Tukwila, Wasluiigton Gentlemen, It is acceptable to this office to relocate the rear wall of the dining, and the foundation wall 2'-0" to the outside as shown on the partial floor plan attached. The relocated wall at the dining will have the same nailing and anchorage to the foundation, and the same beam size as per approved set of plans. The integrity of the structure will not be effected by the relocation of the rear wall of the dining 2' -0" to the outside. If you have any questions please give me a call. SZ06 6L£ SZ4 frC92 . (SZt AJP al 'S = RA C O N S U - I WASHINGTON 98208 TE E �5 2200 MERCHANT WAY EVERETT, 38 0342 Vt. Sd33N I SN3 U?JStiS Wd 14:80 £0eZ -b T -Dmi zno.Jta> peat' d6b :80 CO bT Snd w ^ti 4'if �{ t S, 3P 4:11 , J i p ` ' c ft T � �c' :,,',e;':�`..z�:tY .d.,i:�°.:�d: as `.H+a �,=, tL'..: �L�: wU. �. S.:tSc.,, U,u...:a�.,,..,,._.... 13 r 11 PM i llirilhr! l n � - •� ®ICI ;�' ..� is 1 ul grmi 'i' I alai I WWI - Gam,.. km >, . Ittanlltir 11111111111111111111111111 1101:1111111P-M IIiIR■I111■� �'J�G- E:11JE��%'- 73!�?]iiic s fN111iEr�'�'' � IPP!&m o ailormsnn1r■ ®tr i mliaiini 1111111111111M111,41111t ; 21111114 drrff r W MOP PL. D Vo.tAT 03 08:47p Jihad Keirouz 112.:-1147" . nalar 10141111 a• 1 I re ' J o :3(2- ``i. -Lv. ;:��k• 1 .. ibNM1:N'.h�►.i4.hly",Ili{tNA.ib+ ..t.. (425) 741 -2634 1• .I p'tN oc I I �Q .*G Il II' • Ill °C O" p.2 • de f ., .1..," & I _ . 1 ALL .a- G msr 4cF lec•c.LG _ ___ _•rte ML _ , .r ai_ f... AvM or ..r ) b0 3 l re- -.,-.r • >o/ COP .i est-ri.r4 / CF4 RGt/ -Ater A4r..*�c. .b..41 ..5.a... rrlfs'1L ...5 icrf' 4 ..-.- ^" -.c L- _ - - _..:.Lik. •-,r ‘iet•twr e / J ehetCt escir ! JAL tt���i �L GS tL4111'F � /1 cr i — fit 1f , / �' / ....• - „.7-4 �i - 46 d mi A-4/ // 1.S.Rrge� 41f • Awe. ..r _ i . �- tom-' ! -..r Pe, I / , ' / p _d• .. -1. . • AL ._ �. L _ _ _ - a der ..• - � , . !�' - eearZA -- x-p le 2 4, — General Contractor Earth Gonsultants Inc. chriorrt+nkeI DUltr.'cis 0.o*at•C9 A FhNmnmrnwt dPwt L onrarrtrcxal - trout A IOlD / WAN) Irarrgk+r► ■7+1CCA 1805136th Place Ka., Sulu 201 • Bellevue, WA 98005 Bellevue (425) 643•3780 • Toll Free (See) 7394670 FAX (425) 748-0860 DAILY FIELD REPORT Job Location s,- Grading Contractor Field Rep. 4E3 Time On Stte Tra CIS Time 3•e Tbr4 Permit No. Job No. 001141 Time Off Site /Z 92 Hrs. C t1e General Contractors Superintendent Grading Foreman Client/Owner 37 A• k Page f 11 Date 06.0703 RepoNo. Dey gf Week 3 144p Weather Visitors Received Unchecked By Checked By beta Are approved Plans/Permits on -site 0 Yes 0 No Project No. Permit No. COPY TO: CONTINUED ON NEXT PAGE Ell If No. contact the building department or explain below: r: ,h:..u7�,?7:i':.•:up.+rae ^tit a'/i�fr.? .rr,.'S'WX"BryiS? ^?h"PN 411 , ' S 1QEtyu Ea/ t ... #n rn da +ty, 11, atle - • - /404rd . /2 ._I a.c4 ma/P4. i • 4Rca. te r t f-•� !o i• ?-$ L 1 c=_C 420ft{7D • ro r ■l i a 0, wo e_ t ar / �lQ l� tx �+t *? & Me 14C 45 o ri4lztalan .Lill u ur a. ur a.uuu P D AILY FIELD REPORT General Contractor Grading Contractor Va. • .r a. - r Earth Consultants, Inc. Oeae*lvtr I Mfkrug%Crr*71R4.•A FmrrnnyyII•I `tlnulac Cfy1gn2tIM1 'MAW • 1[ 11): %ABC InFirrrilnn S %1Cr 1805 136th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 6433790 • Toll Free (888) 739-6670 FAX (425) 746-088D Job Location Job Location 40 Sr 7,d Grading Foreman Are approved Plans /Permits on -site ❑ Yes ❑ No Protect No. Permit No. ...a-11 .k 1 1 1 %ay, I. -owl . 1 rti t l r. Field Rep. Job No. Page r Report No. Re a alorck I Time On Site Time Off Site Data Day of Weak 0 I z: ►5 'C i/ 0 3 b✓6- • Miles Weather Travel Time P ermit No. General Contractor's Superintendent (d5 Hrs. Charged Z Client/Owner Checked By L le.ize,►v vreilors Received Unchecked By Date I I-IVL u1.1 /WW2 iv if No, contact the building department or explain below: COPY TO: CONTINUED ON NEXT PAGE ❑ 1 06/29/2003 19:58 4257460860 Project No. Earth Consultants, Inc Oeao:nntrnl warmer% otntieris h rs.tromrg,rai 9cyn ODrwttnabn Turing^ Iao / wMO htfizestion vrt» 19051391h Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 843 -3780 • Toll Free (888) 7394670 FAX (425) 746 -0880 DAILY FIELD REPORT Are approved Plans/Permits on -site 0 Yes Permit No. EARTH CONSULTANTS Fiel Rep, On S 81 Travel Time GeneralCaitlactors Superintendent Grading Fore Page of Checked By Date PAGE 02 Report No. If No, contact the building department or explain below: rte iii lelbr iii; /, ISZ .. /VO 1 ��.. • " u i� ,.v W.i. .n. y•r,. , r•n.v :; :'1 'it'YK?+^+ +Pxa yy /73 Q�1 IApJ� .. 46 Q a. �7Err — to _ / ,�_ - L - ir•t, Lie 41 ....: - - Al. m• . - .. ems. 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Fill Moisture 96 Test Dry Density lbs. /cu. R. % of Maximum Dry Density 9 - Z •Z ' _... ,,ir•de ... •A.._ Au.. Z 4 a ° .1 l e a .j a4.- 0,-1 x.z.SFO • — .�I • .. 2 .. Z Z „evsF l e . 4•',.45,.,4 shre10 e .4 12.4-2. iZ -1 i / 3 . 9 � _ d NE T Aar _-. _ 4 '-' � 3.34, . - . _._ _ : _... , a �: 2 ., S At a. D.0 ikdifiEk 7 3 4, e sr r 4 / d. z /L8 Ma z /4"' 5 p; . 17 . 2y _70-5D Z o t' 5/tv. dso E .. . . , - , - , 1 1 4 . 4 _ • .. --'-e. r A /X- a /2.1 il • M e 1 4125c Supplementary Report: 1 = ;- u -m.- .c-�- = - ,— - -A o _•• am, 4 - _ i . _.-24._1 O .y. ■•• .... - sT.L c . „ ' /C171/1rf -'5 . O+`' ., KO ) 2J `•,_ - - ,,ir•de ... •A.._ Au.. pu t err— — — .i .j .Ste . _ - - t. v - / A• I • — .�I • .. 2 .. .... .. . _ -.'r. . t1 - . - _ _-. _ 4 '-' _ - _ . - . _._ - : _... ._ a �: 2 ., S At a. D.0 ikdifiEk E .. . . , - , - , 1 1 4 . 4 _ • .. --'-e. .. 1_ il • M e 1 4125c roloct General Contractor COPY TO: -, • Earth Consultants, Inc tirACci irnl AtglittrrA.CATAVIAlg A En er' ten It rein AAA W r tc?$m11'tArtMA A reri0 / WASO MK0rct o I ServIrei 1805138th Place N.E„ Sulu 201 • Bellevue, WA 99005 Bellevue (425) 843.3780 • Toll Free (889) 739.6670 FAX (425) 740 .0860 DAILY FIELD REPORT Job Location N 1 General Contractor's Superintendent Are approved Plans/Permits orMlte ❑ Yes D No Project No. Permit No. Field Rep. Job No. Rem ...0/0171. Time Ott Sfe Time Off Site z. i S' ..r 1Y:6-- Trave me Mlles Hrs. Charged Z.1 Client/Owner .T. - K . Page / Date €264°2 OZ Weather Vb$tors Received Unchecked By If No. contact the building department or explain below: RepLt No. Day of Week CONTINUED ON NEXT PAGE ❑ Test Number T st Location rM Elevation Reference Compaction Curve Maximum Dry Denellty lbs./cu. R. FM Moisture '16 Test Dry Density lbs./cu R % of Maxlrnum De natty 1 , /r%4$r a >lo e F Ste. lo ` Fmw dE 4 /. 2G. 2 i.2. Z 123. ?S �.v. . -, _ . , I . a Earth Consultants, Inc elerwxln lad Itivvrimaal Rft ibma anflncwwn r, ig • IMO r WAJ) u+R,acnoi r+crin.* 1806 136th Place N.E.. Suite 01 • Bellevue, WA 98005 Bellevue (425) 643 -3780 • Ton Free (888) 739-6670 FAX (425) 746-0860 DAILY FIELD REPORT Project Job Location / l a / s *'m.�F celwAin General Contractor Grading Contractor A re approved Plans/Permits on•siie 0 Yes ❑ No Project No. Permit No. Supplementary Report: c S 4.1I »r f/r.es Q 63 2 OS 4 eenr4S/ General Contractor's Superintendent r., Field Rep. A Time On Site Trtne Off ite et/5 los Tre Time M' . /S , Vr Job No. &70e 7s Hrs. Charged cllent/Owner T�k Page of c Date o�s 3. Weather Weelpfitcheeme Visitors Received Unchecked By If No, contact the building department or explain below: Report No. Day of Week Abi COPY TO: mg 1- i4R5cr CONTINUED ON NEXT PAGE ❑ ACTIVITY NUMBER: D03 -0112 PROJECT NAME: CASCADE GLEN LOT 7 SITE ADDRESS: 13219 38 PL S X Original Plan Submittal Response to Correction Letter # DATE: 04 -21 -03 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: 1519-1.0 Build 4 El APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 510 Fire Prevention p Public W,p"rk AA) [y ( Structural ❑ REVIEWER'S INITIALS: t COORD COP'( Al 6V9 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -22 -03 Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 05 -20 -03 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: • H.ea.r�fs..: ;•�.�..icr..r�. +n 1 ii 1ca.e+++... 1c,1 44' W1;,1'G`. • • • ' • • '' • 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 ar,>■ Signa ture Issued by DEPATiTNTENT OF L AND INDUSTRIES ... • • • ti GENERA Ii RECZE-RE'EENT_ o -,.E ,ea- ..t4 FOR*. 15.:E.,NyG CODE ArL APP- :GABLE CODES AND - es ..AV , 46 .LIR 3;, E TIO 5r A_,. BE 'OL -01E4 Goevs- R.,GTrot• -� F, R BONE SE'S+-' G ZONE: IExPOSURE CAM -GORE CONTRAC'OR STAL VER ^- A NOTES. D;`TENSIONS AND cONDrTIO e. PRIOR - o CONSTR, r:CN CONTRA � cE C '-OR S.-AE.. P VIDE - - 'FO S,, BRACING AS RECUIRE UNTIL ALL PIERMANEN CONNECTOMS .tA /E BEEN uA,^E IT IS THE CONTRACTORS RESPON543.- TY ro .DENNFN AL D SGREPAN IEE EC THE ARCH -EE AT THE TIME THEY ARE NOTE. DIMENS TAKE PRECEDENCE CY R. SCALED DRA. PNG . SITE WORK GENERA. .UNLESS A SODS . /E57I6A - ION REPORT 5`' A LICENSED SOILS ENGINEER 15 PROVIDED, "HE FOUNDAEON DES :6N .5 BASED, uaON Ae. ASSUMED A /ERASE SOIL BEARING CAPACITY OF 2,000 PS=. x' DR FOOTINGS SHAM ^^ ✓W BEAR -6` MINIMUM GEL FINISHED GRADE A.-._ FOOT'M:GS TO BEAR ON FIRN^, U'..'715TL'RZBED EARTH BELOW ORGANIC SURFACE SOILS ALL BACK F: MA A_ SHAM BE - HOROUGHLY COE FOUNDATION VENTS S'iALL NOT INTERFERE 11' DIRECT LOAD PATE+ OF COLUMNS GONGRETE GENERAL 0_455 AND USE c'C MINIMUM SLUMP SACKS / G.Y. A. FOOTINGS 2500 5 - 4 5-I '2 B. SLABS CN GRADE 2500 3 - 4 5 -i /2 I. AIR ENTRAIN NG AGENT (395 - 0 6%) T O BE USED I N AL.. CONCRETE FLAT WORK EXPOSED TO /VEAT!-tER. 2. POSSOLITH 300 SER ES '4 oz. PER 100* OF GEMENT) TO BE USED IN ALL CONCRETE. 3. MIX MAY BE DESIGNED ±N ACCORDANCE WITH THE PROVISIONS OF THE UNIFORM BUILDING CODE. 4. WATEF. TO CEMEN RATO PER uNIFORN BUILDING CODE. RE1NFORS!NG STEEL ASTM A615 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED PETAL ER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. CONCRETE COVER OF REINFORCING STEEL 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 CONCRETE EXPOSED TO EARTH OR WEATHER. I -1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. 5/4" SLABS AND WALES NOT EXPOSED TO EARTH OR WEATHER. GARPENTR`'' A -5 GENERAL ALL FRAMING SHALL COMPLY WITN THE UNIFORM BUILDING CODE CHAPTER 23. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. b" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH. 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 18" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. LUMBER STRENGr4 (UNITS IN PS!) STUDS HEM -FIR *3 5TUD GRADE JOISTS E RAFTERS HEM -FIR *2 (2x10) 15 HEM -FIR *2 (2x12) 15 BEAMS, HEADERS. - 4 GIRDERS 4" NOMINAL DOUG -FIR #2 6" NOMINAL DOUG -FIR *1 GLUE LAMINATED TIMBERS DOUG -FIR LARCH (24F -V4) STRUCTURAL COMPOSITE TIMBERS LAMINATED VENEER LUMBER PARALLEL STRAND LUMBER LOADING ROOF FLOOR CEILING DECK INTERIOR PARTITION F 75 15 415 85 165 285 2e0 15 PSF DEAD LOAD IO PSF DEAD LOAD 5 PSF DEAD LOAD 5 PSF DEAD LOAD P 500 615 1 ,015 F180 4 160 1,350 2,400 2,600 2,800 + 25 PSF LIVE LOAD + 40 PSF LIVE LOAD + 10 PSF LIVE LOAD + 60 PSF L: VE LOAD 3 X80 NIM4 B E 1,200,000 1,200,000 (,500000 1,500000 1,600,000 1,600,000 ,800,000 1,c100,000 2,000,000 40 PSF 50 PSF 15 PSF 65 PSF EXTERIOR PARTITION PSF 10 PSF WOOD BEARING ON OR INSTALLED WITHIN I" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING 0= NOT LESS THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8" DIAMETER WITH 2 "x2 "x3 /I6" PLATE WASHERS • 4' -O" ON CENTER JNLESS NOTED OTHERWISE. 1" MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. PLYWOOD ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE I /2" CDX, UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE bd • 6" O.G. AT PANEL EDGES AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 5/4" CDX TONGUE 4 GROOVE UNLESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE IOd 0 6" O.G. • PANEL EDGES AND 12" O.G. iN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER ALL PANEL EDGES AT ROOF AND FLOOR _:: HEATHING. ORIENTED STRAND BOARD (0.5.5.) SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. GLUE LAMINATED TIMBERS ALL GLUE LAMINATED TIMBERS SHALL BE DOUG -FIR LARCH, FABRICATED TO THE REQUIREMENTS OF THE US PRODUCT STANDARD P5 56. LUMBER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF; 2,400 PSI IN BENDING, 1,100 PSI IN TENSION, 1,600 PSI IN COMPRESSION PARALLEL TO GRAIN, 560 PSI IN COMPRESSION PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F -V4). GLUE LAMINATED TIMBERS TO BE AITG CERTIFIED. USE WATERPROOF GLUE. MANUFACTURED TRUSSES ALL TRUSSES SHALL BE DESIGNED BY REGISTERED STATE ENGINEER AND FABRICATED RROM ONLY THESE DESIGNS. TRUSSES SHALL BE STAMPED BY THE ENGINEER OR BY A QUALITY CONTROL AGENCY SUCH AS THE STATE TRUSS FABRICATORS COUNCIL. ALL TRUSS DESIGNS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ALL NON BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL OR PARTITION. • • • APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR NIP TRUSSES TO MAIN GIRDER TRUSSES. ALL R.OF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS 50 AS TO FORM AN INTEGRAL PART OF THE WHOLE STRUG ROOF TRUSSES SMALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UFON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES ALL TRUSSES SHALL BE DESIGNED FOR UNIFORM LOADING AS FOLLOWS, TO CHORD 55 PSF OF TRIBUTARY WIDTH BOTTOM CHORD 5 P5F OF TRIBUTARY WIDTH TILE ROOF 45 PSP TOP CHORD $ PSF BOTTOM CHORD MASONRY FIREPLACES ANC !.HEH E"5 '_'*tA�. BE G.: GTR.+G`E" TO GO TO ALL A i ABLE PO R VNE: pF '*E u/N/EORM BEILD.N6 COPE AND TIE ...'UNIFORM PEECHAN :CAL COO ^ NER `r! N,; N +.E E 8 • e-• R RE C�A" (O Eat,: ' ✓AL.ENT ! IPER JSC . ARE R v8C CH AMY5 S.-tAa_ 3LAPPORT OPtt.T" T-4EiR OWN. /NEIGH- LE -LE`" 50` E" C TO OR' Apr' T AL _CADS ALL FREE .ACES SHALL BE PRE/E. Et EN EY F ETNG F_ CA/ anIRS ORATED Y'4TH A RFADEEE ABLE I"'JvLA- OR AP h."Ot"lA CM"R[', Alv A'v CET51DE SOURCE OF COMEUST,ON MN; mum niCE = ZE OF 6' SCIJARE NG►EE N AREA PROV C EP WITH READILY I.CCESSIBLE DAMPER "-0C A''" .N FRC`*1T PAR- C-- - RIEESCx PRE ABR C ATE, FIREPLACES CHIMNEYS, MC RE. ATED COMPONENTS TO BEAR .l. OR C.50 SEAL OF APPROVAL AhD TO BE INST -■ I FTC PER MANUFACTURERS SECiFICAT1ONS HEARTHS SHALL EXTEND 20' MIN) N FRO•.- OF AN= 2 %MIN.! BEYe_EIN. EACH SI OF FIREPLACE OPEN NIGS FIRE- SMALL BE PROVIDED WITH Ti6HTLY FITTING GLASS OR METAL DOORS. NSULATION AND MOISTURE PROTECTION NERAL. UNLESS NOTE OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN I -I/2" CLEAR SPACE ABOVE INSULATION BAFFLES TO EXTEND 6' ABOVE BATT INSULATION. BAFFLES TO EXTEND 12' ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, S++OYERS P ART TI ONS AND CORNER,. FACE STAPLE BATTS FRIGT' FIT FACED BATTS rise 4 MIL (0.004') POLYETHYLENE VAPOR BARRIER AT WALLS. USE °VA PAINT WITH A DRY CUP PERM RATING OF ONE (MAX,) R -IO INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL I. E'CrERiOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OFENIN&S BETWEEN WAL S AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELE. INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR Y'EATHER- STRIPPED TO Li'?!T AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRAT!ON AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE- RATED" AND MUST MEET THE ABOVE REQUIREMENT. 8. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 283.15. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT PROM TESTING 5.)7" SHALL BE WEATHER- STRIPPED, CAULKED AND MADE TIGHTLY FITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.C. PIPING FOR HOT WATER / STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE IS REQUIRED TO BE INSULATED PER THE W.S.E.C. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R -5. VAPOR BARRIERS I GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.G AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED I /I6 A GROUND COVER OF 6 MIL (0.006 ") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL, THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/500 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION. 2001 V`IASHINGTON STATE ENERGY CODE (W.S.E.C.) - TABLE 6 -I PRESCRIPTIVE REQUIREMENTS O FOR GROUP R OCCUPANCY CLIMATE ZONE I OPTION 10 •5L 4ZIN6 AREA R OF F LOOR 124 15� ALI HITED GROUP R -5 OCCUPANCY ONL Y 4 C 6LAZIN6 U- FATOR ' CCOR U- FACTOR ■ 1 VER TIC AL a vezreAD! 035 1 - -I 0 40 0.40 C 53, 0 20 0.58 0.20 0.58 IIf 0.20 2 CEILING 3 V AUL'ED CEIL'N6 R -38 R -30 R -15 R -38 R -30 R - 21 R -38 R -30 t2 I 4 4 WALL WALL- WALL - ABOVE , INT. EXT. GRADE BELOW BELOW GRADE GRADE R -2I R - 15 R - 2I R - 2! R -i0 R -,C R -I 0 5 6 FLOOR SLAB ON 6RAOE R -30 R -30 R -30 R -10 R -I0 R -I0 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE W.S.E.C. I. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 15%, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THE W.S.E.C. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV' DENOTES ADVANCED FRAMED CEILING. 5. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -IO OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED U5E, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.2 OF THE W.S.E.C. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED, AND INSTALLED ACCORDING TO THE MANUFACTURER'S .SPECIFICATIONS. SEE SECTION 602.4 OF THE W.S.E.C. 1. NOT USED IN CLIMATE ZONE I. 8. NOT USED IN CLIMATE ZONE I. 9. DOORS, INCLUDING ALL FIRE DOORS SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE I0-6C OF THE W.S.E.C. 10. WHERE A MAXIMUM GLAZING AREA 15 LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U.0.40 OR LESS 15 NOT INCLUDED IN GLAZING AREA LIMITATIONS. II. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1,5 OF THE W.S.E.C. 12. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OP 59" ARE EXEMPT FROM THIS INSULATION REQUIREMENT DOORS, ;A N AND SKYL R GHTS kEVERAL ALL GLAZING 0 THE EXTERIOR SNAL 5 , � •"E A MAXIM•/ 1 -4/2" STEP TO A MINEUEI 36' pp ..AK.7'N6 ALL SH AND 51-r RENIEN "5 OF THE , 5E' TABLE 6-I L» F55 NOTED OT ERE4SE `'1^11_5 SHALL KA -/E ...AMI►dATED GLASS U►11!55 NOT ME OTl ERN SE ALE or 51EPR Om F E NIhEGRESS Y•NDOWS SHALL HAVE A MINMUM NET CLEAR OPENING NET CLEAR OPEN., ABLE NYDT►+ OF 20' AND A M,'WMUM NET CLEAR OPENING HEIGHT OF 24' MAXIMUM FINISHED SILL HfE:64-+T OF 44' ABOVE FLOOR ALL FACTORY BUILT WINDOW TO BE CONSTRUCTED TO PERMIT mAXINIJM INFILTRATION 05 CFM PER L-'N AL FOOT OF OPERABLE SASH PERIMETER AS TESTEL BY STANDARD ASTM E 28313. SITE BUILT AND MILLWORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABO /E, BUT SHALL BE MACE WEATHER- STRIPPED, CAULKED AND Be MADE TIGHTLY FITTING SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0 . CFM PER SQUARE FOOT OF DOOR AREA SEE PLANS FOR f N"AxIMUM GLAZING AREA 2 GLAZING MANJFAGTURER AND MODEL NUMBERS 8 v''EIGHTED UA CALCULATIONS FOR SUBSTANDARD GLAZING SAFETY GLAZING LOCATIONS PER UNIFORM BUILDING GORE I. INGRESS AND EGRESS DOORS 2 SLIDING GLASS DOORS AND SWINGING GLASS DOORS 3. SHOWER AND BATHTUB ENCLOSURES 4. GLAZING WITH THE EXPOSP EDGE WITHIN A 24" RADIUS ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN q SQUARE I j THAT '5 LESS THAN 18" ABOVE FINISHED FLOOR 6. &LAZING IN ALL GUARD RAILS. SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS 15 USED AS SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET I. THE GLAZING ARE DOES NOT EXCEED 16 SQUARE F EET. 2. THE HIGHEST POINT OF GLASS IS NOT MORE THAN 12 ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. 8. THE NOMINAL THICKNE OF EACH PANE DOES NOT EXCEED 5/16 ". MEGHAN I GAL GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM APPLIANCES SHALL COMPLY WITH THE PROVISIONS INSERTS. S OF TH UNIF UNIFORM BUILDING CODE A► I'M THE UNIFORM MECHANICAL CODE. HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 10 DEGREES FAHRENHEIT AT A HEIGHT OF 3'-0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE EI S.E.0. DEFINITION OF BUILDING ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE, THE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE TRANSFERED TO OR FROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE W.S.E.C. I. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. 5. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICAL CODE. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM MECHANICAL CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE SO LISTED AND INSTALLED PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRIC HEATING FURNACES PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 5" ALONG THE SIDES, BACK AND TOP ACCORDING TO THE UNIFORM MECHANICAL CODE. LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF' UNBUFr1ED GAS PER THE UNIFORM MECHANICAL CODE. HEATING AND C/>OLING APPLIANCES LOCATED IN A GARAGE AND WHICH GENERATE A GLOW, SPARK OR FL NME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP B, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019" (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE PER THE UNIFORM BUILDING CODE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH THE UNIFORM MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OT TYPE BIN GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE UNIFORM MECHANICAL CODE. A TYPE B OR BIN GAS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2' -0" ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2'-0" HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' -0" OF THE VENT PER THE UNIFORM MECHANICAL CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS T 7 MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER THE UNIFORM MECHANICAL CODE. HEATING EQUIPMENT ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE 1981 NATIONAL APPLIANCE ENERGY CONSERVATION ACT (NAECA) AND BE 50 LABELED. EQUIPMENT SHALL ALSO COMPLY WITH SECT ON 1411 OF THE W.S.E.C. HVAG EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 15055 OF DESIGN LOAD SEPARATE PERMIT REQUIRED FOR: E'MECHANICAL !'L_ LECTRICAL 9 'i- UMEING c.AS PIPING CITY OF TUKWILA BUILDING DIVISION FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does I'M authorize the violation of any adopted code or ordinance, Receipt of con- tractor's copy of appr�'. c* ans acknowledged. • By Date Permit No 12 i1 p &RAT _L€ -j stir 5'r5 7-M CODE FICA ` E6 FR •- TEE 2000 WASH 5TA•E ✓E ►r NTIEA"O AK- : AIR �& -. F TEE ° NTERM TTEN : L Y Q RA .4.756 ZA-ED FORMED A. R VF'r^LA*•011+i 5''S -EM. I. SOURCE S"EC FIG VENTILATION REGUIRPMEN S. /\ EXHW15 PAN REOUIR9N>EI.TS- BAY LANDRES AND °OvOER ROOM - 5C CFM • 025' Y'ib_ 2. KITC►E►,E - 100 CFM • 0.25' W.G. RANGE HOODS AND DOWN DRAFT RANGES MAY SE AT 100 EPEE • 0,0' Y1.6 (MIN) EVEN USED FOR EXHA/ T FAN REGLIRE-int S B. EXKAUS Dt G REQU!RE'N,@Y75> I. BE INS "-A'I`D TO R-4 (MIN,. IN UNCONDITIONED SPACES 2. BE FQU'°I`L -+ fiTH A BACK DRAFT DAtP'ER- 3 TERM 4A OUTSIDE THE BUILDING. 4. cOr'OL` etrn TABLE 3-5 ON THIS SHEET. 2. OUTDOOR AtR SHALL BE :i_JP•'LIED TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR SYSTEM USING THE FOLLOWI•445 METHOD. 5 . FRESH AIR NLFT pUC SHALL COMPLY WITH THE FOLLOWING: A. 5E SIZED A' o i& TO TABLE 3-5 ON THIS SHEET. B. BE DUCTED FROM ,.E EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM WITH N FOUR FEET UP5 pr. i OF THE FURNACE BLOWER. C BE INS± -ATEp TO R -4 (MIN) WHEN LOCATED WITHIN HEATED SPA4._eS_ D. BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND QTR FOREIGN MAMMA-. E. NOT RELEIVE AIR FROM THE FOLLOWING AREAS: I. WITF N TEN FEET OF AN APPLIANCE VENT OUTLET, uwess THE 'ja1T OUTLET 15 THRE FEET ABOVE THE FRESH AIR INLET. 2. YW-IE'2E IT WILL PICK UP OBJECTIONABLE ODORS, 3. A HNZAR` pj5 OR UNSANITARY LOCATION. 4. THE INLET :)UCT SHALL }• ALL BE EQUIPPED WITH ONE OF THE FOLLOWING: B. A FIXED DAMPER INSTALLED AND SET TO MEET mE-ASURED FLOW RATES AS SPECIFIED IN TABLE 5 -2 ON THIS SHEET OR C. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD PRESSURE OF 0.10" ATER C, AT THE POINT MEAD MINIM NEGATIVE W CONNECTED TO NT 'E THE O!'�S,pE A:R DUCT !S THE RETURN AIR PLEN U!� f. 24-1-24-1-EX/R. 5. THE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24- ' CLOCK TIMER INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHA BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT NE TIME OF THE E'NAL INSPECTIO': THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE SYSTEM FOR 4 MINIMUM OF EIGHT HOURS A DAY. A LABEL S444...!_'3E AFFIXED TO THE CONTROL THAT REA.r "WHOLE HOUSE VENTILA ION (SEE OPERATOO INSTRUCTIONS)" O NOTE: KING COUNTY RECOMMENDS THE INSTALLATION O° A CENTRALLY LOCATED Yt'4OLE HCJSE EXHAUST FAN WITH A ;MINIMUM SONE RATING OF 15 AND SIZED ACCORDING TO TABLE 3 -L ON THIS SHEET AND CONNECTED TO THE AJTOMATIC CONTROL TIMER. THIS WILL FACILITATE r- ESE AIR DISTRIBUTON AND o5DUGE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING CA' / INTERIOR DOORS SHOULD SE UNDERCUT ONE HALF INC-. (1/2" ABOVE THE FINic+!`D 1"LOOR. TABLE 3 -2 VE NT'LATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LZSS• . MINIMUM AND MAXIMUM VENTILATION R -.TES: CUBIC 1-LC I PER MINUTE (GPM) FLOC - BEDROOMS ARE/,, FT 2 OR LE55 - - -- A. A MOTORIZED DAMPER CONNECTED TC THE AUTOMATIC CONTROL TIMER, OR NOTE: 4. 5 , -- e MAX. N. MA\ , MN. MAX- I M N. MAX. MIN 1 ''Ax. I MIN MAx. <500 _i_ 50 7 5 65 43 ,' 30 120 ! E5 143 ' ILO 165 n I c o i 45 4C 21 501 -1000 55 83 ; 70 ICS , 55 28 OO 15C 1-1 I00; -1500 .�_' c,0 173 ' 130 95 i4_° 218 75 I3 9 1 35 I ;05 156 20 180 203 1 135 20 ISO 225 1501 -2000 55_ 98 r 80 120 0 ,5 145 ' 10 165 125 188 ;4C I 2001 -2500 10 105 8� Li ACC 150 T5 ' s ! 1 I 210 155 233 2501 -3000 -- - I ° 5 14 5 215 _i6C 2dG_ 5 113 1 g0__ 35 10. 158 I :20 ISO 135 203 1 150 225 165 245 300! -Sso 4 F 120 { 15_ 143 1 !'2 165 125 155 I i40 - 2I0 155 233 1 '70 350 i -4 0001_ £'. 128 00 150 255 IS 173 , :30 '95 1 145 2:8 _ :eo 4001 -5000 : 3 143 1'0 165 125 188 240 175 26 5 0 210 1 233 r !'0 255 185 2'78 5001 -6000 105 _ 155 i 120 180 _ 135 203 150 225 1 65 248 '80 2'0 i 195 293 6001 - 7000 :I�, 113 130 1 95 145 218 160 240 175 263 90 7001-8000 '.'5 188 140 210 155 285 205 305 233 ITO 255 185 218 200 _300 215 323 8001 -9000 ■145 203 150 225 165 248 150 270 I 195 2 210 315 ' 225 33 >900o l4...: _2 218 160 40 � i 75 FAN TESTED GFM ® 0.25" W.6. 4. A ROOM OR SPACE HAVING FUEL BURNING APPLIAINGM TNEREeN. 5. CLO THAN TEN FEET FROM A VENT OPENING OF A PL(I'N6 DRAINAGE SYSTEM, UNLESS THE VENT OPENING IS AT LEAST THREE FEET :ABOVE THE FRESH AIR INLET. 6. ATT =S. CRAWL SPACES OR &ARA&E5. 50 - 80 50 - 125 115 -175 1'10 -240 b INCH 7 INCH 8 INCH 9 INCH 7 INCH 8 INCH 10 INCH i1 INCH MAY 16 2003 NITi:0 ^- - .. Nkir hiI�L`V THE NO SCOPE OF W ° " R�( WITHOUT PRIOR APPROVAL OF M IN �� OF BUILDING DIV�S'QN. L NOTE: mf MI "MUM SMG. " DIANE`, -R 253 MINIMUM MAXIMUM FLEX LENGTH DIAMETER .-EET 50 4 ,NCH_ _ 25' -0' 4 'NCH 50 _ 5 INCH 90'-0 70' -.7_ 50 5 ING 1 00' -O' _ _�__ 6 INCH NC LIMIT 6 INCH NC _IM 7- O 4 INCH 2 NIA - - -- 4 INCH - 5 INCH _ _ 15 -C" 5 INCH -- - 'X0'-D" 80 6 INCH 90' -O" 6 INCH NC 'LIMIT 100 5 INCH NCH 2 NSA - - -- _ 5 INCH 5O•_ - 100 6 - NCI _ _. 45 O" S NC LIKT '- 125 __. i - -- - - 6 INCH 6 NCI- 15' -O" - 6 INCH NC LIMIT 25 7 .NC.F TO' -O" - 7 INCH -� NO LIMIT I. F0F' EACH ADDITIONAL ELBOW SUBTRACT 10'-0" FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. TABLE 5-5 PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING REQUIRED FLOIi (0 M) PER TABLE 3 -2 MAX MUM LENG7 FFE NIMUM SMOOTH I MINIMUM FLEXIELE ■ MAXIMUM LENGTH C)CT DIAMETER DUCT DIAMETER I MAXI MUM ELBOWS 3 3 3 3 3 3 3 MAXIMUM NUMBER OF' ELBOWS 2 20 -0" 20 -0" 20' -0" 20' -0' NOTE, I. FOR LENGTHS OVER 20 FEET INCREASE DLCT DIAMETER I INCH. 2. FOR ELBOWS NUMBERING MORE THAN 3 INCREASE DUCT DIAMETER I INCH D UCTWORK I. DUCT SYSTEMS OR PAC TORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY THE UNIFOR •1 MECHANICAL CODE. 2. RECTANGULAR, FLAT, OVAL AND ROUND DUCT JOINTS AND SEAMS SHALL BE AIRTIGHT PER THE UNIT ORM MECHANICAL CODE. 9. INSTALLATION OF DUCTS SHALL COMPL" WITH THE UNIFORM MECHANICAL CODE. 4. DUCT INSUL, :,TION BE INSTALLED IN ACCORDANCE WITH THE UNIFORM MECHANICAL CODE. 3 _ 3 _ 3 RECEIVE CITY ;r TUK Wit •■ APR 1 8 2003 NENMI, " ENTE,. _ E-- 2 0 U- (fl 0 m N Z ...uEu o r n TOO Igg3 eiN q". ., BAK 06; 04; 13 , Atl NIQ ti C I e l F.;, dv. UA 14 5:NS , ON - \ S.- Iv1PR r .' A- = R 115 ° A'S'S¢ ^ V°R E'- CA - -•.*6 - _Aka- & nc^ Oc• i✓ O.NAL E N1.4, , , s4 5.4,R •4Ax OF _ i -- Q z t- G-(- -_ NE -+.` �} 2- " IQ ,1 S- OR - •,1 , ..._:" _ 4 ^,{`A :.QA \ I -1 ;0f N N A. PERT. O R A N - -J FRAMING 4 FO.,\DA7S - N G ^-'_ \S ON F N 5*- PER _ :\ CVE� 15 5 5 L.: NS * P A °ES L_.. OVER S --EA -- NG ° =R '_AN Z - ASH \S - - WOOD '-• OP NAL °✓ PAX. SLAB '"C GRADE 6' M.N. ACCD 7C GRAJ_ *4 EAR CN` mAX 6" BE -CW _ 0= =ND. /TALL 1 I I I -- z _' of 3' CLR. 4'. D A. "ERE. �3"1 6 " � 7 0UNDA '0N DRA N 6" GARAGE FND. WALL , '.4" D . MIN - --.7‹.--'' HANDRAIL CON - . , - -' FOR F,;_L L_NG j i 07 STAIR G_R FND. MALL IF REQU,RED -1I i i i I 'lll - 2X4 THRUS BLOCK / 3.A-- 1+6.iLA -,C■ PER °':A\ 4 - D. _ eel► - ` .� 7. PER `y < - - 4S ° - tic S _00R ' 4 \A � ° J INTERIOR STAIR • IL - (3) 8d TOE NA:'. S RINGER TO THRUST BLOCK �� . r_R 5T5 •g'R c_A\ ° - __ 4 _ A = PER s- z, AQ ri.A_ - SC OR 1 iN:. •� ^\ °LAN - *4 EAR . E4 SA_ f - 4 rCR ZO\ - A_ aQ► J - •. c N 5-ASK Y. B _ F_ - • J I .- - (2, a4 SAR GC \T'*10 -5 4• C-CN6. SLAB CVER r E "f L- BL.AGK V S. OVER; 4 GRANiJLAR III - III - II SCALE 1" _ -C 2x S T i "R "LAN - S °' ATE 4 A.E PER SHEAT. AA-_ SCHEDULE I AND OR FO,.'NDAT :ON ',LAN I • t' I *4 BAR VER. ISAL C 15" O.C. 4 HORZO \7A_ O iO' O.G. (2) # BAR GCNTINiJOJS SCALE I" = I -C NOTE: PAGING SE 7 EE\ INTERMEDIATE GUAR. RAIL ME'-'SERS TC BE A MAX. OF 4' CLEAR SUCH THAT A SPHERE OF 4' • DiA c1 A_L NCT PASS THROUGH ANY OPENING 13A_;;S - ERS -- O CONFORM TO ,.B0 SEC. ICO3.3.3 EN^.= OF HANDRAILS TO R. URN - O WAL_ °ER UBG IOO6.? - - JOIST OR BLOCKING ® FLOOR BELOW I SIMPSON UC2S CR LOPED EQUAL -+I - -- i BEAM PER PLAN BELOW STAIR INSTALL 6 TYPE 'X' G.W.S. (2) LAYERS CEILING, (I) LAYER g' WALLS �- (3) 2X12 STRNGERS FIRE BLOCKING 4 MID -SPAN NOT TO SCALE nq,'_,". '16 s r 2--- -A __L." I ° :5 Ls. OVER A »'7 ° ER Z - FL Air - & e ^ `.A- 6' . Lf 1 _ s.: BAR G0 MA^ 6 _' BP__Gv1 -c;°' - - 1: AA__ , - -J • Z - - O J V :.RA O, al( Q r REQ. RED -! i01 a G R 4" DIA °ERr ON DRAN -� 8" FND. WALL 2x STL,DS -'CI'c 'LAN l *4 BAR '/ER' !GAL ® C.G. 4 HOR :ZON AL ® .O" O.G. 6 MIL BLACK V. 5. 12) SKYLIGHT •••• _ BACK V. B. (2) 2X4 ■ _ .. 7( 47 BAT' INr_i _4T!O ": R °LAN BA -- 'N___A - 'ON PER "LAN 3 - 46. ° _"WCOD 5UBF_COR SUED 4 NAILED - ' 9. il �, r a " 4 F� 1 2X4 INFILL FRAMING - 5/s" TYPE "X" G.W.B. 7:7- s''; 57 PER P AN -- eA-T IA`5I 1J► T ✓ N PER P_ i \ BA .".tS.LA ON PER IP_ A', 5_J 4 \•:.n 4 F_R er S 4 7f 1 , � o BAT'" INSULATION PER PLAN N IC.TG 8" FND. WALL @ GARAGE PER MENSION °LAN P.T_ 5FL P_ ATE 4 A S PER S AR "ALL SCr ED.,i..E AND OR rC 'iDAT'ON PLAN - *4 BAR /ER SA._ t 1EL G 4 F O ZC \'.A. • .O` O.G - (2) *4 BAR CONT:N.JO. S SCALE 1" _ ; -G" N5 4 FO,;N:.ATION - INSTA__ 5/S• TYPE •X' (1) *4 BAR -CNT. NAX. 6 BE.LOA TCF Cr- FND WALL l ye tii \ 1 1 . 11 I � FLR .r5T5. "'ER PLAN _ Q 14' CONS. SLAB 1-,. OVER 6 MIL. BLACK ` 1.5. h \i OVER 4' GRANULAR "1L'_ -° - SILL PLATE 4 A.B. 'ER ' . 0 1 a SHEAR ,HALL SCHEDULE r II r a AND, C. POJNDATI ON PLAN j II „i , •.ti . (2) *4 BAR CONTINUOUS CRICKET 2 X 6 BUILT -UP CURB SCALE I" = i -0" SIZE PER PLAN /N/ 4' '4'IN. CURB FLASHING AS RE_OMMENDED BY MANUFACTURER t2 _A`'ERS LAMINATED GLASS *i2 C A.F.F. 2 LAYERS TEMPERED CLASS ra - 12 -0" A.F.F.) RAF - ERS OR TRUSS BEYOND SCALE : I" = 1' -O" 2!< P 7. - -��{ , 1 1 1 (2) .2' 1/2" GARRAGE BOLTS THRU JOIST 4 POST S) DECK ia) F ti PER EL.E.'AT G". CVEfi w j 5 _e B c ASR C VAR E -€ A - Ih5 'ER °t_AP. • "'.0,OR • MAX CQ 4 st,t4 PATER C0 lM$.RA""rE 4` GONG SLAB 3" GLR. S tee' - *4 5AR x24 • S 5" C G --T_•� I. *4 EAR CONT. MAX E - • BE_Cvr - O° Cr r ND * BAR /ER - GAL • ;5' C G. 4 - OR' ZCNTA. • 10• C . P.T. DECK JOIST PER PLAN POST GAP PER PLAN ISOLATED FOOTING PER PLAN 4' D A r 4 FOUNDA''ON DIRA N ) 8" FND. WALL W/ SLAB BAT :NS PER PLAN 1 ° ' .4!,. P'L 'W COD SUBFL OOR SLUED I NAILED A 1I / 1111 �• SOLID BLOGK'NG 4) 16d NAILS EA. SIDE BOTTOM C' BEAN _z (2; SIMPSON A24 cV FRAMING ANCHORS - s EACH POST i� _7_TI1 i 1--I i i19 III- 1= 1 =1 ,II ICI- S) ISOLATED SOOTING -2X6 F.T. TOP RAIL 1X4 P.T. EACH SIDE 2X2 P.T. PICKETS ® 5 Sib "O.G. j 1X4 P.T. EACH SIDE / 4X4 P.T. POST - --2X4 P T. SPACED DECKING 111 =1 I =i I 1 =1 I =111:--1111 -111- III =l11,, 11, FLR. J5 5. PER PLAN PER PLAN P.T. POST PER PLAN II 4 11 . I U • - s2 STUDS PER 'LAN $ATT INS...LA OT. PER PLAN IPRE55�R 'REA - ED IR v JOIST BA' T P.S...LATrQR PER PLAN r- 3/4 ' T I 5 ° ="rr30 S�F5 OOR 5L.i1EC / ' �A Y 1 � iY f 1t 11 � ►I h.r.t� • tj_I i I I ■ 1 i FLR _5' S r'ER ° =AN T. 5 .,L PLATE 4 A B °ER IP `• AR ►1AL_ SC -tEDu LE ANC, OR r'CV\.. ,, A _ ON PLAN E 4,__.3_A's 1.5 -- (2, rr4 BAR CON - !NUOVS SCALE BEAM PER PLAN -- 2 X 4 CLEAT EACH SIDE (2? 16c EA. SIDE - P. T. POST PER PLAN 6 MIL. BLACK V. B. P T BLOCKING P.7 SEAM PER 'LAN I I = 1 11 � 1 11 =1 ''''- *4 BAR CONTINUOUS 5/5 x5" LAC:, SCREWS THROUGH P.T. LEDGER INTO RIM ,JST. ® 16" O.G. -' ' I- III = III =11 1,= -11 ; 111-1 1 . = I . -. SCALE I" = 1' -0" POST BASE PER PLAN SCALE I = I' -0" iy 1 =t 1Fli A'� - • I r 0.. 11 40 A OI , 0.MENS ON F NS"- PER E E ; A" .OVER _ _S 54..1 h& PAPER 41ER :--EA'n•1446. PER P.-AN P. 5.__ PLATE E A $ PER So CAR hAL._ SCHEDULE A''ir OR rO_ L AT C' - PAN • ✓COR- ' ''''AX OR - ■th 4' C..OPiC Si_ AB STUB QJT *4 5AR x 24 • Ig -C (, *4 ?.AR CONT uAX 6 BE-On , r "ALL * BAR /ER - GAL O .6 t - .0 • ;0 - OC . OG CLR \ 4 DIA °ERr FO.,NDATI0N DRAN C4 14 I 1) •� -- sir -al 1 I II - 1 I F1-- • ' I �r ) 04 r I -' 4 - j - 8" RAISED FND. WALL W/ SLAB \A f,\I■pw0/‘ SOLID BLOCKING - -r J_ ,• f (4) 16d NAILS A. SIDE BOTTOM or BEAM Z! I1 ('1 I (2 SIMPSON A24 FRAMING ANCHORS - -` - 6 MIL. BLACK V. B. a EACH °OST 1 - I IIr= 1�! =I11- ! VIII 1.11 11 1 , -4 , I -(2) *4 EAR CONTINUOUS • 1 �. I 11 "11. • U r-� CONTINUOUS FOOTING BA -T INSULATION PER PLAN CEIL.NG JOISTS - PER PLAN BLOCKING TO TOP PLATE) (5) 8d NAILS e EACH TRUSS , , ' T � i i� r i�� J L L ,�J'���''''J•',`'/ R A35F s^ 24" O.G. (BIRD 30" OR GREATER OVERHANGS --J USE SIMPSON H -I SEISM!L, TIE B 45" 0.0 (TRUSS TO TOP PLATE) 2 X STUDS PER PLAN -- } S I ■ FLAT CEILING 4 SAVE BATT INSULATION PER PLAN sirupS PER °i /►h - PON PER. P s57. - 4 G F' _ "VAC L 51.45" 4 Z -r I 1 4 _ r BA - I - NS.LAT : PLo s' AN - -, r 1 X" Y 7 _ -1 • I LR JSTS PER °LAN i� F !'- ANGERS ' PLAN IM 7 L i WEL' S'/# - 9GR S r - ND i^SAiL - * - 6 MIL BLACK i B- FLR. LSTS PER PLAN - BEAM PER PI AN • BAR SONTINIJOJS SCALE r = I -C BATT INSULATION PER PLAN 3/4 - .4 G. PLYWOOD SiJBFLOOR SLUE: 4 NAILED • 2 x4CLEAr EACH SIP 2 i5d EA SIDE . POST PER PLAN SCALE I" = I' -O" 'ROOFING- MATERIAL PER / ELEVATION OVER BUILDIN6 PAPER 4 SHEATHING 'ER PLAN / RCOF FRAMING MEMBERS PER FLAN INSULATION BAFFLE TO EXTEND 12" ABOVE INSULATION WITH I 1,2" CLEAR AIRSPACE VENTED 2X BLOGKINC V`i/ (5) 2" CIA HOLES PER 24" O.G. TO TOUCH TOP PLATE) FASCIA BOARD PER PLAN 5" CONTINUOUS \ METAL GUTTER -Sd NAILS • 6" O.G. ' SHTG TO BIRDBLOGKING) • OVERHANG PER PLAN - FINISH PER ELEVATION OVER IS LB. BUILDING PAPER O' '/ER SHEATHING PER PLAN SCALE I" = I' -0" 2* ST > PIER O, - F 5.• P � ..� ^ /A - 'O\ J ♦-3R 15 _5 °+ ' I icy ° ASR O /ER = s T - IN6 P=•+K PLAN Z - °LAS -, 46 M1Go:; RI ' or 0NAL. 6" MIN MA\ S SE_OW o� • 'N"-: nA__ Qz„ T ' A yL 1 � I E HORZ. SEE PLAN FOR SIZE s " IA PERF -- F.NATION DRA N SLR. PONY WALL W/ 8 I NH FND WL HEADER NAIL S- 4EATHING TO E.AOER 05' C.G F.. AP.A RAD SATkIN5 ?/8•' ''^N 24.O EXP APPRO •/ED HOOKED . END ''COD `O CONCRETE , . NEL'/2 CL EAR - FACE OF CCNC. MN LATERAL RESTRAINT PANEL BATT INSULATION FER PLAN SIr'FSON H -I SEISMC TIE ®-- O G . (RAFTER TO TOP PLATE) (5) Sd NAILS • '=ASH RAFTER 2 X STUDS PER PLAN L T BAIT INSULATION PER PLAN • SCA : 47 : SEE PLAN FOR D "-,• �, e Lam "__314 - I S ° I J • i R t A! 1 !^ * R R ! t f 1, 1 i F -R -S - S PER P_A\ Y - - \Su -A ,.\ ''Sq. P•.A 11 t ! I (2, 2X S V` I Z 1 . I • I "� iSHEAT 'vG ^ EACH • . 1 - - tl. j- 1P - .i✓ A OG a 3' 1 z II 4 1! 4 1- I li -1 1 1 G0NT :40Ov - - - - - -- ✓r- F - - -- IO C. 12; ROTS - - - 1 I 1(2, BL OCK 11:76 ° WOOS X \ I JC ' 4 I F *r PLAATE NAIL. _ - - _ I II Ii `E� (2, EA G \G c. P - ! . EA . H ` aT E VERT. *4 9 2. S' X PS PER.. _AN I l -- *4 BA? /ER SA_ AT .S' O_,; 4 !•FOR ZCNTA•_ * :C" O C. 1 ROOFiNG MATERIAL PER ELEVATION OVER BUILDING PAPER AND SHEATHING PER PLAN MEMBERS PER PLAN IC" 0.0. NOT TO SCALE 15) VAULTED CEILING $ EAVE CITY 04 WOO - I INSULATION BAFFLE (5HT5 TO BLOC-KING) PRESSURE BLOCK tn OVERHANG PER I''LAN !FINISH PER ELEVATION OVER I 5 LB. BUILDING PAPER ,OVER SHEATHING PER PLAN PERM 'D OAK. 06/04/95 ANY4 OR/01/.111 FOOTING SCHEDULE 4i■ .v1r o 4 1111 11111 fiA.44 YrUL )RTHW4ST, 'N< �'{;Il,h �t. .•t,, ,f.. ..(� 1(;H S URIJL 1LA HUILT ' tiC)M Ilk `t 1 1 ANS �4ANS Ahl " C)/'�'RtGiili ' �' tv ACCCAUANC` rELr[RAI. STAIt RitIOCu(`ION RA AN' iH(,, of kJ 01{ 'GRTIINS Of 'NISI 1, 1 ANS OR IfIATII�, YHFRL of W1*H(x;T WRI••:fN s'1I.'tJ�� -'01.4 A11t.i, Lc 11 Nc Wf F Nr Ii I. f-1 11 1) 11,1;f; ii , A ..NC• ANt 1`l AN '41 R ON HIS sNEET A' IN1'ktMI 1 (M .�t - ►V1C[ 'I)f, . 'HAI L F41.44 AIN. THE ' '.1)1't+lr (ti '�•l;llItCiS N()RTriW{';T -N(. /ARCHITECTS I89 1t; 1•12NII AVENUE Nf 100 WOOUINVILLL.',VAAWL OFFICE- • le; 5) 485 -4000 f AX• (425) 413 6585 OI! FREE: I. 888 - 2724100 WWWAIitJIIfEC1SNW(1)M 4x4 post on 18" dia. x 8" thick conc. footing w/ 2- #4 bars each way provide #3 bar drift pin 8" long e mbed into Tooting 4" typ. V V 24_yrcvide C i) 36 6x6 post on 24' dia. x 12' thick conc. footing w/ 2- #4 bars each way #3 bar drift pin, 8" long, embed into footing 4 ", typ. 6x6 post on 36" dia. X 12' thick conc fooling w/ 2 04 bars each way provide #3 bar drift Pin, 8" long, embed into footing 4' . typ *Use QT 130 (100 cfm min.) @ all kitchen & whole house fan. " Use QT 80 (50 cfrn min.) @ all other locations. "All Fans to Vent to Outside *All Other Requirements 01 2001 WSEC / 2000 VAIO must be met. :Air '- . ' .G 1 ' � ; I'M,' OAK 0e•'O4 /13 ,. r:>AL „r nnir AMIN 0 ; nsED BY DATE FOOTING SCHEDULE CO 12 4x4 post on 12" dia. x 8" thick cone footing w/ 2- #4 bars each way •rovide #3 bar drift sin 8" Ione. embed into footin. 4', t 0. . 0 18 4x4 post on 18" dia. x 8" thick conc. footing w/ 2- #4 bars each way provide #3 bar drift pin 8" long e mbed into Tooting 4" typ. V V 24_yrcvide C i) 36 6x6 post on 24' dia. x 12' thick conc. footing w/ 2- #4 bars each way #3 bar drift pin, 8" long, embed into footing 4 ", typ. 6x6 post on 36" dia. X 12' thick conc fooling w/ 2 04 bars each way provide #3 bar drift Pin, 8" long, embed into footing 4' . typ VENTILATION SCHEDULE SEE 2000 WASHINGTON STATE INDOOR AIR QUALITY CODE Symbol Manufacturer, Model Number, or Equal. OT 130 1.0 Sones 102 cfm @ .25 WG. 130 cfm @ .10 WG. • Nutone' 1 2 'Nutone' OT 80 1.5 Sones 53 cfm @ .25 WG. 80 cfrn @ .10 WG. Notes *Use QT 130 (100 cfm min.) @ all kitchen & whole house fan. " Use QT 80 (50 cfrn min.) @ all other locations. "All Fans to Vent to Outside *All Other Requirements 01 2001 WSEC / 2000 VAIO must be met. ti r v I ti FI_aogc. Ibe a b' r?) 16d XJk6 5i-MAR . t1_ . 1 `c r aIN =I.le4itA51.4 • 4 .ri•lia , Dc 1'AIL A PETAU A 5IM. V°!!! 1.-N ROOK JIApF�RI�sH bd•6' 12.5. T N Ad • b" oz. rt. C. + 8 I I' AINN/• ` I1.1IN 7 - at!! ....A,, P e * + q _ .S l9 i roof framing plan Scale 1/4" _ Y -o" ROOF FRAMING NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS & HEADERS TO BE 4x10 DF #2 @ 2x4 WALLS & 6x6 DF #1 @ 2x6 WALLS, U.N.O 3. PROVIDE VENTED BLOCKING OVER SUPPORTS. 4. BEARING WALLS ARE SHADED 5. AL,_ TRUSSES: - SHALL CARPY MANUFACTURERS STAMP - SHALL BE INSTALLED & BRACED TO MANUFACTURER'S SPECIFICATIONS - SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION - SHALL NOT tai_ FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS 6. SEE SHEET 1 FOR ADDITIONAL NOTES. +� [R sri (j1 MAME) VN. Ofot-1.- WITH YAL1LTEp II..IN6, f1 a / - Ft e t I -p' Ptav- M,s-iN FL-- s- • t', d tr1114. ) 4 N > 4•• Cone L .4 `ea' 9 i •ro 2 x I G slab on grade 4 "r t • lex 24 MIN. * 1K 10 R J. t✓ e, l G' O.G. 19J' crawispace �. `p P is f4ta 13� . e fA,cl id,6 1 G? 0.l � i - ?c i «-�- �L�.JiFE.�! �✓►J \1 t .4 iotx+�i Wtik� 4 -o - � y 2 10 p J . iG s at tf3 K 3C 11P ' ( FRP PP• SOL R � .t✓ i - 1 24 , 4, H . 11 ii wr I , y �21b .I , • - oG • 4 w a t,i a- r..1c#�c ".fi 2 II 13 7Cele. � t O it" 41/. #�1-- roof ventilation Standard Truss/ Scissor Truss Roof Framing Assembly: "'Heated Roof Area: 1532 sf Ventilation Required: 1532 sf. / 300 = Provide 1/2 Ventilation at Eaves, 1/2 above Miint/ 12" below Ridge Birdblocking = 3.5 si./ If - 25% reduction = Eave Ventilation Req'd = 735.36 si. / 2 / si per If. = Provide : 141 If. birdblocking Venlilatio . _ kVentiiation Provided = 370.125 si. Is Greater than Upper Roof ! Ridge Ventilation: 7 "x7" Attic Roof Jack Upper Ventilation Req'd = Provide: Ventilation Provided = Use : Use : Total Ventilation Provided 49.00 si. each - 25% scr'.en reduction = 735.38 si./ 2 / sl. of each vent = 11 -7 "x7" Attic Roof Jacks 404.25 si. is Greater than 11 -7 "x7" Attic Root Jacks 141 If. birdbiockin . Ventilation = 774.34 si. IS OREATE THAN : 735.36 si. Req'd 2.83 si / If. 140.07 If. 370.13 si. 367.68 si. Reg d 38.75 si each. 10.00 vents 404.25 Si 367.68 si. Req'd 404.25 si. 370.13 si. 735.36 si. Req'd -(� " o. tr.� N Crawlspace Area Ventilation Required: Use: Vent Area = Vents Required _ Provide 17 Ventilation Provided = Use: 17 eif 14 "x7" o i l feF 2 = I) STH-HIIag If foundation p ian Scale 1/4" = 1-0' FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION 2. PROVIDE SOLID BLOCKING OVER SUPPC.RTS. 3. POSTS TO BE P.T. 4x4 DF #2 & P.T. 4x6 DF #2 @ BEAM JOINTS. U.N.O 4. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 5. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREAT ED. 6. SOFFIT, VENT & INSULATE CANTILEVERED AREAS. 7. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1 -1/2" FROM CORNERS & WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 8. STEP FOUNDATION PER SITE CONDITIONS. 9. 2,000 P.S.F ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. 10. SEE SHEET 1 FOR ADDITIONAL NOTES. FOUNDATION VENTILATION 1227 s.f. 1227 s.f. / 150 = 14" x 7" Foundation Vents 98 s.i. 25% reduct ,1/4"mesh = 1177.92 s.i. / Vent Area = 14" x 7" Vents, Area - 1249.50 s.i. is Greater than slab on grade 4" conc I" 7 1 I Foundation Vents r'i i L- • �'�i dG>Mc V. ss, 1177.9 s.i. Req'd 73.5 s.i. 16.03 s.i. 1249.5 s.i. 1177.9 s.i. Req - h l --I. °J -co 9L-SE 7GU LE - I t 01 "l 4 •' PI . •' fl r Q RECEI vE1 APR R .2003 PERMIT C:EN ktpat- T./vired Ll1 -�t-t - FDv - -Pt 14 4tAtttiA0 4 1 pecov, f P1 -6 v = 198 plf 1/2" plywood or OSB equal, w / P..1 (gun) nails 01 8' o.c. Anchorage: 16 d nails 6 5" o .:. OR 5/8" AB I$ 48" o.c. to conc. P1-4 v = 304 pit v = 389 ptf ItWI S1 INC PRIOR TO CO N • TPLICTION 1(N. '4 STRUCTURF elJILT CRC M '14 St PLANS S, PLANS Alit. COI'YRIGNTF C itv ACC..OROANCt' "IEPAI STA TU TI' I:I PRO()tt l0N Pr ANY '.'F 4400) , " AL, "t POk11ONS Or IRIS! ''! A145 OR . AR , APONJ '4FRCtii 1M•N4')J1 WR'1TEN PtRMIICint, • it)M ARCM.. 't NOR !,4∎4'' .NC IS 5tN1( '1 - 4 - 4114111!) TriCSf .FAWII ... ANt' 1•LANt. 8C )h'11� 'N tNIS SNEFT AS INS!RtiMI Of 4l: RVICL , Rt, AN: ',BALI At MA N, t1tl It VII ()TY :)I ?CH17E'_ I' 50RIMWEST W1 ARCH ITECTS NORTHWEST 1891b l l NI) AVCNU) NE_ SO I I1)0 VV( lt)UINVIL LL, WA _80,'. OF FICC 1425) .85 - 4900 f AX. (425) 487 - 6685 TOLL f RE E : 1 8b8-27•2 4100 W WW ARCHI I F-C l SNW COM 1/2" plywood or OSB equal, w / 8d (gun) nails t 3" o.c. Anchorage: 3/8"x5" lag screws at 12 "o.c.,or 5/8" AB a 30" o.c. to conc. Use min 3 "nom sills and studs © adjoining panel edges If , 350pIf load. P1 -2 0 I 112" plywood or OSB equal, w / 8d (gun) nails 0 2" c.c. Anchorage: 3/8 "x5" lag screws C 9 "o.c. or 5/8" AB 6 24" o.c. to conc. Use min. 3' nom. Sills and studs fl adjoining panel edges. P2-4 IL m 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails © 4" o.c. Anchorage: 3 /8 "x5' lag screws C 8" o.c. or 5/8" AB 6 18" o.c. to conc. Use min. 3" nom.Sllls and studs © adjoining panel edges. P2-3 0 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8"x5" lag screws Q) 7" o.c. or 5/8" AB © 12" o.c. to conc. Use min. 3" nom. Sills and studs ilt adjoining panel edges. 1. The shear values In this table are based upon the use of 8d, pneumatically driven • nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nall spacing Is for all panel edges. Block all panel edges. . 3. Spacing of nails along Intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXP1/EXP2/EXT or C- C /C- D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. 0 1M In l(N I z 4 - T GC, 19 , :AWN H: nA'r BAK 06/04 /613 ArFgA, H r. --- I,A'F ANY4 09 /0I /6161 ;;_ ASED BY: DAZE. SHEAR WALL SCHEDULE (see 1997 UBC tables 23- i14-1, & 23-11-1-:,) P1 -6 v = 198 plf 1/2" plywood or OSB equal, w / P..1 (gun) nails 01 8' o.c. Anchorage: 16 d nails 6 5" o .:. OR 5/8" AB I$ 48" o.c. to conc. P1-4 v = 304 pit v = 389 ptf 1 /2" plywood or OSB equal, w/ 8d (gun) nails (g 4" o.c. Anchorage: 16 d nallse 4" o.c. OR 5 /8" AB to 36" c.c. to conc. P1-3 1/2" plywood or OSB equal, w / 8d (gun) nails t 3" o.c. Anchorage: 3/8"x5" lag screws at 12 "o.c.,or 5/8" AB a 30" o.c. to conc. Use min 3 "nom sills and studs © adjoining panel edges If , 350pIf load. P1 -2 v = 516 plf 112" plywood or OSB equal, w / 8d (gun) nails 0 2" c.c. Anchorage: 3/8 "x5" lag screws C 9 "o.c. or 5/8" AB 6 24" o.c. to conc. Use min. 3' nom. Sills and studs fl adjoining panel edges. P2-4 v = 608 ptf 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails © 4" o.c. Anchorage: 3 /8 "x5' lag screws C 8" o.c. or 5/8" AB 6 18" o.c. to conc. Use min. 3" nom.Sllls and studs © 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"x5" lag screws Q) 7" o.c. or 5/8" AB © 12" o.c. to conc. Use min. 3" nom. Sills and studs ilt adjoining panel edges. 1. The shear values In this table are based upon the use of 8d, pneumatically driven • nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nall spacing Is for all panel edges. Block all panel edges. . 3. Spacing of nails along Intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXP1/EXP2/EXT or C- C /C- D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. AREA SUMMARY 1_,,;;er Flnor Mzun Floor: U :,er Floor 0 c,{_ 1195 s f 1135 s.f To al: 2330 s.f Ga age: 648 s.f. ti -61 P -m PL.. CSle. AG, bN To turf w� (zB) lad • 1ST 3(_ 1 4 1 -- NCR, UC4Ik arner wdo. hdr. support dtl. 1 � u4 ti e.ii , t- ,,. (2)4. FL.IFt. wis;.0d 1 sli A f t1 i bad carpa.t NAUNG US I 0- 9-EAR WALL. PiAL.tyf, SEE sw /MULE t Iry rtaL • 6' oG. To 2X4 rt i..ER Irp rfAL • 6 04. To Tau s i0- 2 POwS 1rD rfAL • 6t OL. TO TOP PLATE (i 3/41.11-0/ ROOF PLAP AGM PF03 • j L• e ( upper floor plan Sole 1/4" _ 1' _0 'IN % HI.GRL . ee N 2 l NG1 ,- F1. 3 �J to 1-NR `o l� N- 56 FULL. 1441 SjUps Ub :R. sU55,ar t1iSS 4 \ t I csico4 •brlTaBM ESE Lo1-1 / (ZS` loci t_ slur i�RJ • Mi ! 2} PF. SSURE RtUEr v4-v61i Ex.CT Y� as WP� J * r N. TG T1 ' z jF 2 �� - rtlG a II 1�4cc NOTE : AT I Co ° B' GARAGE boon H E,4 ER fair'3UPoo BY O3) ZXco STUps _4 (�`�F1DIoF.1 42s) Kee - , =r L441_4_ IBi/ • • ✓t "� T 4 l s. lc ! I, (2A .ter IDS : j ■ 61 — / _ ;735 FA 1 f P(. +5 0 (t iJ') l �rJk��fjc,_ _ - S'L ¢ r ( S-T : t . I01ZJ A55 FATOP F1-1b 04 MINI?° o prFt , V1tN 4 patio 4" cone GVIJt. VOW, -C 2 i dinin car F.j (7JS 16, I! t * --- 1 - �'' I ra . III L& 1 th • r t- g d ,� F �� 11PXs a 14 -Q E liv —.in9 Carpet ;op ^f .`" main floor plan O Scale 1/4" = 1' -0 * all beams & headers to be 6x8 Q 2x6 walls, unless noted otherwise 6' -0" max. span . all beams & headers to be 4x10 2x4 walls, u.n.o. 6' -0" max. span ' provide solid blocking over supports 4 provide fireblockin @ all plumbing g p g penetrations ' window sizes are normal rough opening width & height ' window headers @ 6' -8" above main floor, u.n.o. ` all wood in contact w/ come. to be pressure treated ' exterior walls to be 2x ® 16" c.c., u.n.o. ` upper floor framing to be 2x10 joists Q 16" o.c., u.n.o. plan Indicates direction " celing joists to be 2x6 0 24" -pl: idicate: d :c n o.c., u.n • indicates punt load sUPPIo RTE. a t3' (z) 2,,14 UDS LI•f4.o 0 n Ica es t . on < THGXX conc. to wood holdown CULL L -1rx, C taALl..ct,1 pleAgle orch I 5' ? -L ! dociing eo -t tt nitnn 0 0 0 G3 -11 �- I / ,/ 6 -AW`J ri- ^.A •F. BAK 06/04/ .13 A ERA 13' DA1 ANW 09 /0I /aa ''SED BY DATE t 4')t ir &RCHIT EC TS -- -- - - IFSF pi AN ,, AR) (;QPrF1fC.1i1Fi) N ACCdItQANCF 1, , 1EL O RAl iTAlltlf' KFN 5t AN, V � ',��� t Alt OR NOR IIpNS VI 1 'tit "HE SE I't -A N'� ( �� \R,A 11(�NS 1)Tt IN UI W11H(x T WRITTEN 1'tRMIS:;ION `M ARCHIII CT:, NONt1i,WF T. NC IS • : IRA - 111 RI, , N 1 94FE• AS , 01 ytR∎ACt. 2E. 1', ',HA L REMAIN. '11E F ROkE.RTY 01 anit.c.. 'aQR1MWt `T, 'N( 10. /// // '411111 — --- - -- — - -- - N O R T H W E S T I?NU A Nl1L N 48 A) 2 , I OFFICE. (425) 485 A) FnX ,41 T) 467 • �i585 TOLL FHI :F: 1 -8b8 2/2- ,100 WWW ARCHIIFCTSNW' C(7M F L 11 O - I I4•I Y All N �Ydt(XXI M�Y/Wt7Q11 O t • r rb •4 • mum awn •ants onu w lo.ulu(• im. • 'FA ilo ■ 'Num ■ I �I w'r�ri'r'ri� FOYER CHAPTER 6 PRESCRIPTIVE ' 50 5.00 MILGARC VINYL FIXED 532C 1;2' AIR YES 0_35 7.50 2 -63 LiV'NG 1 2 5C 500 MILGARD V:NYL CASE 5520 12' AIR YES 0.36 12 -50 450 !V.NG 2 2 50 5 00 MILGARD VINYL FIXED 5320 ' 2' AIR YES 0.35 25.00 8 75 D:N.!NG 2 00 250 5.00 MiLGARD VINYL CASE 5520 ' 2' AIR YES 0.36 1250 450 DINT G 1 2.50 5.00 MILGARD VINYL FIXED 5320 1:2' AR YES 0 35 12.50 4 38 KITCHEN 1 4 00 3.00 MILGARD VINYL SLDR. 5120 ' 2' AR YES 0 28 1200 4.56 NOOK 1 600 500 MILGARD VINYL SLDR. 5120 12' AR YES 0 28 30 -00 11 40 NOCK 5 00 3.00 5.00 M_3.4RD ViNYL FIXED 5320 AIR AR YES 0 35 15.00 5.25 :AM' _v 500 5 GO MILGARD V, NYL SLDR 5'20 ' 2' A.R YES 0.38 25.00 950 FAM'_" 5.00 5 00 MILGARD VINYL FIXED 532C ' 2' AIR YES 0 35 25 00 8 75 CE\ 1 2 50 5 00 M LGAR0 VINYL NIXED 5320 ' 2' AR YES 0 35 12 -50 4.38 DEN 2 50 5 _" VIL3A^� VINYL CASE 5520,' 2' AR Y ES 0.36 12.50 4 50 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE PROPOSED INSULATION OPTION NUMBER III CEILINGS R -38 MAX. GLAZING PERCENTAGE ALLOWED UNLIMITED VAULTED CEILINGS R -30 PROPOSED PERCENTAGE GLAZING 17 17% ABOVE GRADE WALLS R MAX. VERTICAL U -VALUE ALLOWED 0.40 BELOW GRADE WALLS IN( TERInRI P �.: PROPOSED VERTICAL U -VALUE 0.36 0.58 FLOORS OVER UNHEATED SPACES SLAB PERIMETER R -30 R -1 0 MAX. OVERHEAD U-VALUE ALLOWED PROPOSED OVERHEAD U -VALUE 0.54 DUCTS IN UNHEATED SPACES R -8 MAX. DOOR U -VALUE ALLOWED 0 20 4 00 VILGARD PROPOSED DOOR U -VALUE 0.20 5320 1.2' FOYER PRESCRIPTIVE HEATING SYSTEM SIZING: 2.50 2.50 MILSARC I VINYL I FIXED 5320 ' AIR 'DES 0.35 6.25 2 19 MSTR BEDRM 1 8.00 4.00 MILGARD VINYL OBL SLDR 5120 '.2' AR YES 0.38 32.00 12 16 MSTR BAT-- 2 5.30 4 00 VILGARD VINYL FIXED 5320 1.2' AR YES 0.35 40.00 14 00 MSTR BAT i 1 2 00 3 OC MILGARD VINYL CASE. 5520 1,2' AR YES 0.36 6.00 2 16 BEDROOM 2 1 3.00 5.00 MiLGARD VINYL CASE 5520 112' AIR YES 0.36 15.00 5 40 BEDROOM 2 2 2.0C 5.00 MILGARD VINYL FIXED 5320 1,2' AR YES 0.35 20.00 7.00 BONUS 2 3.25 3.50 MiLGARD VINYL CASE. 5520 12' AIR YES 0 36 22 75 8 19 BEDROOM 3 5 00 4.00 MILGARC VINYL SLDR 5120 1!2' AIR YE_S 0 38 20.00 7 60 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: ELECTRIC RESISTANCE (BASEBOARD; UNIT HEATERSI• CONDITIONED SQUARE FOOTAGE X .005882 - 13.71 MAXIMUM KIN OUTPUT OTHER FUELS CONDITIONED SQUARE FOOTAGE X20 = 46600 MAXIMUM BTU OUTPUT GLAZING SCHEDULE I �JvM i 00r i 'WND •1 `,.:T.7 1 MAN.! 1 =4AME 1 VO' AR .PE "."7. 1 GAP MAN FLOOR UPPER FLOOR DOORS WITH MORE THAN 50% GLASS SKYLIGHTS AND SKYWALLS (1) U- VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC TABLE 10 -6A B, C, D OR E WN)S ! W 1 GLAZING % = AVG. U -VALUE = TOTAL 1 HEATED AREA �A TCTAL ;TOT 2) AREA TOTAL ( :UT `•) Plan M2330C3F -0 r . 0 -Eli.• Y4�i AREA 1 +'I WND. TOTAL: 364.00 INOC -C 1 11 3 Dal 6 67! S'MPSOV I WOOD 1 DOOR 1 6001134' !AIR !YES 1 0.361 20.011 DOORS WITH MORE THAN 50% .LASS- TOTAL: 20.01 AVG. U -VALUE (VERTICAL GLASS): SKYLIGHT TOTAL: AVG. U -VALUE (OVERHEAD GLASS): AREA 16.00 'A I 131.78 7 20J 7.20 0.36 1STARWEL_ 1 11 4 001 4 CO!MILGARC !VINYL SKYL GHT1 7 8013i 4 ' 'AIR INC I 0.541 16 301 8.6401 8.64 0.54 UA I 400.011 1 47.631 TOTAL 1 TOTAL 2 400.01 S.F. = 1 717% 2330.00 S.F. 147.63 UA = 400.01 A 0 37 U -VALUE Ibt' - e 2x FUO:Acrs 1EC a et A •e d7' a 1 if'lL 1Sf? WALLS & { ^ �L" °i G Ff dPAart tl ai* 1 i I Mar crawl spa ce 4 .1..1�� � �i • i . tl�! 1 .1.1.11/ ►.�i a. fad 1' ile `/ `,b 1I 1_t 1,11 r r - Ca AFIC' - *1(.4. • -2w c 1. b 19 build n section A 12 scale: 1/1i4"1' 2, C0 4T U 1C0' O•C. 21 !NS e 4.4 4 r c � y ---. 51--- fi t- ••••. ` ' G _ -A' �7 U {p ' m " c* 140 opoo M A , I 1 6 2.0 4�y RECEtti* J • • 'CITY CF TUrt .. ■ A APR 1R no, PERM:' C FNTE(. (_;3 - 1 1 File: D03 -0112 35mm Drawing #1 LINE TABLE LINE LENGTH BEARING L12 1.05 S14 CURVE TABLE CURVE LENGTH RADIUS DELTA C9 37,34 52,50 40 C29 56.73 215,00 15°07'06' N. / / / / / / / / - 4" do • / kin. , aln 4 / 4" clia storm **din / Y WALL 4' TALL N \\) I, 0 \ N I <ri N • 6" N, „ B5g4 6/4 S7516 "10 "If 86 81 1 'WEST COT T ® • Since 1872 \ N N \ Pj /1 SD GA / VI Inch 1/16 " 9„. t,„. CI , OIL 16 19 IL 19 19 It IC IZ vv01 IIIIIIIIHIIIIHHIHHI HHIHIllifilhifillifill 11 1111111111111ifiiffillifiiffilln111111111111H111111111IHNHHIHHI Lot 1, of Cascade Glen 132111 38th Place South -Cl c., O ;-- (/ ,0 NEW UNDERGROUND ELEG./N /NM. / WATER SERVICE LINE S s .--,___--- 5112 LINE ,PF ,; (9" — A- SD SD /4" RAIN DRAIN cz . NEIN s GAS LINE f2L, a R 7 •T:J co SIDE SEWER STUB CONC. SIDEWALK WATER U • rj ■••= ••••-•• r0 0 U C) CL-7 0 . , rj r. t,/ 0 • •—• 4- 21 . 11 1161