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Permit D03-300 - CASCADE GLEN - LOT 5
CASCADE GLEN - LOT 5 13215 38T" PLACE SOUTH D03 -300 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600050 Address: 13215 38 PL S TUKW Suite No: Tenant: Name: CASCADE GLEN - LOT 5 Address: 13215 38 PL S, TUKWILA WA Owner: Name: DREAMCATCHER HOMES LLC Address: 13407 51 AV W, EDMONDS WA Contractor: Name: J A K DEV & CONST CORP Address: 13407 51ST AVE WEST, SEATTLE WA Contractor License No: JAKDECCO23NS Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N doc: Devperm DEVELOPMENT PERMIT Contact Person: Name: JAY KIEROUZ Address: PMB 1190, 13619 MUKILTEO SPEEDWAY, #D5 Permit Number: D03 -300 Issue Date: 10/24/2003 Permit Expires On: 04/21/2004 Phone: Phone: 206 300 -6874 Phone: 206 - 300 -6874 Expiration Date :09 /04/2004 DESCRIPTION OF WORK: CONSTRUCTION OF NEW 2516 SF SINGLE FAMILY RESIDENCE WITH 644 SF ATTACHED GARAGE AND 120 SF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, STORM DRAINAGE INCLUDING AT ROCKERIES, AND LAND ALTERING. WATER DIST. 125 & VAL -VUE SEWER DIST. Value of Construction: $ $249,490.80 Fees Collected: $3,448.19 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 150 c.y. Fill 150 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Private: Profit: N D03 -300 Public: Non - Profit: N Printed: 10 -24 -2003 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performanc work. I am authorized to sign and obtain this development permit. Date: (6r2-4/ b 3 Signature: Name: I 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. doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2aJ 003 -300 Date: /a -2,1k, Printed: 10 -24 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600050 Address: 13215 38 PL S TUKW Suite No: Tenant: CASCADE GLEN - LOT 5 PERMIT CONDITIONS Permit Number: D03 -300 Status: ISSUED Applied Date: 09/25/2003 Issue Date: 10/24/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. doc: Conditions D03 -300 Printed: 10 -24 -2003 i.l r�C.:'��j• y C n' i j•� i 'm ...:.t,....rt. wl'nt,L....�:. w +L-.. .,.�.. �s�19,36aav;e t�:.�.¢.. r's.. •�,n h' w,°: r'. ��' 1k• r`= � ',s�Y# p`:Sr;�l i ?Lf,'�n.9�1� . '• : f.�. ��i�fL; ?�' +3�1P City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 23: The Land Altering Permit Fee is based upon an estimated 150 cubic yards of cut and 150 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 24: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 25: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 26: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. 27: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 28: All conditions of the Hillside Homes a.k.a. Cascade Glen plan approval shall be met. Refer to Permit Nos. MI2000 -278, L99 -0023 and L99 -0024. The Geotechnical Engineer shall provide certification on a lot by lot basis, including excavations for rockeries, that the work has been completed in accord with all geotechnical recommendations. 29: Rockeries shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. 30: Install yard drain(s) and perforated pipe along the driveway, as necessary to prevent on -site ponding of storm water runoff. 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. doc: Conditions D03 -300 7'U'A`�S7 Printed: 10 -24 -2003 n.. av doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: /TV Print Name: D03 -300 Printed: 10 -24 -2003 King Co Assessor's Tax No.: ) Li Z2-6 tD . 066 C) `z �\ )3 � Tenant Name: C I' t_� 7`j LD New Tenant: .... Yes ❑ ..No Property Owners Name: , 7 �i� -e`;iZ `' t L- f Mailing Address ‘ 11 ,© 13 61 ?"4,6 zcT�^t) zt =fit Y ' .> L y 98 63 -L City Site Address: Name: Address: E -Mail Address: - �!� f��2L� c� 2 °? lkv _ . Ce` ORMAATI Contact Person: E -Mail Address: ARCHIV Contact Person: E -Mail Address: Contact Person: E -Mail Address: Upplicationatpennit application (3.2003) 3/2003 CITY OF TUKWILA Community Developmen 'partment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Company Name: Mailing Address: State Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** (ENGINEER OF REC Company Name: Mailing Address: Applications and glans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** C�ptans mint be Company Name: Mailing Address: p lans rhus be wet stamped by Engineer ot< R ecord; Page I Day Telephone. City aatt2an �.� »� +:F�Rsr`�l�.r�'Li�1 Tar3�}i Suite Number: Floor: State Zip State Zip Fax Number ? 7Z( 1 Z 3 L t City Day Telephone: Fax Number: City Day Telephone: Fax Number: State State Zip Zip Zip City Day Telephone: Fax Number: " -- .:w...w.. nt s[f*1).( 1%:r'F. M C: NFORIV A ,44.•.y 7 ✓ `C 1 L3:�. • Valuation of Project (contractor's bid price): $ ) R c-- Existing Building Valuation: $ Scope of Work (please provide detailed information): Al -2(S CO-N_S S 1 4 C2 I cam Will there be new rack storage? 0 ..Yes a. No If "yes ", see Handout No. for requirements. !rovide All.; Building A reas in Sgioare ,Footage Below Y • ".'Floor :- Floots; "!'_ >:B Accesso Stricture! Attap Garage. • Detached: tiara Attached:Carport ;Detached: C :' CoveredDeckk' Uncovered :Dec : Addition'to Existing Structure \36a 6,L{ I 2U "Type of Consttvction :per UBC NJ /3 : T y pe of -Occupancy per UBC :: 2--3 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) Z 1 Z *For an Accessory dwelling, provide the following: Lot Area (sq ft): 6 : Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ Other ( specify) F Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes .No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Sa ety Data Sheets. Vpplicatians permit application (3 -2003) 3/2003 Page 2 Scope of Work (please provide detailed information): Sewer District ❑ ...Tukwila ..Total Cut / (it..Total Fill ( %applicationr\permit application (3.2003) 312003 Call before you Dig: 1- 800 - 424 -5555 Please:refeeto Public:Works`Bulletin#1 for fees andl estimatti aheet::" Water District ❑ ...Tukwila 53... Water District #125 ❑ ...Water Availability Provided Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ... Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ 1I ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line f // WO# WO# WO# Private Private ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ ...Renton ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: • Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment T • Day Telephone: City State Zip Day Telephone: City .1 fate.? i Tip �• •:n+._. 7.+,1 Y titiiaitr:�u't's�isf i:1'•2.'.c::�ivii;.7�::f,&•Ytw' Unit;Type:' ::: :.Qty.'Uttit;Type : 'Qty.. Unit:Type ' ..Qty Boiler /Compressor: Qty. Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment a 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan ? - 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Use: Residential: Commercial: Fuel Type: 9 5 z- s t`; - Contact Person: E -Mail Address: Contractor Registration Number: �l y . g? I a7 Expiration Date: /mil) 4'/ Ly * *An original or notarized copy of current Washington State Contractor License must be presented at the ti of permit issuance ** Valuation of Project (contractor's bid price): $ L, S Scope of Work (please provide detailed information): ) N v r. L L ' �� V - C New ....L Replacement ....0 New ....0 Replacement ....0 Electric 0 Gas ....® Other: Indicate type of mechanical work being installed and the quantity below: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS UTHORIZ -LENT: Signature: Mailing Address: tappliationstpertnit application (3 -2003) 3/2003 Print Name: Day Telephoner , 6 ?4 Page 4 fr /VMcr_t6z'1 z1 City State Zip Day Telephone: (e . 74 Fax Number: C2- � 3 1 4 9 ( City Date: V 4; State Zip u d�i;t auk tsair��t City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600050 Address: 13215 38 PL S TUKW Suite No: Applicant: CASCADE GLEN - LOT 5 RECEIPT Receipt No.: R03 -01299 Payment Amount: 1,930.75 Initials: BLH Payment Date: 10/24/2003 03:41 PM User ID: ADMIN Balance: $0.00 Payee: JAK DEVELOPMENT AND CONSTRUCTION TRANSACTION LIST: Type Method Description Amount Payment Check 2299 1,930.75 ACCOUNT ITEM LIST: Description doc: Receipt BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/342.400 000/342.400 000/386.904 Permit Number: D03 -300 Status: APPROVED Applied Date: 09/25/2003 Issue Date: 1,833.75 54.50 38.00 4.50 Total: 1,930.75 ot Printed: 10 -24 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 1422600050 13215 38 PL S TUKW CASCADE GLEN R03 -01178 SKS 1165 DREAMCATCHER HOMES TRANSACTION LIST: Type Method 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payment Check 2271 PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Description Account Code 000/345.830 000/322.100 000/345.830 000/345.830 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,517.44 Current Pmts 1,191.94 250.00 37.50 38.00 Total: 1,517.44 D03 -300 PENDING 09/25/2003 1,517.44 3046 09/25 9716 TOTAL 447144 09/25/2003 02:04 PM $1,930.75 Printed: 09 -25 -2003 COMMENTS: Type of Inspection: ectiC a'4f'/4 on: ,,,e/ Add ss:� / .. 1 tt Called: Special Instruc•_ s: Date Wanted: 5-- - / -- ay - A 4: Phone No: —...--' ' f / /% ( 51 , ...L 7 ..I, Z ( A �a ' .li . L ' . r/ l' /� (4 .t.477-.: _ � C q r G6'ei° e 7-0-. tea I Project: 4' (d Type of Inspection: ectiC a'4f'/4 on: ,,,e/ Add ss:� / .. 1 tt Called: Special Instruc•_ s: Date Wanted: 5-- - / -- ay - A Requester. Phone No: INSPECTION RECORD Retain a copy with permit INSPECI PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. $47.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: COMMENTS: Type of Inspection: ± _� ( d CF.I �,i St r Address: / ? f� 52-( c C.f 'J �"l ate Call , / fad r iii 5L.16.9 gy m, e ll 4 . Requester: 1— Phone No: "6.4 /3 / 7 1.1 r%r� �O ...../- / D d j /; I r. Proje l�,6 rei,,,,, Type of Inspection: ± _� ( d CF.I �,i St r Address: / ? f� 52-( c C.f 'J �"l ate Call , Special I structions: ate Wan ���� 4 . Requester: Phone No: a INSPEC' NO. IN 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: EI $47.0 REINSPECTION FEE REl Prior to inspection, fee mist be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 44, COMMENTS]) / // Type of Inspection 13140�. Fi na i i.4 ,0 ci c,-2..4._ y s iii `/ i 7 4 ./r .9r1G/ Date Called: 5r ) 3 D 4 3 -; tt.A Date Wanted: � _ '� Mt d G (.7 `.emir „T,/ / -7 l Gi { Requester: • '� C V (,.-,thi (A0), . !/71" ./A, r 1 4 .e9 / Ar Phone No: 206 o — zg 62 CO 44.4 1 )', 6-"' A .•<._ -- 1.••?..4-f.-1, 3) 4 1/94 i ,4 4 li r 10.....t4c�...re /-2) `o/ 1 rl. 7` tA,.ta.1 /..e e1 s-i,s i 1,..,..e J 6-.. ,eir Ad , /44 "0 . )^ , ' ., . , / ,sir -1.X , --. S a / 1, / il ,�► . 4 11,.....-‹-44 (>/ ; k ff l■^lA ! i 4 ' Project: 1. ascacie / � 1e� Type of Inspection 13140�. Fi na i Address: i5 384, PI s Date Called: 5r ) 3 D 4 Special Instructions: Lot 5 Date Wanted: � _ '� p.m. Requester: • '� C Phone No: 206 o — zg 62 INSPECTION RECORD Retain a copy with permit INSPECTI.N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Doi -3o 6 Date El $47.00 REINSPECJ'ION FEE REQUIRED. Prior to inspection, fee mutt be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: j /rvoy _r 6 « bve4.1 f Address: 1 2 g r `'.i • Date C all ed i a 1 Special Instructions: 6 /----- ? Lti-o-vi , Phone N ( t) 7 0- i/1 yoy ,6acI (liJ •i).5, wJ) k ( . , - G✓L4,e, &t., 9A . 57/3/6 c/ f -G'' 9 W -a't \ ' 7/ L t� 4c. - f- L --e,\ (? .o, / d a = l ^ Pr a t om� : nn1 �- S ry �,,� J (� j Ty e of po n : i ( / 5;14- f Address: 1 2 g r `'.i • Date C all ed i a 1 Special Instructions: Date Wanted: ,.., I R- joti .m': Requester: Phone N ( t) 7 0- 1-p INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. p a3 - Inspector: 6 k) Date: 5 7 ( 3/ 6 V $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: S � Projeft: �� - - M - Q g 0 e g� Ty / pe�of Inspecti, n: / . 6 .tfa 4 /‘. . Address: d /. 3 / 3t ,b - Date Called: 3 --,25 - :7 q/ Special Instructions: (12 Date Wanted: F -0 Q � �,rn, p.m. Requester: iv /ci< one No: 730 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 to5 -3�t PERMIT (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: A,d9 Date: 3..e12-1- 0 4.,1 LI S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: za r (' /'._ C , ;)L 6/4,t) - :,- Type of Inpection: /4r; . , i„ r? Address: , %' /5 .5e r'' /� C. Date Called: /6_-. - ' `/ Special Instructions: Date Wanted: �.1 .✓ D'r p.m. Requester: . :( / Phone No: , . 9 o C' 3 'cO- 6 F 7 V 12. INSPECTION RECORD Retain a copy with permit INSPECTION NO. , PE CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No.: Date: (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ( l r roc' Athr c 1ovr rUtnn y'i'4 0 r1- COlfhp\, -Q - c, P f r°°.u' F r-c , wi t A CO w t � , Q4e. rU,, d e c � ©rcJ Inspector. ..\ Date: 3-- _ 1 2- El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 55 COMMENTS: Cl/go-ids Type of Inspection: vua., 4 ( ► � ► � t./ / LUA // ,, 7... , •tj3N /fl /it��t/ — 4 /,'e�/5�-re% ,1� �� Date Called: c' id (frl\ //' 2 4.1 /n1I/ S ✓terry iv (V7') oil i f2r'" -) -- J /6 Requester: j Phone No: J d - 3O 3 - U 3w1 Pro Rt: (.- Cl/go-ids Type of Inspection: vua., 4 ( ► � ► � Addrg �cian tr�c ,1� �� Date Called: c' O S p s: a Date Wanted: a.m. p.m. Requester: j Phone No: J d - 3O 3 - U NApproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Corrections required prior to approval. I griec r: 4 7.00 REINSPECTION FEE REQUIRE P rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 3 / c/ Date: 1 COMMENTS: /FA / / 2 IVAtlr ra . 4 /�i�'4 s 4 i)4:5--/ �J 1 e'4" , - 1 �/ / Type ofpection: I 9 /1 1 ,%v6 1 (? 12/f L /:s .V/ s),.��i/ 4 l,lel //_ Date Called: 3- 3 - a7 Special Instructions: Date Wanted: 4_3 .. — p a.m. p.m. Requester: Phon No: : 0 6- 300— C097 P ect: Ai /FA / 4 Type ofpection: I 9 /1 1 ,%v6 Address: /32/5 3 b I'' S' Date Called: 3- 3 - a7 Special Instructions: Date Wanted: 4_3 .. — p a.m. p.m. Requester: Phon No: : 0 6- 300— C097 /0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 1 6)431 -3670 El Approved per applicable codes. ' Corrections required prior to approval. spec o Date: 4 7.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be :/paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ( , /FA' tic /v T YPe of � 42 t f 7 7 iA b Address: a / S 3 L 6 ) 1/4 aF r 6 • A4/1r s n5 l 1 o . E —, �a a �o jt' -t./4q / / /., ry i A m.. (,.. / ,'n 2 ,n / -s A/ l/-2 - ; 1/NIV o/ / Y .+ //9 // _5 �i N Pr c ' 45 ntq C ( , /FA' tic /v T YPe of � 42 t f 7 7 iA b Address: a / S 3 6 )412 ?/ s Date Called: 3 - s- o / !,._. Special Instructions: Date Wanted: ca.ak 3 -- 6- of p.m. Requester: Phone No c2 dt -300-6,37 /0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. spe PERM (206 431 -3670 la Corrections required prior to approval. Date: —D9 tor: tor: 41...4 -7/ / Z _1 r,. ..1r r ' $ 7 REINSPECTIO FEE REQUIRED Prior to inspection, fee must be .00 id at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. p sche ul elnspection. Receipt No.: Date: COMMENTS: 1) 3 X I H ?SL 200r- ctLov -e, i t v, ve•nnon ree t / t r4 S (2. ) vZ }< S ' t ' v AS q* 1 e k ed I h 4 F Cl bo v l V-■ - 1 - ( - 1ev. ut101 11 Requester: /Jic_ Phone No: 06 73 O - 9 Ot Alo ----- r Lib:4-P, / Prclject: ( ,,�z...2 L. _ I (` 1� -i-L_ - Type of Inspection: • � �a• -/1'1c .. Address: � /3e /5 pi 5 Date Called: ,3I3/o Special Instructions: /Lb"1 5 Date Wanted: /' amp 3/`7k P.m. Requester: /Jic_ Phone No: 06 73 O - 9 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 PER ( 06)431 -3670 Corrections required prior to approval. Inspectors' ,'A Date: 3-9-01-1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ' CQsco G � 1� ,,\ 415 p , Type of Inspec � Inc/ Address: I 1 S— -2)s., �' S Da te Called: _ �3"U� Special Instructions: Date Wanted: e ), 13_6 y a.m p.m. Requester: tC_ Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • YJ �• �•� 'W ; I „ 1)03 3ov COMMENTS: pproved per applicable codes. El Corrections required prior to approval. Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: y A, ... ,:dn}`. N:,,� xs •�.¢i..i:SEfe�yl ;�Xi7 'F,":sz:i'f��''.:i+;,: i.io �Fa r;:�t�. isve }- J3cill:�:�;i ";riS::c�ii'..LL .5. :.� "c: •al.:. COMMENTS: Wcf f Sil Type of Inspection: ����• • A s sDate Is.... 3g f i i I- I `I --\O \C\, (0u)y, 5 vG, ' 3 U 1net v14 I '\ v v\ 5 � - Gt of rp�./c°ci 11 O IL `--\-o i J eC \P r — h } P C ^ ( Type of Inspection: ����• • A s sDate Is.... 3g f i Ca le k,12 Date Wanted: � � � Olt 5, p ci Instructions: Requester: � 1V IC_ik, Phot NQ: h _ 13D- D -9`e04 0 0 - 3o0 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 O N Approved per applicable codes. El Corrections required prior to approval. Date: \ 04 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P .$Jett: c I Typ , ,of In ectiory: Address: t -/5 -31 ,oI S Date Called: ) Special Instructions: .� (C. 7091/1 GG LET C ri �� ,`-) S I B i-o-1-- Date Wanted: A /U`� r* Requester: // 111 icK- Phone ; f' 73 U - 9 (4, INSPECTION RECORD Retain a copy with permit NO INSPEC ION NO. PERMIT .CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 pproved per applicable codes. Corrections required prior to approval. 0 COMMENTS: In ecto : / Date: / r / Aik, . l - / - $4 .00 REINSPECTION FEE R QUIRED. Prior o inspection, fee must be g id at 6300 Southcenter Blvd. Suite 100. C I to schedule reinspection. Receipt No.: Date: Pro' ct: 0S(rtr'P ii - 4- S Type of Inspection: • .i'1) Address: Date Called: Special Instructions: 1 _ A (-1 IC -S S , ) -t // , ,4 s o* - f irV °( a /yr . Date Wanted: (aa) 1 / ,.310,3 P.m. Requester . .1 U y Phone (L ) -3OG' 66 7 pl C1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. D93-300 Corrections required prior to approval. COMMENTS: aoLuit g ittp Am ( tai1L -6D o 1 • Inspector: 114,oin2 Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z ,��-• Z ce W 6 J U co o J e- W O a = w Z I— O W U � 0 W W u. O Z W U O 1— Z Pr t: u/9--.56-,47--)F 6.1a) Type of Inspection: Gloflnst Address: L� /-5 706:: Date Called: Special Instructions: Date W ted: / „ .c),, a.m. p.m. Reques er: P D Co) 73o` -.7 INSPECTION RECORD Retain a copy with permit INSPECTI• NO PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CO ENTS: RC ceipt No.: 1' Approved per applicable codes. OCorrections required prior to approval''” Insp o Date: �l 1 M / / CJ J 47.00 REINSPECTIO FEE REQUfrED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Sdite 100. Call to schedule reinspection. Date: L;2 — c.; 0 I'yit_ ite r 1°'n`� ~ l ` 5TYP7? p of Address: Date Ca led: 2 03 Special Instructions: Date Wanted: i l /2- n Requester: t Ph o• Le"7.0. q( 2 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit R orrections required prior to approval. COMMENTS: 1 .00 REINSPECTIO FEE REQUIRED. Pri to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100 Call to schedule reinspection. Re - ipt No.: Date: // _ 2 c _ a Date: Pr ect: 2 ' .i2( Q C Iei � Typ f Ins ectio oT v A Address: 133. ) ; 3 8 S. Date Called: - I1 i 50 Special Instructions: Date Wanted: w (L/ e4- Requester: Pho a No: INSPECTION RECORD Retain a copy with permit INSPEC • N NO. PERMIT. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (06)431 -3670 1 Approved per applicable codes. Db3 Corrections required prior to approval. Receipt No.: Date: 47.00 REINSPECTION FEE REQUIRED. to inspection, fee must be paid at 6300 Southcenter Suite 100. all to schedule reinspection. COMMENTS: Type Type of Inspection: 5D • " Li Special Instructions: Lot 5 Date Wanted: , 1_26 _ 03 p.m. Requester: A'i cK. Phone No: '?-0-73O-2'j 2 1V2-10/0), [ t 17, \ .,. - (iJ F/LnTwt t. ,� W k . \ r p o l l � l Y^= t t -_Lt I \/ +t - S . i I. , , Th`=.- 5 . r - (t ./1-4:.. Project: , . Glen Type Type of Inspection: 5D • Address: )3,215 3 S +h p1 5 Date Called: 1 1 _ 25_03 Special Instructions: Lot 5 Date Wanted: , 1_26 _ 03 p.m. Requester: A'i cK. Phone No: '?-0-73O-2'j 2 SD Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PO3 -30o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. El Corrections required prior to approval. Inspector: Date: 24)3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: s: J}+. ria;. i�iir3ui`:':' 7:' �: wt._+;: tct:..' i�::.. ":i.;.':.';..n,::.%: �5:• NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 'fl-IAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. COMMENTS: Type of Inspection: • dow port droi In Con ned ion Address: 13215 38th PI s A � Date Called: i 1 - 1 7 7 03 �— Special Instructions: Date Wanted: �^1 Os)) 18 Requester: W , ay /Dr amcatchel Phone No: X06- 300 — b S7./¢ tta , .3 L 0 tom►4.1 t,4.0.. C c. ` t S `o` i " t ;:) ):'i , <<'._a t .;Ea. 4 r ff A i s r.= - u'c ln�. i !', .,..r ,� A� %' ; 1 `� ^- ✓ ), • ! u ',1 1 f Project: L a5e0ie. N en - Lot S Type of Inspection: • dow port droi In Con ned ion Address: 13215 38th PI s A � Date Called: i 1 - 1 7 7 03 �— Special Instructions: Date Wanted: �^1 Os)) 18 Requester: W , ay /Dr amcatchel Phone No: X06- 300 — b S7./¢ tta P.) P03 -200 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. E1 Corrections required prior to approval. Inspector: Pi 10 Date: v f $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: J Pr ect: . Cleo-a5 TT of Inspec ion: we kig 4 r 3'g f / . S Date Called: i / / c2-3 ( Special Instructions: 6L- / 1 -f p o..ss, Date Wanted: ), / (/3J&3 Vim. p.m Requester: /� is Gl� IY Phone No: 11 Li INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 roved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Ina ector: fIAAAJ -, ", 0A e j El 47.00 REINSPECTIO REQUIRED. id at 6300 Southcenter Blvd., Suite 10 R &c`eipt No.: Date: / i // 3 i D 3 nor to inspection, fee must be . Call to schedule reinspection. Date: Pcjza" ...- (I' dili - 1 f - Tyae_of Ins pa;: 0 Address: _ Pi„,...s , Date Called: d) Special Instructions: Date Wanted: p.m. Requester: Phone No: ■„ 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION .r.-; 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PERM 1 (206)431-3670 ApProved per applicable codes. El Corrections required prior to approval. COMMENTS: • - G*ec).--7 r-e \p004 ov. si -e . • f(N v\ p\ef • O vouv- CA ) ACAA i f l Y1Crk I h' 0 Inspector: Date: . 1 0 j a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection,fee must be paid at b300 SouthcZnter Blvd., Suite 100. Call to schedule reinspection. Receipt No.:. Date: t % ' OctSc . 4-c.4.4 IJ)f 4. ■ -- ---, i 4? -17-5-- c 'CSC..,. 4-i I' a `1�-� - 4-__ cn . '' t C' I A 1\ e . r . 4-� \ 7r \ _ 7 C4 c--)( .e•t- Q I _ c- - cac 1S ., ti i - --. (\et e . rr \ . ; I ,.�,-�e ( ) ._ S.I•C, 4 -t \ ) C:01 � it re C... S 1 I GVL' ��!l(�°c` t {\ r (' C' , G.or Ac•_t\c�'._ /.>; e---.,e . .3r$ C � �1- N k-NZc..,_ 11(l 1�C.rTt A..0 el f",(\ t"X..�� �� Ock.4,1 oc , 4t C) r e.a�-' u �.�. x i t• �r C. CM 0 45 c l o c r , � . (-r r( Cam■ c e (� ; \ -'r I ..c.._ '� -2) C. (r (c �.5. 4.,ce' r 1 \ G't-- -t'\ c ( ,o,c'tl I c)r 1 C., ('t r . ; 9c• l •rQ f \ f1 n Y.-1- . f- - Ir. 1 -- r ,t t r-k , _ As - '" Q 38018 , w� Qt S ISTER , . ` 15 YON A L 1 114G tn1G?FS -7 /-2 7_c-.. t _ 1 RECEIVED ot.. MAY 13 2004 BUILDING ' r'�� _ zs '' 7. DEPARTMENT Project Earth Consultants, Inc GCOICCllitkal D1011MSS. Gr»by¢sts & Dmironntattal ScicntLsls Construction Tatting & 1C13O / 11A130 In_gKCtion Sc n1c' s 1805 136th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643 -3780 • Toll Free (888) 739 -6670 FAX (425) 746 -0860 DAILY FIELD REPORT General Contractor Grading Contractor Time On Site Travel Time Permit No. Job O � � 1 c .� i ` L, General Contractol-'s Superintendent Grading Foreman Job No. 1cat7�, Time Off Site Miles Hrs. Charged Page of I i Da ather Visitors ienUOwrler t C_L\el Received Unchecked By Checked By Report No. Day of ' ` cl Wpek Date Are approved Plans /Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: I COPY TO: t CONTINUED ON NEXT PAGE ❑ I NOTES: 4' MAX. HEIGHT CONNECT TO CATCH BASIN OR DAYLIGHT TO DITCH 6 1' MIN. OUTLET PIPE SEE ABOVE FOR ROCKERY DETAILS 1 NO STRUCTURES, ROADWAYS, OR PARKING LOTS IN THIS AREA. MIN. 16' UNDISTURBED • SOIL 2' DIAMETER STANDARD STEEL PIPE RAILING WITH WELDED JOINTS HOT -DIP GALVANIZED. ASTMA 3. ORNAMENTAL IRON HANDRAIL MAY ALSO BE PERMITTED WITH CITY ENGINEER APPROVAL. 10' POST TO POST SPACING WITH SLIP FIT EXPANSION JOINTS. 2 (OR FLATTER) 1 I NON - SHRINK GROUT (MOUND TO DRAIN) 1' MIN. 4 ' 2% 12' NO FOOTINGS OF STRUCTURES (INCLUDING OTHER ROCKERIES) FREE - DRAINING BACKFILL: MIN. 12' WIDE LAYER OF 2'-1' QUARRY SPALLS ADJACENT TO ROCKERY, STABLE CUT FACE IN NATIVE MATERIAL 1' DIAMETER WASHED GRAVEL: MIN. 6' COVER OVER PIPE: MIN. 2' GRAVEL UNDER PIPE. IT WIDE MIN. 4' DIAMETER PERF. PVC, SDR 35 PIPE/ AASHTO M278/ ASTM 3034: MIN. 1% CONTINUOUS SLOPE TO OUTLET; PIPE WRAPPED IN FILTER FABRIC (MIRAFI OR EQUIVALENT) PLACE PIPE BETWEEN ROCKS TO AVOID WEIGHT. VIEW FACING ROCKERY 4' DIAMETER GALVANIZED AND OUTLET PIPE STEEL SLEEVE 1. ROCK SHALL BE SOUND AND HAVE MINIMUM DENSITY OF 160 POUNDS PER CUBIC FT. 2. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PERPENDICULAR TO THE WALL. EACH ROCK SHOULD BEAR ON TWO ROCKS IN THE TIER BELOW. 3. ROCKERIES ARE EROSION CONTROL STRUCTURES, NOT RETAINING WALLS. NATIVE MATERIAL MUST BE STABLE AND FREE - STANDING IN CUT FACE. 4. IMPROVED WALKING SURFACES ABOVE AND ADJACENT TO ROCKERIES OVER 30" IN HEIGHT SHALL BE PROTECTED BY A RAIL CONFORMING TO UBC 1711. 5. BASE ROCK IS 2 -MAN MINIMUM. (2 MAN ROCK = 200 -700 LB 18 " -28 ") 6, SHOP DRAWING FOR ALL RAILING MUST BE CITY APPROVED PRIOR TO FABRICATION. NOT TO SCALE city of Tukwila ROCKERY & SIDEWALK W/ SAFETY RAIL SHEET: RS -05 REVISION #1: 08.03 APPROVAL: B. SHELTON gY File: D03 -0300 35mm Drawing #1 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Project Name Scidc ( —Ac - Address /2i i `' Authorized Signature etain current inspection schedule Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Approved without correction notice Approved with correction notice issued FINALAPP.FRM Rev. 2/19/98 r4• Permit No. 00 1-- (,) Suite # Date T.F.D. Form F.P. 85 Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 - 575.4439 ta., /t L'At,Y " vJJ:. ' �l.:': uix'4 ° :,�•,�, t. ,,. udt Y n'::Z :+ 07�JlF rrTf',;+u,' y +91P� W+ft#C RNx4+ P: Max Ht - upper= P: Max Ht -main = P: Max Ht -main = ARCH ITECTS NORTHWEST Lateral Analysis: 1997 UBC Compute Wind Load x -x, y -y: Plan t' .. '490C3F -0 Lateral Analysis: Date: 9/1/98 27.5' @ Ridge; :Use P = 15.35 ave psf See sheet 10 for sail area page 1 of 11 15.0' @ Ridge; :Use P = 13.22 ave psf See sht 4 for design criteria. See sht 5 for shearwrall schedule 15.0' :Use P= 13.22 ave psf a y-y, upper = 0.00 It w x 0.00 ft h= 0.00 sf x 15.35 psf = 0 lbs b y -y, • upper = 6.00 ft w x 6.00 ft h= 36.00 sf x 15.35 psf = . 553 lbs c y-y = upper = 17.00 ft w x' 12.00 ft h= 204.00 sfx 15.35 psf = 3131 lbs d y -y = upper = 13.00 ft wx 9.50 fth= 123.50 sfx 15.35 psf = 1896 lbs 1 x -x = upper = 7.00 ft w x 8.00 ft h= 56.00 sf x 15.35 psf = 860 lbs 2x -x= upper = 21.00 ftwx 13.00 fth= 273.00 sfx 15.35 psf = 4191 lbs 3 x -x = upper = 0.00 ft w x 0.00 ft h= 0.00 sf x 15.35 psf = ' 0 lbs 4 x -x = upper = 0.00 ft w x 0.00 ft h= . 0.00 sf x 15.35 psf = 0 lbs 5 x -x = upper = . 14.00 ftwx 11.00 fth= 154.00 sfx 15.35 psf = 2364 lbs a y-y = main= 8.00 ft w x 9.00 ft h= 72.00 sf x 13.22 psf = 952 lbs b y -y = main= 10.00 ft w x 9.00 ft h= 90.00 sf x 13.22 psf = 1742 lbs c.y-y = main= 17.00 ft wx ' 9.00 fth= . 153.00 sfx 13.22 psf = 5154 lbs d y -y = main= 16.00 ft wx 9.00 ft h= 144.00 sfx 13.22 psf = 3799 lbs 1 x -x = main= 11.00 ft w x 9.00 .ft h= 99.00 sf x 13.22 psf = 2168 lbs 2 x x = main= 11.00 ft w x 9.00 ft h= 99.00 sf x 13.22 psf = 5499 lbs 3 x -x = main= 11.00 ft w x 9,00 ft h= 99.00 sf x 13.22 psf = 1309 lbs 4 x -x = main= 11.00 ft w x 9.00 ft h= 99.00 sf x 13.22 psf = 1309 lbs 5 x -x = main= W00 ftwx , 900 fth= 99.00 sf x 13.22 psf = 3673 lbs Check Seismic: v = 0.1964 w (all plywood shearwalls) ; v = 0.2400 w ( gwb shearwalls) Total Wind Loads TWL y -y upper = 5580 lbs TWL x -x upper = 7414 lbs TWL y -y main = 11648 lbs TWL x -x main = 13958 lbs WOAup=( 1709 sf /rf + 1184 sf/ wl + 0 sf /flr )x 10 psf = 28930 lbs : V with gwb shearwalls (min.) W a y-y =( 0 sf /rf + 0 sf/ wI + 0 sf / flr )x 10 psf = 0 lbs : V a y -y = 0 lbs. : not applicable W b y -y =( 355 sf /rf + • 132 sf/ wI + 0 sf / fir )x 10 psf = 4870 lbs : V b y -y = 956 lbs. : plywd shearwalls W c y -y =( 723 sf /rf + 420 sf/ wl + 0 sf / fir )x 10 psf = 11430 lbs : V c y -y = 2245 lbs. : plywd shearwalls W d y-y =( 631 sf /rf + 632 sf/ wI + 0 sf / flr )x 10 psf = 12630 lbs : V d y -y = 2481 lbs. : plywd shearwalls W 1 x -x=( 326 sf /rf + 248 sf/ wl + 0 sf / fir )x 10 psf = 5740 lbs : V 1 x -x = 1127 lbs. : plywd shearwalls W 2 x -x=( 872 sf /rf + 568 sf/ wI + 0 sf / flr )x 10 psf = 14400 lbs : V 2 x -x = 2828 lbs. : plywd shearwalls W 3 x -x=( 0 sf /rf + 0 sf/ wl + 0 sf / fir )x 10 psf = 0 lbs : V 3 x -x = 0 lbs. : • not applicable W 4 x -x=( 0 sf /rf + 0 sf/ wl + 0 sf / flr )x 10 psf = 0 lbs : V 4 x -x = 0 lbs. : not applicable W 5 x -x=( • 511 sf /rf + 368 sf/ wl + 0 sf / flr )x 10 psf = 8790 lbs : V 5 x -x = 1726 lbs. : plywd shearwalls WOAmain= 2418 sf /rf + 3818 sf/ wI + 1164 sf / fir )x 10 psf = 74000 lbs : V with gwb shearwalls (min., u.n.o.) W a y -y =( 313 sf /rf + 280 sf/ wI + 0 sf / fir )x 10 psf = 5930 lbs : V a y -y = 1165 lbs. : plywd shearwalls , W b y -y =( 425 sf /rf + 606 sf/ wl + 174 sf / flr )x 10 psf = 12050 lbs : V b y -y = 2367 lbs. : plywd shearwalls W c y-y =( 831 sf /rf + . 1436 sf/ wl + 588 sf / fir )x 10 psf = 28550 lbs. : W d y -y =( 849 sf /rf + 1496 sf/ wl + 520 sf I fir )x 10 psf = 28650 lbs : W 1 x -x=( 416 sf /rf + . 768 sf/ wl + 238 sf / fir )x 10 psf = 14220 lbs : W 2 x -x=( 1068 sf /rf + 1848 sf/ wl + 588 sf / fir )x 10 psf = 35040 lbs : W 3 x -x=( 0 sf /rf + 530 sf/ wl + 0 sf /fir )x 10 psf = 5300 lbs : W 4 x -x=( 0 sf /rf + 475 sf/ wl + 0 sf / fir )x 10 psf = 4750 lbs : W 5 x -x=( 934 sf /rf + 672 sf/ wl + 338 sf / fir )x 10 psf = 19440 lbs : V c y -y = 5607 lbs. : plywd shearwalls V d y -y = '•5627 lbs. : plywd shearwalls V 1 x -x = 2793 lbs. : plywd shearwalls V 2 x -x = • 6882 lbs. : plywd shearwalls V 3 x -x = ,, 1041 lbs. : not applicable V 4 x -x = 933 lbs. : not applicable V 5 x -x = 3818 lbs. : plywd shearwalls CAP Of RA MA OCT 2 3 2G03 s NORD , 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 RECEIVED CITY OF TUKWILA SEP 2 5 2003 p „ i FILE COPY 003 -3oo / 't 1. lJ l i al WOODINVILLE, WA 98072 FAX: (425) 487 -6585 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( Sum SW 5 x -x = ( 11.67 11.67 0 0.00 0 If shear wall tl sw y -y 14.00 tI If shear wall 54.83 13.50 tl If shear wall 27.33 0 If shear wall 11.00 tI If shear wall tI sw x -x 21.50 tl If shear wall 41.17 0.00 tl If shear wall 0.00 tl If shear wall 8.67 U If shear wall 14.00 7.82 13.50 • 10.33 17.00 22.33 11.00 3.00 6.67 2.67 11.50 10.00 18.50 0 2.67 2.67 0 3.00 3.00 2.67 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( . Sum SW 3 x -x = ( Sum SW 4 x -x = ( . Sum SW 5 x -x = ( 11.67 11.67 23.34 tl If shear wall tl sw y -y 16.32 tI If shear wall 91.66 15.50 tl If shear wall 36.50 tl If shear wall 15.34 ti If shear wall tl sw x -x 19.67 U If shear wall 64.49 18.50 tl If shear wall 5.34 U If shear wall . 5.64 tl If shear wall 8.50 7.82 15.50 • 4.50 9.67 22.33 3.00 3.00 6.67 2.67 13.67 6.00 18.50 2.67 2.67 1.88 1.88 1.88 • ARCHITECTS NORTHWEST �rtnpu�e su esrsti a s ompute V x -x, V y -y • oor. Compute V x -x max. and V y -y max. location upper floor. V wind Verify Capacity of Designed Shearwalls: upper floor. Sum SW cap y -y = - 54.83 If x Sum SW cap x -x = 41.17 If x main floor. . Sum SW cap y -y = 91.66 If x Sum SW cap x -x = 59.15 If x V seismic 198 plf + 250 plf + 198 plf + 350 plf + 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 Date: 911/98 V max #'s / length plf governing force a y -y = 0 lbs 0 lbs 0 #s/1= 0 plf wind Use SW #: not applicable b y -y = 553 lbs 956 lbs 956 #'s/1 = 68 plf seismic Use SW #: P1- 6(198p1f) c y -y = 3131 lbs 2245 lbs 3131 #s/1= 232 plf wind Use SW #: P1.4(304p1f) d y -y = 1896 lbs 2481 lbs 2481 #s/I = 91 plf seismic Use SW #: P1- 6(198p1f) 1 x -x = 860 lbs 1127 lbs 1127 #'s/I = 102 plf seismic Use SW #: P1- 6(198plf) 2 x -x = 4191 lbs 2828 lbs 4191 #'s/I = 195 plf wind Use SW #: P1- 6(198p1f) 3 x -x = 0 lbs 0 lbs 0 #s/1= 0 plf wind Use SW #: not applicable 4 x -x = 0 lbs 0 lbs 0 Ws/I = 0 plf wind Use SW #: not applicable 5 x-x = 2364 lbs 1726 lbs 2364 Vs/I = 273 plf wind Use SW #: P1 -4(304p1f) main floor: a y -y = 952 lbs 1165 lbs 1165 #s/1= 50 plf seismic Use SW #: P1- 6(198plf) b y -y = 1742 lbs 2367 lbs 2367 #'s/I = 145 plf seismic Use SW #: P1- 6(198p11) c y -y = 5154 lbs 5607 lbs 5607 #'s/I = 362 plf seismic Use SW #: P1- 3(389p1f) d y -y =• 3799 lbs 5627 lbs 5627 #s/1= 154 plf seismic Use SW #: P1- 6(198plf) 1 x -x = 2168 lbs 2793 lbs 2793 #s/1= 182 plf seismic Use SW #: P1- 6(198p1f) 2 x -x = 5499 lbs 6882 lbs 6882 #'s/1= 350 plf seismic Use SW #: P1- 3(389p1f) 3 x -x = 1309 lbs 1041 lbs 1309 Wsll = 71 plf wind Use SW #: P1- 6(198p1f) 4x -x= 1309 lbs 933 lbs 1309 #'s/I = 245 plf wn d Use SW #: P1- 4(304p1f) 5 x -x = 3673 lbs 3818 lbs 3818 Vs/1 677 plf aw 'eismic Use SW #: P2- 3(778p11) ( Note: Siesmic loads are strength loads, therefore include 1.4 F.Q.S. for shearwall design.) 0.00 If x 100 plf = 10856 lbs > 5580 F.O.S. = 1.95 :1, OK. 0.00 If x 100 plf = 10293 lbs > 7414 F.O.S. = 1.39: 1, OK. 0.00 If x 5.34 If x Plan : 2490C3F -0 198 plf = 18149 lbs > 11648 198 plf = 21760 lbs > 13958 page 2 of 11 SW# plf SW # plf F.O.S. = F.O.S. = Redundancy Factor Check: Vmax for "p = 1" Vmax = (2) x Vt / sqrt A A = 1575 sq ft. Resulting Vmax = 732.42 plf Since 732p1f > actual 677p1f at main 5 x -x, no added redundany factor required. Horizontal Diaphragm Shear: Roof diaphragm: c y -y: 3131# / 18lf = 174pif. Use blocked sheathing for 4' wide, each side of wall. Sheathing to deck above. Roof diaphragm: 2 x -x: 4190# / 34if = 123pif. Use continuous blocking top of wall to truss plus 6If of wall. Sheathing to deck above. Roof diaphragm: 5 x-x Use blocked sheathing for one truss bay at playroom , connect truss to continuous top plate with CS16 -36 strap. Upper floor diaphragm: c y -y: (5607# - 2245#) / 30If = 112plf. OK < 177p1f. Use CS16 -36 to tie double joist to Joist adjacent to wall, with blocking 24" o.c.. Upper foot diaphragm: 2 x -x: (6882# - 2828#) / 34If = 119plf. Use continuous top plate with CS16 -36 straps at 4x10 headers. Upper foor diaphragm: 4 x -): Use CS16 -36 to tie top plate to 4x10 header of foyer second level. Upper floor diaphragm: 5 x -x: (3673# - 2364#) / 30If = 44plf . OK , use continuous top plate or header. WOODINVILLE, WA 98072 FAX: (425) 487 -6585 1.56 : 1, OK • 1.56 : 1, OK ARCHITECTS NORTHWEST Date: 9/1/98 Plan : 2490C3F -0 f.Ureck'Gvertumlug for Holdown Selection Note: No roof dead load used to resist shearwall overturning, It Is considered equal to any uplift force from wind. Section width V pif ht. M/ width DL /If Uplift upper floor. a y -y = by -y= c - d y -y = d y -y = 1 x -x = 2 x -x = 3 x -x = 4 x -x = 5 x -x = main floor: a y -y = 11.67, 50 pif x 11.67 50 plf x b y -y = 8.50 145 pif x 7.82 145 pif x c y -y = 15.50 362 pif x d y -y = 4.50 154 pif x 9.67 154 pif x 22.33 154 pif x 1 x-x = 3.00 182 pif x 3.00 182 pif x 6.67 182 pif x 2.67 182 pif x 2 x -x = 13.67 350 pif x 6.00 350 pif x 3 x-x = 18.50 71 pif x 4 x -x = 2.67 245 pif x 2.67 245 pif x 5 x -x = 1.88 677 pif x 1.88 677 pif x 1.88 677 pif x Use(6) Use () Use (2) Use(11) Use ( 2) Use(12) • 0.00 14.00 13.50 10.33 17.00 11.50 11.50 10:00 0.00 0.00 3.00 3.00 2.67 0 pif x 68 pif x 232 pif x 91 pif x 91 pif x 102 pif x 195 pif x 195 pif x • 0 pif x 0 pif x 273 pif x 273 pif x 273 pif x 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. _ 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. _ 8.083 ft. h. = 8.083 ft. h. = 8.083, ft. h. = 8.083 ft. h. _ 8.083 ft. h. =' 8.083 ft. h. _ 8.083 ft. h. = 9.083 ft. h. = 9.083 ft. h. = 8.083 ft. h. 9.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. _ 8.083 ft. h. _ 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. _ 9.083 ft. h. = 9.083 ft. h. _ 8.083 ft. h. _ 8.083 ft. h. = 8.083 ft. h. = 9.083 ft. h. = 9.083 ft. h. = 6.500 ft. h. _ 6.500 ft. h. = 6.500 ft. h. _ Holdown and Shearwall Summary STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. HPAHD22 w/ (16) 16d nails, 1 1/2" edge diist. HPAHD22 w/ (12) 164 nails, 1 1/2" edge dist. MST48 w/ (34) 16d nails CS16 strap-461 w/ (28)10d nails CS16 strap -36"I w/(18)10d nails 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 0 lbs - 552 lbs - 1875 lbs - 734 lbs - 734 lbs - 828 lbs - 1575 lbs - 1575 lbs - 0 lbs - 0 lbs - 2204 lbs - 2204 lbs - 2204 lbs - 453 lbs - 453 lbs - 1172 lbs - 1317 lbs - 2924 lbs - 1246 lbs -. 1246 lbs - 1246 lbs - 1472 lbs - 1472 lbs - 1654 lbs - 1654 lbs - 2828 lbs - 2628 lbs - 572 lbs - 2226 lbs - 2226 lbs - 4400 lbs - 4400 lbs - 4400 lbs - Shearwalls, plate nailing and anchor bolts per schedule - as indicated. Uplift = ((ht x plf x width) - (2/3 D.L.x 1/2 width)) / width 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 90 lbs 90 lbs 160 lbs 90 lbs 80 lbs 160 lbs 160 lbs 80 lbs 230 lbs 230 lbs 160 lbs 90 lbs 250 lbs 230 lbs 200 lbs 90 lbs 90 lbs 160 lbs 160 lbs 160 lbs 0 lbs. 183 lbs. 1518 lbs. 461 lbs. 285 lbs. 525 lbs. 1.272 lbs. 1311 lbs. 0 lbs. 0 lbs. 2125 lbs. 2'125 lbs. 2133 lbs. • 107 lbs. ▪ 107 lbs. 723 lbs. • 1085 lbs. • 2515 lbs. • 1008 lbs. 736 lbs. = 657 lbs. 1244 lbs. 1244 lbs. 1301 lbs. • 1574 lbs. = 1700 lbs. • 2373 lbs. -649 lbs. 2147 lbs. • 2147 lbs. 4301 lbs. • 4301 lbs. 4301 lbs. Use: Use : Use : Use : Use : Use: Use : Use : Use: Use : Use: Use : Use : Use : Use : Use: Use Use : Use: Use: Use: Use: Use : Use: Use : Use: Use : Use : Use: Use : Use : Use: Use: page Holdowns selected 3 of• 11 not applicable 16d nails ta 5" o.c. CS16 strap -461 w/ (28)10d nails 16d nails 5" o.c. 16d nails 5" o.c. 16d nails 5" o.c. CS16 strap -36"I w /(18)10d nails CS16 strap -36"I w/(18)10d nails not applicable not applicable MST48 w/ (34) 16d nails MST48 w/ (34) 16d nails MST48 w/ (34) 16d nails 5/8" AB wIiin 12" of panel edge 5/8" AB w/in 12" of panel edge CS16 strap-361 w/(18)10d nails MST48 w/ (34) 16d nails HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (12) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22w/ (16) 16d nails, 1 1/2" edge dis MST48 w/ (34) 16d nails MST48 w/ (34) 16d nails 5/8" AB w /in 12" of panel edge HPAHD22w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis STHD14 w/ (38) 16d sinkers,/ 1/2" edge di STHD14w/ (38) 16d sinkers,/ 1/2" edge di STHD14 w/ (38) 16d sinkers, 1 1/2" edge di WOODINVILLE, WA 98072 FAX: (425) 487 -6585 ARCHITELTS CALCULATED BY NORTHWEST DATE < I / ' SHEET ND. 4 OF I Design criteria per 1997 Uniform Building Code: 80 mph / exposure "B" Wind per Section 1615: Design Wind Pressure: P= CexCgxQsxiw Ce= Exposure Factor, Cq= Method Factor, Qs =Wind Stagnation pressure; iw= Importance Factor Calculated Wind Pressures at Prescribed Building Heights: Earthquake per Section 1626: 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 Standard Design Information (Unless noted otherwise on Plans): 18915-142nd AVE. N.E. / SUITE 100 PHC JE: (425) 485 -4900 JOB 24ct D C3F -c' 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) w u_¢ 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 co d w z � � Z i- � � Base Shear. V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) 0 Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q o u) R = Rotation value from Table 16N ; W = Total Seismic Dead Load a — Ww Vertical Distribution: Fx = 3.0 x Ca x w / R • (Simplified Static Method equation 30 -12) H u. O . z 0 O z 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) /sgrt A Lumber grade: HF #2 or better, HF #3 studs Glue -Lam beams: UBC Combination 24f -V4 Horizontal roof sheathing: 1/2" CDX- 7/16" OSB w/ 8d @ 6" oc at edges (140plf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: • 3/4" T &G CDX plywd w/ 10d 6" oc at edges017pIf 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. WOODINVILLE, WA 9807 FAX: (425) 487 -658 SHEAR WALL SCHEDULE (see 1997 UBC tables 23- II -I -1, & 23- 11 -1 -2) P1-6 v = 198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails © 6" o.c. Anchorage: 16 d @ 5" o.c. OR 5/8" AB @ 48" o.c. to conc. P1-4 v = 304 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. . Anchorage: 16 d @ 4" o.c. • OR 5/8" AB @ 36" o.c. to conc. P1 -3 v'= 389 plf ' 1/2" plywood or OSB equal, w/ 8d (gun) nails c@ 3" o.c. Anchorage: 16 d @ 3" o.c. OR 5/8" AB @ 24" o.c. to conc. P1 -2 v = 516 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 16 d @ 2" o.c.' OR '5/8" AB @ 24" o.c. to conc. - Use min. 3" nom. Studs @ adjoining panel edges. . P2-4 v = 608 plf 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails @ 4" o.c. Anchorage: 3/8" lag screws @ 8" o.c. or 5/8" AB @ 24" o.c. to conc. Use min. 3" nom. Studs @ adjoining panel edges. P2 -3 v = 778 plf . 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8" lag screws @ 8" o.c. or 5/8" AB @ 24" o.c. to conc. Use min. 3" nom. Studs @ adjoining panel edges. Notes: 1. The shear values in this table are based upon the use of 8d, pneumatically driven nails with a minimum shank diameter of 0.113'; into hem -fir grade studs. 2. Nail spacing is for all panel edges. Block all panel edges. 3. Spacing of nails along intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXP1/EXP2/EXT or C -C /C-D /Struct II plywood. 5. At double sidid shear walls, offset sheathing jointy by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. • ARCH ITELTS NORTHWEST 18915-142nd AVE. N.E. / SUITE 100 PHC JE: (425) 485 -4900 HOLDOWN SCHEDULE updated 7/30/98 JOB STHDI ORJ w/ (28) 16d sinkers, l 10 edge dist. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. • STHD14RJ w/ (38) 16d sinkers, 1 12" edge dist STHD14w/ (38) 16d sinkers, 1 1/2" edge disc HPAHD22 w/ (12) 16d nails, l 12" edge disc HPAHD22 w/ (16) 16d nails, 1 1/2' edge disc HPAHD22 w/ (19) 16d nails, >8" edge dist. 5/8" AB wfin 12" of panel edge CS16 strap -36"I w/(18)10d nails CS16 strap -461 w/ (28)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails HD10A w17 18" SSTB28 A.B.w/ (4) 7/8" bolts HD8A w/ 7/8" SSTB28 A.B. w/ (3) 7/8" bolts HDSA w/ SSTB20 AB w/ (2) 5/8" bolts HTT22w/ SSTB -20 A.B.w/ (32) 10d nails. A35 P.A. w/ (12) 8d nails CALCULATED BY DATE G + (a . # listed for 1/97 Simpson Strong -Tie cat. # 2745# 2676#©6 2745# 2575# 4430# 4220#@6 "c. 4430# 4220# 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# 6301# 3038# 4085# 450# l' , 'l - i O c, r- Q SHEc l NO. OF I 1 hem -fir table hem -fir table hem -fir table hem -fir table 4 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 W00DINVILLE WA 9807 FAX: (425) 487.658 airA4CHITEC'S NORTHWEST y � ---Y • WIMP • 1E9,15 • 142nd AVE. N.E. SUI i EE 100 PHONE: (425) 45E- 4 -90 0 JOE CALCULAru Ev ( DATE 0470c C44 SHEET NO. CP 7-* ( 1 df (4, a s D.. �w++�6lMXlNt'lK"�R�'t. "I-' �' lYK4 !!;r:'iMR.�IeK•r�2Vy?!ctfiiaf, WOODINVIL1LE. WA 98072 FAX: (.25) 457.65SE z _1- ¢ C ¢ 1 J 00 N D U) ILI J = • LL WO LL < Y° I- W Z � I O Z I- W • W U � O D O I- W 2 H 9 =0 .. Z W U= P O Z • M v AbHITEC' 5 FL] NORTHWEST 1 . --,J , -)... 2 :: , 4 z 1 SS15.142nd AVE. N.E. ' SUITE 100 PHONE: (4251 4S.:5-4900 £2 CALCIJLA i 'v BY DATE 14r 9/I let e) C Lae OP RcOP eetor+ SHE - NO. '1111/111MIN M r _ -U ' U U. s •Uu. AU 111111/11111111111 VNI.T9 n PLAY RD '1. C.ART:T ADD l9) SIMPSON C.Sl. BEAM TO KAU- PLATE BEDRM 3 $34 (1 uNe OP NALL PALL eaa+ • Lie r4 OF mow (4)1 i 4 b r.) W000INVILLE WA 95072 FAX: (J25) ='S: -E5S5 z ~ w re 00 0 w W � w LL i ...w z � ,- O z I- LLI w U � O N a i— W � U — O z w U O F'" z v p;RC9- '11TEC" NORTHWEST 4 7 1 R O. I V.TO. a 1 K.ITG N 0 ►aRacov NMM.w Cl MIS MN _ t NEI S= NM NM s I Mel wlw UM UM Mal MN ..i MO NMI WM 5'-6 2'-D• (31244 WAL15 91 • C516TO • �A MAK = &MUM 6A. S PtH. TO WALL. 4• GOMPAGT TILL -TO0.H. 10'.4• t 17-0• P1 18915.142nd AVE. N.E. SUITE 100 PHONE: (425) 4S 5-4900 MV 4,4 IOR .4)4e 221 C LCULA TEED Ev DATE � /48 M 24 co_ 3 c rh'l 3 ' %I- t. IL.-4 t IA. lot L CF I PA44 2. (44 (0.)11 Ascm u )cr (.,ar. •'7�r To 4,4 ill- Il TA44evu 0)!`s W0001NVIL' -. WA 9S072 FAX: (4.25) X535 3 U Z W I c 2 6 00 0 N 11.1 H w g = � Z 1— 0 Z F— w w U D O N O 1— w w ll. .. w = 0 Z rn c iii 0 0 0 0 XO T. r- r (l 1 n D ....i B on Cn 0 CA - I [J1 N NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i oriARcHTT-Ec .'S NORTHWEST OSE f mu. 18,9,15 -142nd AVE. N.E. SUI ► E 100 PHONE: (4251 435 -4900 wollOV CALCULATED EY DATE c7)((-9a inn 24 cd''^'3r - 0 �AtL Pfi-e1A f„,4,e t240gc G tommisit4MOMVIWA.. : bbYAY9Y' ' f�C.)'1`+ n,�..iY.l*1'I - ••••• .Ke ^.5it:im "r' \t w.1i+.+rtr+.�aiu.nwww+..ow V i�wns 10 1 a ,;- E=T NO fili/ n.. �Ilr�-:e - n1. .r` 7ta�' � �1..'d• j A f AL f/ffi.i�..fn[�' II ff...."ffl. .IIIW IfINIff .I' ∎�i 111 W ffm _m�l ram ., -. - - � �� � _IggOr•.0 r �.l■ '� � WIIn�I.I \ � �� �! I r `��� . im s ' i 1 .���% 1lit4W , — a. ! III � ' Ili . ' a • tia �i' v�� i _ � � Ilr i 1iii 1* en ' _ I � ,. a � ,�� t � P P 1i.l l 1 11 �• rs — �.a.r '•.:• • i. AN •11•Ire��_� ••fa ■•1ff. � _ � +.� 1 -m_ 1!� 1.1.11111 it zara ■- era_ was - ALARM riaraliri* -•11M11■1 —R - 1.11LINNIMIL U , r 1 MB IIV 11.•2■■11•1•_••_'WINIII• MIi. • %II c5.3s,PSd'• • •o WOODINVIL E. WA 98072 FAX: ( 437.6585 Q ARCFIITE.:TS NORTHWEST 18915 -142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 JOB r 24 - F — ' CALCULATED BY DATE Q 11 (4 a SHEET NO. ( OF 1 TYPICAL END CONDITIONS MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails 1 Typical Floor - to -Floor Tie Installation showing a Clear Span 1850# 2945# 4415# 6150# Typical HTr22 Installation as Holdown Typical STHD14RJ Rim Joist installation Typical CS Installation u a Floor -to- Floor Tie Provide mm.r end distance Equal number of soexKd nses in act ens L CS16 strap -36"I w/(18)10d nails CS16 strap -461 w/ (28)10d nails SIMPSON L coTTti I LEND 1353# 1650# , Typical HD5A Holdown Installation with ' SSTB .anchor bolt. Washers are not required at the base. 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 STHD1 ORJ wl (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 STH014 w/ (38) 16d sinkers, 1 1/2" edge dist. Typical STHD Corner Installation with 3 -2x studs 2745#@8 "c. 2575#@6 "c. 2745# 2575# 4430# @8 "c. 4220#@6 "c. 4430# 4220# NOTE: ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, Form T-HEMFIR-2 11/97 exp 1/99, OR CATALOG C-98. VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. W00DINVILLE, WA 980; FAX: (425) 487 -65E - Z.TS • S49E?! AR CH ITE JOB CALCULATED BY NORTHWEST 4 1 1 B SHEET NO I ( A OF 1 s of @ 'i-I cA T t.1 TR i • PEP: FL — I 0 4 @ 4' �.L. Pa I L A 18915-142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 PRov1PS. 14 - rash I ~ ►JT FRAM iNv b* 0�! e 4`a� ‘71.4F w76,LL. J €2 d . co" o.G I-} -A1 14 TRiJ" P ' PI - WOODINVILLE, WA 980 FAX: (425) 487 -65 Z Z re al 2 00 N 0 111 w 0 u. co _ I- W Z � H 0 Z I- w U � O N O H W • W F- H U- O .,Z W O - O H Z • Project o__ Earth Earth Consultants, Inc. ccaechnical Engineers, Geologists & Environmental Scientists Nnstnction Testing & Imo r WADO Inspection &* lccs 1805 136th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643 -3780 • Toll Free (888) 739 -6670 FAX (425) 746 -0860 DAILY FIELD REPORT General Contractor Grading Contractor Ael Rep. Time On Site Travel Time Permit No. Job Location f.�o - bf . (_S - `� L\ , General Contractor's Superintendent Grading Foreman Job No. \On 6 Time Off Site Miles Hrs. Charged Page of I I Checked By Report No. Day of Wrk ather Visitors lent/Owner ,4v1 L—r--4<-Cee Received Unchecked By Date Are approved Plans /Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: I COPY TO: 0 CONTINUED ON NEXT PAGE ❑ _....,_..., s:.! �51:` ��uµl�MLii ::_�i •.NYU:4x`crrii'.." r, YL 1 N _ CIO ,o,_..0 e C•: .1 < \c - "‘" - t -w ■ J e -i rrt\ I x' _ ,.e - --5 *- fir `c Jr < r ( r . 4 ^ \ .. \-?-._(_.,.- C`r 1 ->(' L.g (-) t �e1 -- U , 4-, N S C> -Y—c c.v./ c . 1.'t c'T \ � �-C� i I , s4 , r } ' - -rs.c'c- - 1, C\ ,- re d i c �-\ 4,.vC : re- t 1r�°�� , (, I t -0 ( � C e4 cxc \ Cr . / ,) - \ t �' 1 C �� -.. \ Z c__ C \'-c= r 1 in � tom) p c''e CI .c j,..., .c r 1(\ - , t ff Ste- 'vc.�4- ' k r r' ar e r -4o r e G-. `' c_ G►, -FL- -b k l 1- (--,_c c c-v" r( c:c.0 c..:,. (i sr -1-k .....'1 1 r • e--- -- -2 Q- � ( c t.c C,. 1 4. C' .: 1 l G.) ∎ -t-F. r"-r r _f) c"1 S i Or^ i G. e..-f - 9, `•, I k � flY t i S 1.' � c r‘, a 4' %per ! Js&NAL �. 1 ,..,xnics ? /2..1/ 2,,,L_� RECEIVED 'r c C 1 GS .L. MAY 13 2004 • `,-.. t '� BUILDING �7.pr„ —2.----..'. t(Z2 DEPARTMENT • Project o__ Earth Earth Consultants, Inc. ccaechnical Engineers, Geologists & Environmental Scientists Nnstnction Testing & Imo r WADO Inspection &* lccs 1805 136th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643 -3780 • Toll Free (888) 739 -6670 FAX (425) 746 -0860 DAILY FIELD REPORT General Contractor Grading Contractor Ael Rep. Time On Site Travel Time Permit No. Job Location f.�o - bf . (_S - `� L\ , General Contractor's Superintendent Grading Foreman Job No. \On 6 Time Off Site Miles Hrs. Charged Page of I I Checked By Report No. Day of Wrk ather Visitors lent/Owner ,4v1 L—r--4<-Cee Received Unchecked By Date Are approved Plans /Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: I COPY TO: 0 CONTINUED ON NEXT PAGE ❑ _....,_..., s:.! �51:` ��uµl�MLii ::_�i •.NYU:4x`crrii'.." r, YL 1 t MAR -15 -2004 04:OOPM FROM- ARCHITECTS NORTHWEST I fJ/R C HITECTS N ORTHWEST Arc hitects Northwest, Inc. 18915 142nd Avenue NE Sun a 100 Woodinville, WA 98072 Sincerely, P: 425 -485 -4900 F: 425 - 487 -6585 Toll Free:1- 888 - ARCH -100 Email: ANW©ArchitectsNW,com March 15, 2004 To: Building Official RE: Dream Catcher Homes Subject: Architects Northwest Plan M2490 At foyer the 3 -1/8 x 16 -1/2 GLB in the occasion where the beam can not bear on the wall please use a HHUS410 Simpson Hanger. If you have further questions, please feel free to contact our office at (425) 485 -4900. Thank you for your time and assistance in this matter. ZaCTiary R. Adams Architects Northwest, Inc. 5046 ,IF .Y F? .OULF..T t, 701 I •F W / \,; IIN(fON I MAR 1 f 2004 425 -48T -6585 T -035 P.001 /001 F-963 a nd RECEIVED MAR 17 2004 DEPARTMENT z � W lY 00 N o co 111 w= J W g5 u-? co H = . Z F. zC) �o ON o� W W. . • z. W E- = O f- ; z 0S/08/2003 08:50 4257460860 z w Jo 000 N LU uQ = a Z = ,- o W F- w 0 oI- wW o .. w U z = If you have any questions, please call (425) 643 -3780 F_ Our FAX number is (425) 74- 608-60 . - �c-.o2T� ,*c' - XtC1 ) FAX TO: ='A FROM: ' • .� . SUBJECT: g", r2- FAX COVER SHEET FAX NUMBER: EARTH CONSULTANTS PAGE 01 Earth Consultants Inc. Geotcchnlcal Gnglncerc, Oectloglsts & anvtronmrnul Scientists Reference: a' to 1 7C Date: 05.O9 20(0. 7- 7- . [ ©c} 2. Der • o 5- o 1. 41. (D NUMBER OF PAGES INCLUDING COVER SHEET: ,3 Le� CC: u.kw la Zoco -4431 -3(A/405 2 (Ylr erIGp her son r1n 7r,c ..2Se= $ 762. 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643.3780 FAX (425) 746-0860 Toll Free (888) 739.6670 44. '�:R 4 is,e; .N.i,.� r ali;:,. ,.....t:.:�.l:..idirs. ::i>;+:�x «.i.s.wu:r e.•.e.a..+:.t.k..:.satia,w: 09x:08/2003 08:50 4257460860 EARTH L:UNSUL Project N lis I Jt General Contactor Grading Contractor Earth Consultants, Inc. cenerelviiv3 Enerwrri. OmbO.•tg A IJ)c}rrxnr OI eXidttko.. 4'urtrttlbn Trralnq F MHO f WADY) Ittymi t) 4Tt''4 160S 136th Place N.E., Suite 201 • Bellevue., WA 98005 Bellevue (425) 643.3780 • Toil Free (888) 739.6670 FAX (425) 746-0860 DAILY FIELD REPORT Job Location (CASC.AOS' GAZIPI 4-72" sr , 4 kf..a4 lq General Contractor's Superintendent Grading Foreman Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. y,L%�„nj �+VY.PR \`RA'nYt�441;SrCnr.,rr{'�;N*v+c Field Rep. lim .. p e Orf Slte 8: SOAwt Tr vel Time . 4 5 Permit No. Job No. Time Off. Site Mlles Hrs. Charged 3, 0 Client/Owner J'. A,K Page of 1 Date 09.0}. 0 3 Weather CAEAR. visitors Received Unchecked By Checked (A Day of Week Thule N Date algl o 3 If No, contact the building department or explain below: COPY TO: CONTINUED ON NEXT PAGE ❑ j . ..` _ ,.. i' - . - • . + . T'O r - O L� - ...1. - row) _ , • - - - e La 4 -r - Vt CP C. Ii. t9t__, ja r v_. _Cr•-t. " A•.D -.... 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'��� 24c91.A.wbre A s " S• /4 :' - r f . . 2 s gr7G Z • - ' . -r . , 09x:08/2003 08:50 4257460860 EARTH L:UNSUL Project N lis I Jt General Contactor Grading Contractor Earth Consultants, Inc. cenerelviiv3 Enerwrri. OmbO.•tg A IJ)c}rrxnr OI eXidttko.. 4'urtrttlbn Trralnq F MHO f WADY) Ittymi t) 4Tt''4 160S 136th Place N.E., Suite 201 • Bellevue., WA 98005 Bellevue (425) 643.3780 • Toil Free (888) 739.6670 FAX (425) 746-0860 DAILY FIELD REPORT Job Location (CASC.AOS' GAZIPI 4-72" sr , 4 kf..a4 lq General Contractor's Superintendent Grading Foreman Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. y,L%�„nj �+VY.PR \`RA'nYt�441;SrCnr.,rr{'�;N*v+c Field Rep. lim .. p e Orf Slte 8: SOAwt Tr vel Time . 4 5 Permit No. Job No. Time Off. Site Mlles Hrs. Charged 3, 0 Client/Owner J'. A,K Page of 1 Date 09.0}. 0 3 Weather CAEAR. visitors Received Unchecked By Checked (A Day of Week Thule N Date algl o 3 If No, contact the building department or explain below: COPY TO: CONTINUED ON NEXT PAGE ❑ j 0.9/08/2003 08:50 4257460860 Are approved Plans /Permits on -site ❑ Yes ❑ No Project No. Permit No. EARTH CONSULTANTS HAUL e13 Earth Consultants, Inc L VMc tlacnl Fitithe.Y .coin ha• Untrs.++r,id $tlllld. Li Oa1NNttkfrt Tr Una KM /µ;SOU rmer+wt vn+ttn 1806 136th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643.3780 • Toll Frei (888) 739.667( FAX (425) 746 -0880 DAILY FIELD REPORT General Contractor Grading Contractor Field Rep. Time ofi site Travel Time Permit No. General Contractor's Superintendent Grading Foreman Job No. go, 70 Time Off Site MY Page / 2 z Date Q 5.09.03 Report No. Day of Week rAtor Mlles Weather J L E/t64 hh4j Hrs. Visitors CheckeQ ey_ I Received Unchecked By Date 1 05 If No, contact the building department or explain below, I COPY TO: CONTINUED ON NEXT PAGE ❑ I ? Yf9! �Mn. rxrn? Wa. a^ rnv,.., �• r,• r .Y.., «.m•�....n.r.,.•,..:.,.... ..F . , .. �'�;!''?�t'�3YAl''� w.. • I it _ a-. --31A . . N .Z E_ . _ . . _ . i0 £G .gL /1 Ceri— - f cga I. T O .EVEAL.M> t u- 1.DI74R.Ge -ei De.a.a " NUT 1/6 5a►('.. ._ .rm a nd F'ca ZSac . As4 - Lor Zo Os A a r L.. --/ h•-•.A i4 .. ....r. , L. CZ.tc.,i i r-Ic F'lII oft Cd;:un rtc-r1 0>~-( TA —,, w f a ;; jl; _ 11111MIN .1 { ^ C ? 1h4P:lr7.4-•T1X 1 ^ 7.' •rte 'n �� .... _ `V 0.9/08/2003 08:50 4257460860 Are approved Plans /Permits on -site ❑ Yes ❑ No Project No. Permit No. EARTH CONSULTANTS HAUL e13 Earth Consultants, Inc L VMc tlacnl Fitithe.Y .coin ha• Untrs.++r,id $tlllld. Li Oa1NNttkfrt Tr Una KM /µ;SOU rmer+wt vn+ttn 1806 136th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643.3780 • Toll Frei (888) 739.667( FAX (425) 746 -0880 DAILY FIELD REPORT General Contractor Grading Contractor Field Rep. Time ofi site Travel Time Permit No. General Contractor's Superintendent Grading Foreman Job No. go, 70 Time Off Site MY Page / 2 z Date Q 5.09.03 Report No. Day of Week rAtor Mlles Weather J L E/t64 hh4j Hrs. Visitors CheckeQ ey_ I Received Unchecked By Date 1 05 If No, contact the building department or explain below, I COPY TO: CONTINUED ON NEXT PAGE ❑ I ? Yf9! �Mn. rxrn? Wa. a^ rnv,.., �• r,• r .Y.., «.m•�....n.r.,.•,..:.,.... ..F . , .. �'�;!''?�t'�3YAl''� w.. October 2, 2003 Jay Keirouz PMB 1190 13619 Mukilteo Speedway, #D5 Lynnwood, Wa 98037 Dear Jay: Sincerely, Stefania Spencer Permit Technician Enclosures File: Permit File No. D03 -300 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director W O 2 � a U D I I- W Z = F- O Z H • W This letter is to inform you that your application received at the City of Tukwila Permit Center on September 25, D 0 2003, is determined to be incomplete. Before your application can continue the plan review process the following 8 U items need to be addressed: p I— 2 U. Building Department: Bill Rambo, at 206 431 -3670, if you have questions concerning the following: u O 111 Z U (1) 1— _ O ~ Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other Z documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. RE: Letter of Incomplete Application #1 Development Permit Application Number D03 -300 Cascade Glen — Lot #5 — 13215 38 Place South 1. Please show footing drain locations on plot plan and provide construction details of same. 2. Southeast corner of front porch is in setbacks. Please clear setbacks. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 ..Nally :.. ..w • .e.4iw43. ACTIVITY NUMBER: D03 -300 PROJECT NAME: CASCADE GLEN — LOT 5 SITE ADDRESS: 13215 38 PLACE SOUTH DATE: 10 -07 -03 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: Buil mg DiCigion Public Works Structural ❑ Permit Coordinator Am Aute. — -0* DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -09-03 Complete 2 Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route LE' Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents /routing slip.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Approved with Conditions Fire Prevention ❑ Planning Division REVIEWER'S INITIALS: PERMIT COORD COPY Not Applicable ❑ DUE DATE: 11 -06 -03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ' oast w +r ACTIVITY NUMBER: D03 -300 PROJECT NAME: CASCADE GLEN - LOT 5 SITE ADDRESS: 13215 38 PLACE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 09 -25 -03 Revision # after permit Is Issued DEPARTMENTS: Building Divisi n Lm Public Works Complete ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 6i2 kk, 10 -7-03 Fire Prevention IC Structural ❑ Incomplete Planning Division LT Permit Coordinator Ar DETERMINATION OF COMPLETENESS: (Tues., Th rs.) DUE DATE: 09 -30 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: /v` 2- o LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg pi Fire ❑ Ping ❑ PW ❑ Staff Initials: s>- TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sIlp.doc 2 -28 -02 PERMIT COORD COPY DUE DATE: 10 -28 -03 DATE: 4 :v • 4434 Date: / -7 -a3 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after/before Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Ai Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D03-300 w 0 O — • H Project Name: CASCADE GLEN — LOT 5 w w H- Proj Address: 13215 38 PLACE SOUTH w z Contact Person Jay Keirouz Phone Number ~O Summary of Revision: 1-Inc0 'G, ) �1) r1A , ..-�/ N ClryoF P ER etR Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �� 10/02/03 1, k4:xn`1S4Z...1:a2 :4i4V: �f1L:. f[ 'G.+ri:i�2�i4:�r.i;v'i::�ii'rn t:�'.; y�.1:LYii .n : 7i? ll: tv' G4irii' 1n i:: Yiiv ::::i!lw ^i'ia:r {wfd.i�;G 427 +is:J;:;4:5 z • z �w 6 J U O 0 • 0 w= S w w 0 u_a = • d F.-w z = F- O z i-- z • 1' , . : • ::" • • • .. • ..:;. • • ••• •'. • : t. • ••• . • .• . • • • . • t ',; • •. •••• ' • • - . .• •: Signature Issued by DEPAR &rENT OF LiA AND INDUSTRIES REGISTERED AS PROVIDED BY LAW ASI CONST CONT GENERAL REGIST. # EXP . DATE CCO1 JAKDECCO23NS 09/04/2004 EFFECTIVE DATE ' 08/10/1998 J A K DV & CONS T CORP 13407 51ST AVE W EDMONDS WA 98026 • . • . . • ' - ' ' • J J11 M y! VP , � ). I h �' ��, i it ;� 6 „'I 1 ,: ANA §..r8 GROUP R-1 APARTMENTS ONLY R H I T E T PAYMENT OF USE PE IS DUE ARCHITECTS - EACH BUUIILT OM S H SE O PLANS THESE PLANS ARE COPYRIGHTED IN ACCORDANCE. WITH FEDERAL STATUTES. REPRODUCTION BY ANY PLANS OR METH OF ALL OR VARIAO ONS THEREOF OUT WRt TEN SSI S • FROM ARCHITECTS NORTHWEST, INC. IS STRICTl Y P ROHIBIT D THIS SHEET R A INGS rAEN S LA SERVICE: ARE, AND SHALL REMAIN, THE PROPLRTI OF ARCHITECTS NORTHWEST, INC. 12% 10 6LAZIN6 AREA, 1>� OF FLOOR 5O GISTERED C T >c R% I TE -i ,��� •''`� A ' � � w GTa'+ Q/24/O3 0.40 ` ,, ._ _ _ - . ,� ` 0.40 _____ _ L135 203 ,/f N �3 R T H W E S T 18915 -142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: (425) 485 -4900 FAX: (425) 487 -6585 TOLL FREE: 1- 888- 272 -4100 WWW.ARCHITECTSNW.COM 0513 0.513 J [ 125 T 6 INCH 1 [ 1ooI -8000 [ 6001 -1000 §..r8 GROUP R-1 APARTMENTS ONLY UN MITEP 61 c*P R-3 SIN6LE AMILY 014LY 25 % 6RGJP R-1 APARTMENTS ONLY 12% 10 6LAZIN6 AREA, 1>� OF FLOOR 0.35 0.40 0.40 0.40 0..35 L135 203 6LAZIN6 0- FACTOR 0513 0.513 056 0.58 058 90 0.20 0.20 0.20 0.20 0.20 160 240 R -38 R-38 R -38 R -38 R -38 u R -30 R -30 R -30 R-30 R -30 ilt• R -2I R -2I R -2I R -2I R -I5 IP k R -I5 R -2I R -I5 [ R-21 1 l R -I5 IN* R -I0 R -I0 R -I0 R -ID I R -I0 N R -30 R -30 R -30 R I R -30 A R -I0 1 R -I0 R -I0 r R -l0 140 J [ 125 T 6 INCH 1 [ 1ooI -8000 [ 6001 -1000 §..r8 r 1§ FAN TESTED CFM 0.25` V&6. 0� 1 5 INC,N 2 0, P 5 INC 4 4 4 INCH 2 [ 145 218 L135 203 [ 125 1881 dg 95 1431 aOwR4tad WA 90 i5' -0' r N/A I N0 LIMIT [ 90' -0' 25 -0 160 240 g 140 210 6 120 180 130 195 tiwlaow { 6 INCH Ul -A Ot §§§§§ UI MINIMUM SMOOTH DIAMETER M'T 3 1 65 4 18 - 10 1 05 MIN. 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DOOR i 11111111121111 1 16, J► h ► FLAT CEILINc EAVE ` S> LIGHTWEIGHT VENEER 0/ SHEATHING FINISH PER PLAN INSULATION PER PLAN 2X STUD WALL PER PLAN SHEATH I N6 WEATHER RESISTANT BARRIER METAL LATH CULTURED STONE TYPE N MORTAR JOINT TYPE "N" MORTAR SEATIN6 BED 2X4 THRUST BLOCK INTERIOR STAIR NOTE: SPAG I N6 BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE A MAX. OF 4" CLEAR SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING FER DETAIL NOT TO SCALE (3) 2XI2 STRINGERS FIRE BLOCKING o MID -SPAN NOT TO SCALE SEP 2 a =3 FRAMINS 4 FQ NPATIQN DIMENSION FINISH PER ELEVATION OVER "1 L. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FLASH I N6 WOOD TRIM OPTIONAL 6" MIN. LA 1 r>l ; 111 r TI6HTLINE I X � I IF RE 1 ° I = 111 =11 \ II.;III„ 4" DIA. PERF. FOUNDATION DRAIN FRAMING 4 FOUNDATION DIMENSION FINISH PER ELEVATION OVER 7 L. BUI LD IN PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FLASHING WOOD TRIM OPTIONAL 6" MIN. (I) *4 BAR CONTINUOUS 4" DIA PERF. FOUNDATION DRAIN • 4 (I) *4 BAR CONTINUOUS 001 • • 4 " • -I ' 114 11 = •- -• ' . t (2) *4 BAR CONTINUOUS 4' 6 ")( 5 )( 6" FOUNDATION WALL PER PLAN (2) 2X4 1 FLR. JSTS. PER PLAN 2x P. T. SILL PL. W/ ANGHO BOLTS 4 2 "x2 "X3 /I 6" WASH PER SHEAR WALL SCHED. 12" MAX. a 4 1/2" MIN. FROM ENDS. a in EMBEDMENT. (ELSEWHERE USE 5/8" DIA. X 10" A. B. W/ z 2 "x2 "x3/16" WASHERS ® 48" O.G,) *4 BAR VERTICAL O 18" O.G. 341 W/ ALTERNATE BENDS a HORIZONTAL 0 IO" O.G. -�- 6 MIL. BLACK V. B. =111=111=11I-7 1 111 = 11 111 =111 =1I'�;r TI6HTLINE I I-- I I= . : STORM DRAIN _ I 1 IL b IF REQUIRED - I 11 I II-- *II 11E11. 1/ '• 11 41 ' • f2-9--.. ' —� ""-"— (2) *4 BAR CONTINUOUS k e' ris* 2X4 IPE9LL FRAMING 5/8" TYPE 'X' 6Y4.5. 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED 2x STUDS PER PLAN 2x P.T. SILL PLATE vi/ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX. FROM ENDS 4 7'" MIN. EMBEDMENT. USE 2 "x2 "x3 /I6" WASHER (ELSEWHERE USE 5/8" DIA. x 10" ANCHOR BOLTS O 48" 0.0 A/ 2 "x2 "x3 /I6" WASHER ) 4" CONC. SLAB OVER 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL t • 4 • vr • 111 =111.1 1 1` 1 W 111– GARAGE FOUNDATION ALL CRICKET \ \ \ BATT INSULATION N. SCALE : I" = 1'-0" • • - *4 BAR VERTICAL • 18" O.G. W/ ALTERNATE BENDS 4 HORIZONTAL A 10" O.G. (2) 2X4 2 X 6 BUILT -UP CURB SKYL I6HT SIZE PER PLAN W/ 4" MIN. CURB FLASHING AS I RECOMMENDED BY MANUFACTURER (2 LAYERS LAMINATED &LASS o +I2' -0' A.F.FJ 2 LAYERS TEMPERED 6L ASS • - I2 A.F.F,) RAFTERS OR TR1/55 BEYOND S SCALE . I" = 1' SCALE : I" = 1'-0" FRAMIN' 4_ IQhL_ _.., DIMENSION I I FINISH PER ELEVATION OVER 1 LB. BUi: -DIN& PAPER OR AIR INF!i...'RATION BARRIER OVER SHEATHING PER PLAN Z - FLASH!N6 WOOD TRIM OPTIONAL 6" MIN. 2X P.T. (I) *4 BAR CONTINUOUS 1I1- -I11 -1 TI&HTLINE I •' X I �TORM DRAIN-1 I 0 FOUNDATION DRAIN 4" DIA PERF. T 4" le 8" 4 4 " y 8" FOUNDATION iNALL 2X 511.05 PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED a NAILED FLR. JSTS. PER PLAN 2x P. T. SILL PL. W/ ANCHOR BOLTS a 2 "x2 "X3 /I6'" WASHERS PER SHEAR WALL SCHED. 12" MAX. a 4 1/2" MIN. FROM ENDS. 4 7" EMBEDMENT. (ELSEWHERE USE 5 /8 " DIA. X 10" A. B. W/ WASHERS "x2 "x3 /I b" ASHERS O 48" 0.0) *4 BAR VERTICAL • l8" O.G. W/ ALTERNATE BENDS 4 HORIZONTAL • 10" O.G. 6 MIL. BLACK V. B. (2) I/2 "x5 1/2" CARRA6E BOLTS THRU JOIST 4 POST P.T. DECK JOIST PER PLAN POST CAP PER PLAN ISOLATED FOOTING PER PLAN I r m l- II I� 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4 T.46. PLYWOOD OOD SUBFLOO GLUED 4 NAILED A L FLR. JSTS. PER PLAN - 2x P. T. SILL PL. W/ ANC • - al P BOLTS a 2 "x2 "X3 /I 6" WASH W I PER SHEAR ALL SCHED. 12" MAX. 4 4 1/2" MIN. FROM ENDS. a 1" EMBEDMENT. (ELSEWHERE USE 5/8" DIA. X 10" A. B. W/ x 2 "x2 "x3 /I6" WASHERS • 48" O.G., *4 BAR VERTICAL O 15" O.C. 'A W/ ALTERNATE BENDS 4 HORIZONTAL • 10" O.G. • • • a 4 Ir o•• 1111»iEE. `" ll • 111=1 I 1 -1( .. . _ _ _ II -- 111 =111= d .� -�- ---� 1 =111 =1 • •. • _ x a"x ES" x 4"* °� 2X6 P.T. TOP RAIL 1X4 P.T. EACH SIDE 2X2 P.T. PICKETS • 5 3 /8 "O.C. IX4 P.T. EACH SIDE 4X4 P.T. POST 2X4 P.T. DECKIN6 r • • I • • I I -w 6 MIL. BLACK V. B. I1 111 (2) *4 BAR CONTINUOUS INSTALL 5/8" TYPE 'X' G.W.B. 4" CONC. SLAB OVER 6 MIL. BLACK V.B OVER 4" 6RANULAR FILL 4 • . 4 • SCALE : I" = 1' -O" q---111=-111-111=111 1 - �- . 1 11---.-1 I I-•- =I I (�I I i�l III -1 11 =1 I I -1 I ICI 11- (.. a ._: . 2) *4 BAR CONTINUOUS SCALE : I" = 1 CO HOUSE /GARAGE FOUNDATION WALL •'n P.T. BLOCKING BEAM PER PLAN (3)5/8 "x5" LA& SCREJNS THROUG+4 P.T. LEDGER INTO RIMJ. 5 • 16" O.G. POST PER PLAN POST BASE PER PLAN !! li, lir=71I T!= II7 lII —'I SCALE : 1' = 1'-O FRAMING 4 FOUNDATION DIMENSION FINISH PER ELEVATION OVER 1 LB. BUILDIN6 PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN I" MAX OR 4" MIN 0 DOOR WATER PROOF MEMBRANE 4" CONC. SLAB a • . r f STUB OUT *4 BAR X 24" • 18" O.G. (I) *4 BAR CONTINUOUS *4 BAR VERTICAL 0 18" O.G. W/ ALTERNATE BENDS 4 HORIZONTAL 0 10" O.G. 4" DIA. PERF. FOUNDATION DRAIN z_ I 0 a z I cv P PLAA J NATION SIMPSON 1+-1 SEISMIC TIE o 48" O.G. (3) 8d NAILS • EACH RAFTER 2 X STUDS PER PLAN BATT I NSUL.ATI ON PER PLAN \. • SOLID BLOCKING BOTTOM OF BEAM (2) SIMPSON A24 FRAMING ANC, S EACH POST �II IIIIIII - 1i1IICIII =1IE ICII . - I ' I I I I - 1,t I: I BATT INSULATION PER PLAN 3/4" T.4 6. PLYWOOD SUBFLOOR �►.� &LUEP $ NAILED I � _ 1 MI l ' FLR. JSTS. PER PLAN le 6 11 *51* 4 • 4 •. •.A �f L PER PLAN 2X STUDS PER PLAN BATT INSULATION PER PLAN 2x P. T. SILL PL. W/ ANCHOR • I BOLTS 4 2 "x2 "X3/16" WASHERS PER SHEAR WALL SCHED. 12" z 4 MAX. a 4 1/2" MIN. FROM ENDS. • 4 7" EMBEDMENT. (ELSEWHERE USE 5/8" DIA. X 10" A. B. IN/ 2 "x2 "x3 /I6" WASHERS • 48" O.G.) y - •�- -6 MIL. BLACK V.B. I .77711=11 17 -171 • 4 M j •4 . 1 11 f' I = • - ( 2 ) *4 BAR CONTINUOUS FOUNDATION WALL V4/ SLAB PRESSURE TREATED RIM JOIST 2 " CLR. SCALE : I" = 1'-0" FLR. J5T5. PER PLAN BATT INSULATION PER PLAN 3 T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED BEAM PER PLAN 2 X 4 CLEAT EACH SIDE P. T. POST PER PLAN 6 MIL. BLACK V. B. •' 11= 111A1LA .: 11 I -111 =! 11 • II SCALE : IN - 1 IN6 MATERIAL PER ELEVATION OVER j ILDIN6 PAPER AND SHEATHING PER PLAN FRAMING R5 PER PLAN INSULATION BAFFLE WITH I -I/2" CLR. AIRSPACE PER PLAN 8d NAILS • 6" O.C. INTO VENTED BLK'& —PRESSURE BLOCK W/ (5) FINISH PER ELEVATION OVER 7 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER 5HEATHI N6 PER PLAN :SCALE : I' = II--O" CEILING JOISTS PER PLAN (5) NAILS • EACH TRUSS STEM WALL BEYOND (2) *4 TOP BARS O THICKENED SLAB INTO ADJACENT STEM WALL E SLAB _! 11 =1 I I =1 I I = 1 11 =11 'H 11 1 1 1 = 11=I I I -1 I ''- I I ICI I I_i I I 111= I CONTI D SLAB IN-id =1 I I 11 111 - l LL I � - �11 ; ,111 1 (2) *4 BARS CONTINUOUS BOTTOM OF BEAM BATT INSULATION PER PLAN 2 X STUDS PER PLAN (2) SIMPSON A24 FRAMING ANC HOIF 0 EACH POST .I IhIII -1iI�I 1= 111 =111 -111- ili!!II„ ,111 SIMPSSON 1-1-1 SEISMIC TIE O 48" O.C. BATT I NS L LATI ON PER PLAN .4 4 a • • . AI CONTINUOUS FOOTING • ow • • • FLR. JSTS. PER PLAN . tt �4 r • � A 4 6" de* BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED BEAM PER PLAN 2 X 4 CLEAT EACH SIDE FINISHED GRADE P. T. POST PER PLAN 6 MIL. BLACK V. B. 11 111!111 =11 Mil =1 I I -1 I I 11 X111,;,111_ I � 2) *4 BAR CONTINUOUS SCALE : I" = 1 'ROOFING MATERIAL PER ELEVATION OVER BUILDING PAPER 4 SHEATHING PER PLAN FRAMING MEMBERS PER PLAN INSULATION BAFFLE TO EXTEND IT ABOVE INSULATION WITH 1 1/2" CLEAR AIRSPACE H VENTED 2X BLOCKING W/ (3) 2' DIA HOLE PER 24" O.C. FASCIA BOARD PER PLAN —: -8d NAILS 0 6" O.G. OVERHANG PER PLAN 5" CONTINUOUS METAL 'FINISH PER ELEVATION OVER 7 LB BUILDIN6 PAPER OR AIR INFILTRATION BARRIER IOVER SHEATH1N6 PER PLAN SHEATH TRUSS PER PI-6 SHEAR WALL (SEE PLANS) DETAIL A PROVIDE INTERMITTENT FRAMIN6 AS REQUIRED 2x AS REQIURED SHEATH TRUSS PER PI-6 SHEAR AALL. (SEE PLANS) DETAIL A SIM. \ (1) 0 \ , , iI ty •, • r .r t 1p a �,� , I. l= 't, I ; 4 y �, of , M ;T V•1 ` ,V M , L tp , i - v - PAYMENT OF USE FEE IS DUE ARCHITECTS INC. PRIOR TO CONSTRUCTION fOR EACH STRUCTURE BUILT FROM THESE Pt_ANS IN H FEDERAL STTATUTES� REPRODUCTION B WIT ANY METHOD OF ALE OR PORTIONS Of THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSIS •. FROM ARCHITECTS NORTHWEST, INC. IS STRICTL'r PROHIBITED. THESE DRAWINGS AND PLANS Sf T FORTH ON THIS SHEET RT INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROP(_RTY Of ARCHITECTS NORTHWEST, INC. - w "' so GISTERED RE_D 1�RC i � 1F RC ITECT ' � _I-f`� �f� ; '. IN GTON Ifir A V/ Q/ 24/03 "!" JAI ARCH1TECTS NORTHWEST, N R T H W E S T C+ODINVILLE, WA 98072 OFFICE: 425 18915 -142ND AVENUE NE SUITE 100 W 485 -4900 FAX: 425 481-fi585 t } TOLL FREE: 1-888-272-4100 WWW.ARCHITECTSNW.COM -- • _ - • s 4 Er ‘i MOM t omdP n ago • uo ; 7 7 1?fri u�uu 1 4 0 1i ;I I; r NI; log s i J1 Ai N N N a tp • ■ 0 O I 0 M a M • ■ 0 1 r 7 -4% ) A c• 7 4 9 yi : 06 , pi !..) F 1 F � � 1 iiii?1,410' i;t4i-dpogil 11114714i?" 1 ;/-1 r e •w II 1 w to 4w N 11 0 rn c z D 2 0 N 0 z - TI 0 z d O z r z tti b t ■ 4. 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LEDGER YM/ 5/5" DIA. x 5" LAG SCREWS • 16" O.C. n - a N D n rn 12 S 0 i 0 0 x 0 X 0 X _ L 5J-0" 2 • F.J. 5 -0" -I1 L (2) F..1. (2) PT, 4X10 D.F. *2 2x10 F.J•\.. 16" O.G.' 51 -10" 21_0" z z � r-4 0 4h J 4 5 O SI cri � ii $ I il liiiti ir estasqp P i utiv OA Ai Ai Par/S 100 q?liAli 1J !g 10k OPT; li V if 1§ I Y i 3 4 k • � . 1W 0 ly ,.� tt I♦� i+ t8 ` � ,,1 Al 1 1rt► r //NORTHWEST VENUE NE SUITE 100 WOODINVILLE, 18915 -142ND A WA 98{}72 QFFICE: 425 485 -4900 FAX: 425 487 -fi585 TOLL FREE: 1 -888- 272 -4100 WWW.ARCHITECTSNW.COM i !„ ' 1 1% l iA 6t4 1 ;t e r o 50 EGISTERED . HI II M !if NORTHWEST, w • .4 k • � . 1W 0 ly ,.� tt I♦� i+ t8 ` � ,,1 Al 1 1rt► r //NORTHWEST VENUE NE SUITE 100 WOODINVILLE, 18915 -142ND A WA 98{}72 QFFICE: 425 485 -4900 FAX: 425 487 -fi585 TOLL FREE: 1 -888- 272 -4100 WWW.ARCHITECTSNW.COM PAYMENT OF USE FEE IS DUE ARCIIiITECTS INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE Pt ANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS VARIATIONS THEREOF WITHOUT WRITTEN PE.RMIS 1 FROM ARCHITECTS NORTHWEST. INC. IS STRICTL PROHIE31 TE D. 1HE SE DRAWINGS AND PE ANS ,f ? FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE: ARE. AND SHALL REMAIN, THE PROPt RTY O� ARCHITECTS NORTHWEST, INC. 50 EGISTERED . HI 4�� ' � ��� r /' j �. � ^ ,S • ASHINGTON Q/24/03 --- --_-�� m2441005F... II + . 1 y I t , tt ; 4 6► V� A Ut 14 Fez • priliil v Yitl ip ; IF N i ), il 411 Olt 0 i i 0 1 A PI lit 0;11 zit A ,R gd galrliil e 1g% - 0 - 4 0; i i i 180 ted 1§0 SI �� 1 qi f�o�� A g rg g ��f� i a: li Rttill 4)hiV [ irii thlk N saga c • w - 0 ni -- a r O O r z r-� 1 0! 4 1h (v: r 4 1 -0 " 4' 0 4' -O" 1 1 r - rr 3 1 -4 " 2 -4" 3 -8" 3 -8t' 1 P1-6 r FURN. tl1 A C l7 I0' -O" 5 ° 6 ° BF R.45. R. 4 5. 5 °05F 6 1 -4 " 11..0 8°5°DOUBE SLI DER 5 I/8 x q 6LB 24F -V4 ! AIM T V.T.O. 18.5 LF CONT. d I' -t 24F - fs x r 1 i I IN Ii II . I I'� 1 11 10' -4" 1 01 - 0" 6 H. FRAMED WALL ON RAISED CURB VJ 65/4x 186LS b 14' -O" D I6 ° 8 ° O.H. DOOR 1I -8" 4 : 1 D 3 r 3 1/2 x Ib P5L2.OE Iq' L, j R. 4 5. � >I> m 5 1 3 1 -8 11 11 -0 11 • X 1 0 0 7 X _ LINE OF WALL ABOVE 30' -O" `11 I I I 6 ° RORED BI -PASS 6 °MIR 211 1_11 4'_O" LINEN aD N I 1 — 2 1 -0 " n D 4 1 ,L 0 I " A D rn 14 1' R. 4 5. 31 3' -8" -- - - -- n (2) 3 PI -4 2 ABOVE IPI-41 - -- -W/ 6x6 HDR. • +6'-10"--- - STAN. VON. 4 TRANS. D 5' -O" 34' -0" 6' -0" 24F -V4 PE SLOP 4 1 -0 " z O 4 r 0 16" MIO b a < 50 -0 x O 1 11'-0" 8 °8 °0.H. ri0OR 4x12 DF *2 11' L. . n • y • I • 10' -O" 6 1 -0 " 5 1 -0 I` N 6 -6" H. FRAMED WALL ON RAISED CURB 6'-0" 52' -O" OVERALL 8 ° 4 ° DBL. SLIDER 5' -10" 4 1_ 0 " A 4 1 -0 " PLANT SHELF to '-0" ABOVE FINISHED FLOOR 4 ° 3 6 SL 1 DER d N O dZ 0. 0 kJ Fr% • • 41 -0" 6 - 0 " I . 4'-O" I ° PNL. i 1 4x10 DF•2 Q�► 4 PI -b LINE OF WALL ABOVE i i 8k-ii ' tn » 01' t d �1 111 i i AT 6e ' PI -4 SLO 6 1_ 0 " m ;ELT: 6 ' - 2x6 G.J. • 16" 0.0 2x10 HF *2 2x10 HF *2 12' -0" 12 -0" (2) 5""5.1-1. T (mPE 1 D z z 12 1 044 D 61 - ZJ < rtir Zd 6 1 :.w.�.t • -- -- -- j .�. . tT 4 (2) 3 (p 2 1 X ABOVE 6x6 HDR. BTWN. ?OA. 4 TRANSOM -el • G� W D6 • P1-4 A 0 rn I Q r� L J J(2 -0 6 tT • LEFT ELEVATION RIGHT ELEVATION SCALE, I,,'4' d 2x3 FLAT OVER 2x WINDOW TRIM BEARING ® 6AR. T.O. SUBFL. .1 ,. _4111111111�,, • rwuru� ri% � . i.. ..111 ■1 ■ = 111■1h. ..I■I1r11111l�f iI111I■tlr1�. .d11r1I■1 ■It - 7 1111I ■II:'!!:_ 111111 ■111110IIIIMI■ MI■IIIII■IIIII■Iii Ixb TRIM R OVE .1111 ■1� ..1111111 j:9�1111 IIIIIii�. ..11I■1111111 n I ■1111111116. .QI■1111I■1 ■111 �� III ■11111 ■1 ■Ili. .1111111111111111111 1111 ■IIIIIIII ■1111 111111 ■1111I.1111.11Cmali lI;,11111111111111111I■IIt1I1 L ■11111 ■1111 1111111 ■1111 m . 11 ■11111 ■III 1111111111111 2x3 FLAT OVER 2x8 DOOR TRIM 12 "x 12" &ABLE SHINGLE SIDING 4:12 LINE OF INTERIOR VAULT 2x WINDOW 4 DOOR TRIM 12 FRONT ELEVATION SCALE: 1/4" - I' -O" ELEVATION NOTES: . VER;: =Y SHEAR WALL NAILING AND HOLDOWNS PER PLAN 4 SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER J .G. 3102. 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE iALEATHER STRIPPING 4 FLASHING AT ALL DOORS 4 WINDOWS. 5. PROVIDE GALVANIZED OR ANODIZED 51-1EET METAL FLASHING 4 COUNTERFLASH I NG • ALL ROOF PENETRAT I ONS, CHIMNEYS 4 SKYLIGHTS. b. PROVIDE CONTINUOUS METAL GUTTERS 4 DOWNSPOUTS ® ALL EAVES, TYPICAL. 7. SEE SHEET I FOR ADDITIONAL NOTES. REAR ELEVATION "GALE- E /4" s f• " IO" SOLATUBE 12 06 12 i SKYL1 TE/ LAM. &LASS 2x2 PICKETS TO BE SPACED AS TO NOT ALLOW A SPHERE OF 4" PIA. TO PASS Ti- TROUGH 12 2x8 FASCIA CONT. METAL GUTTER. 10" SOLATUBE Ie r , pr$ o OCT r V v .. y L • T.Q. RIDGE T.O. SUBFLOOR COMPOSITION SHINGLES OVER 15* BLDG. FELT ON 1/2" EXT. PLYWOOD. 4x4 POST. 2xt0 • EACH SIDE OF 4x4 POST. T.O. SUBFLOOR T.O. BE M • PORCH 2x3 FLAT ON 2x4 TRIM. bxb P.T. POST. WRAP Ix CEDAR (TAPPERED). 2x4 CORNER TRIM. L I GHTWE I GHT VENEER. SEE DET. 5 SHT. 2 T.O. SUBFLOOR - - FINISH GRADE. SLOPE AWAY FROM STRUCTURE. T.O. RIDGE TD. PLATE -O o ATE • 44 i 4 �Da 3-30 m m Ci ANECIPAk w an C EO 0100- A.--E+• • �# 5046 GISTERED CRC ITECT AIWA :14=1111 l 111r I w : INGTON Q/24/O3 PAYMENT OF USE FEE IS DUE ARCH;TECTS NORTHWL ST, INC. PRIOR IC 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 PI ANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMSSI FROM ARCHITECTS NORTHWEST, INC tS STRICTII PROHIBITED. THESE DRAWINGS AND P1 ANS SETT FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE. ARE, AND SHALL. REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. R1 A 4 , t it 5 / /6 • LEFT ELEVATION RIGHT ELEVATION SCALE, I,,'4' d 2x3 FLAT OVER 2x WINDOW TRIM BEARING ® 6AR. T.O. SUBFL. .1 ,. _4111111111�,, • rwuru� ri% � . i.. ..111 ■1 ■ = 111■1h. ..I■I1r11111l�f iI111I■tlr1�. .d11r1I■1 ■It - 7 1111I ■II:'!!:_ 111111 ■111110IIIIMI■ MI■IIIII■IIIII■Iii Ixb TRIM R OVE .1111 ■1� ..1111111 j:9�1111 IIIIIii�. ..11I■1111111 n I ■1111111116. .QI■1111I■1 ■111 �� III ■11111 ■1 ■Ili. .1111111111111111111 1111 ■IIIIIIII ■1111 111111 ■1111I.1111.11Cmali lI;,11111111111111111I■IIt1I1 L ■11111 ■1111 1111111 ■1111 m . 11 ■11111 ■III 1111111111111 2x3 FLAT OVER 2x8 DOOR TRIM 12 "x 12" &ABLE SHINGLE SIDING 4:12 LINE OF INTERIOR VAULT 2x WINDOW 4 DOOR TRIM 12 FRONT ELEVATION SCALE: 1/4" - I' -O" ELEVATION NOTES: . VER;: =Y SHEAR WALL NAILING AND HOLDOWNS PER PLAN 4 SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER J .G. 3102. 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE iALEATHER STRIPPING 4 FLASHING AT ALL DOORS 4 WINDOWS. 5. PROVIDE GALVANIZED OR ANODIZED 51-1EET METAL FLASHING 4 COUNTERFLASH I NG • ALL ROOF PENETRAT I ONS, CHIMNEYS 4 SKYLIGHTS. b. PROVIDE CONTINUOUS METAL GUTTERS 4 DOWNSPOUTS ® ALL EAVES, TYPICAL. 7. SEE SHEET I FOR ADDITIONAL NOTES. REAR ELEVATION "GALE- E /4" s f• " IO" SOLATUBE 12 06 12 i SKYL1 TE/ LAM. &LASS 2x2 PICKETS TO BE SPACED AS TO NOT ALLOW A SPHERE OF 4" PIA. TO PASS Ti- TROUGH 12 2x8 FASCIA CONT. METAL GUTTER. 10" SOLATUBE Ie r , pr$ o OCT r V v .. y L • T.Q. RIDGE T.O. SUBFLOOR COMPOSITION SHINGLES OVER 15* BLDG. FELT ON 1/2" EXT. PLYWOOD. 4x4 POST. 2xt0 • EACH SIDE OF 4x4 POST. T.O. SUBFLOOR T.O. BE M • PORCH 2x3 FLAT ON 2x4 TRIM. bxb P.T. POST. WRAP Ix CEDAR (TAPPERED). 2x4 CORNER TRIM. L I GHTWE I GHT VENEER. SEE DET. 5 SHT. 2 T.O. SUBFLOOR - - FINISH GRADE. SLOPE AWAY FROM STRUCTURE. T.O. RIDGE TD. PLATE -O o ATE • 44 i 4 �Da 3-30 m m Ci ANECIPAk w an C EO 0100- A.--E+• • �# Fi 44ij Viiii PI tcl qgliii rii 09A illAill Mq) palW pg �� 0 P2-3 f v = e Flu= + PL Opt 058 Ecx . (2 S'DES) . lad () MALLS • 3 O.C. c. E Sib" x 5• LA& WRENS • a' O G_ OR 5/6* p BOLTS • 24 O.G. TO CONC. u5E 3' 1401 , STUDS • ADJOIMNE. PANELS E'DGE'S_ I pr v 1 2' �'L` - mo m OR 0513 BOt,A11L..adB7 64 NAILS • 3. O.C. -3 = 364 : red • 4' O_G_ OR 515" MX-T5. 24' O_G_ TO CONIC + v = 304 , : , Lr h u2' PL OR 058 EGLAL..il'Sd C6 %A • 4' O_G_ i ANC* +od • 4' O _c. OR 5/b' CP BOLTS • 36' 0_C. TO CONC. P . v = w PLC I 1,2' o_,r ORt 058 .�'b ►fit WJ►�...5 • b' O_G_ AhG►�O�R,�F,E r6�d • 5 oG _ OR S'b' 8O 6.T5 • 48` o_G_ TO G4�rG III I LATERAL RESTRAINT HARDAARE 1 L SCHEDULE 1 • • 5+P1'SOP4 GS+i _4 rtt (2b1 iogs (t) .roi- 1,.. 1 1 p. j sakar304 C.s16-x w AO) Noa wuis roar Ta*k. I go srp4.512% srooN rw c'36) wets *w • I 111" Wt. TO C.C11 MO Tank- I 511h4P5OK "A22 V ' (* 'its '44,4..5 • t 1/2' Gift TO Gum tacos (Ai 1 III I LATERAL RESTRAINT HARDAARE 1 • s ‘4 ‘i: t ;r tPq 9A OA M 3 z - n r O O �1 3 z r z - r•- C rh b 3/4 x18 GLB 24F -V4 fa' -0" LANG 51/8 x 10 1/2 GLB 24F -V4 UPSET FLUSH BLOCKING UNDER BEARING N ALL ABOVE ►*A all - .++, , 51/8 x 9 GLS 24F -V4 3 I/8 x 13 1/2 GLB 24F -V4 x IQ' -O" L. X 10FLR II 'JOISTS • '16" O.C. 4XI2 DF MO 6X10 DF #I BOTT. q' -O" A.M.F. trt 43i "o� rX I 6 i s i 11 4X10 DF #2 ; x 0 {`r p x 0 top Out Ol t4 2x10 HF #2 2x10 HF #2 o ..mlirtoz-N/Ame) at Q 'II PLAN M24qOCSF-I 18915 -142ND AVENUE NE SUITE 100 OFFICE: (425) 485 -4900 TOLL FREE: 1- 888 - 272 -4100 ARCHITECTS NORTH WEST WOODINVILLE, WA 98072 FAX: (425) 487 -6585 WWW.ARCHITECTSNW.COM PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUIt T FROM THESE P1 ANS THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION AY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARiAT1ONS THEREOF WITHOUT WRITTEN PERMISSI FROM ARCHITECTS NORTHWEST. INC IS STRICTL Y PROHIBITED. THESE DRAWINGS AND PL ANS St T FORTH ON THIS SHEET AS INSTRUMENTS Of SILRViCE ARE, AND SHALL REMAIN, THE PROPERTY Of ARCHITECTS NORTHWEST, INC. 5046 GISTERED RC TECT 6/24/03 GLAZING SCHEDULE PLAN M2490C3F -1 ROOM M OF VVNDS WND W WND H MANUF FRAME TYPE WDW TYPE MODEL NO AIR GAP GAS LO -Ef U VAL 1 (1) AREA UA MAIN FLOOR 0 40 _ DEN 2 3 00 500_MIT 2 00 GARD MIIGARD VINYL VINYL S HUNG 5220 112" AIR YES YES 0 39 30 00 4 00 -a.. 3 •• a 11 70 1 40 DEN 1 2 00 PICTURE 5320 ~ 1/2" AIR 0 35 LIVING _ 3 2 I8 - 5 00 MIL GARD VINYL S HUNG 5220 1/2" AIR YES 0 39 37 50 14 63 LIVING 2 00 MR GARD VINYL PICTURE 5320 1/2" AIR YES 0 35 8 00 2 80 DINING 2 5 00 MILGARD VINYL S HUNG 5220 1/2" AIR YES 0 39 30 00 11 70 KITCHEN 1 4 00 3 50 MILGARD VINYL SLIDER 5120 112" AIR YES 0 38 14 00 5 32 _NOOK 1 3 00 5 00 MILGARD VINYL CASE 5521 1/2" AIR YES 0 36 15 00 5 40 NOOK 1 3 00 5 00MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 15 00 5 25 FAMILY UTILITY 1 8 00 2 00 5 00 _ 3 00 MILGARD MILGARD VINYL VINYL SLIDER CASE r 5120 1/2" 1/2'' AIR YES YES 0 38 0 36 _ 40 00_ 6 00 15 20 2 16 1 5521 AIR UPPER FLOOR HIGH FOYER 2 3 00 3 00 MILGARD VINYL PICTURE 5320 1/2" `AIR YES 0 35 18 00 6 30 M BEDRM i 2 8 00 5 00 5 00 4 00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0 38 40 00 15 20 M BATH MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 40 00 14 00 M BATH 1 2 00 4 00 MILGARD VINYL S HUNG 5220 1/2" AIR YES 0 39 8 00 3 12 BEDRM 2 1 5 00 3 50 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.38 17 50 6 65 BEDRM 3 3 3 00 3 50 MILGARD VINYL CASE 5521 1/2" AIR YES 0 36 31 50 11 34 PLAYROOM 2 3 00 5 00 MILGARD VINYL S HUNG 5220 1/2" AIR YES 0.39 30 00 11 70 PLAYROOM 1 2 00 2 00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0 35 4 00 1.40 WND. TOTAL: 388.50 DOORS WITH MORE THAN 50'/. GLASS 145.27 NOOK I 1T 3 oor 6 67JSIMPSON WOOD (DOOR l 6001 314 "1AIR IYESI GLASS 0 361 20 01I_ 7 20 DOORS WITH MORE THAN 50% AVG. U -VALUE (VERTICAL SKYLIGHTS AND SKYWALLS - TOTAL: 20.01 GLASS): 7.20 0.37 STAIRWELL 1 4 00 4.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0 54 16 00 8.64 M BATH 1 2 00 3 00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0 54 6 00 3 24 GLAZING AVG U -VALUE (1) U- VALUES ARE NFRC SKYLIGHT TOTAL: AVG. U -VALUE (OVERHEAD GLASS): % = TOTAL 1 = 430.51 S.F. = 22.00 AREA 11.88 0.54 UA ' 430 511 164 35 TOTAL 1 TOTAL 2 17 11% HEATED AREA 251600 S F = UA TOTAL (TOT. 2) = 164.35 UA = 0.38 U -VALUE AREA TOTAL (TOT. 1) 430.51 A CERTIFIED OR OBTAINED FROM WSEC TABLE 10-6A. B. C. D OR E ROOF VENTILATION 5046 GISTERED 41 e ITECT I t 07Z 11/M ■Z A f l e W INGTON 41/24/03 PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION f OR EACH STRUCTURE BUILT FROM THESE Pi ANS. THESE Pt_ANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD Of ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSI FROM ARCHITECTS NORTHWEST, INC IS STRICTI Y PROHIBITED. THESE DRAWINGS AND PL ANS SE T FORTH ON THIS SHEET AS INSTRUMENTS Of SERVICE ARE, AND SHALL REMAIN, THE PROPLRT t Of ARCHITECTS NORTHWEST, INC. Lower Roof Roof Area : Ventilation Required. 67.67 s.f 67.67 s f. x 144 s.i_ I s f. 1 300 = 32.482 s.i. Req'd Provide 1/2 ventilation at eaves. 1/2 above midpoint & min. 3 ft. above eave vents UNLIMITED Eave Ventilation. R -30 , B i r d b l o c k i ng = Eave Ventilation Req'd = Provide Mln Ventilation Provided = RT 100 WC 3 53 s.i. / I f. 460 I f. 17 66 s I 16.241 S I Req'd ,Upper Roof Ventilation 0 40 BELOW GRADE WALLS (INTERIOR) Tx7" Attic Roof Jack = Upper Ventilation Req'd = Provide Ventilation Provided = 49 s i each - 25% screen redE 1 o n = 32482 Si 12 /so of each vent = 1 -7 roof lacks Ventilation = 36 75 s i Is greater than 36 75 s I each 044 vents 36 75 s I 16 241 s L Req'd Use : (minimum) Use : (minimum) 'Total S If. birdblocking_ Ven1> Iation = 1 -7 roan jacks. Verrdiation = 17.66 s.i. 36.75 s.i_ Min. Ventilation Prloviidsd = 54.41 s.i. IS GREATER THAN : :t ANA j 1h : ?" - 47 408 1` DUCTS IN UNHEATED SPACES -a.. 3 •• a ANA b 0 aE -•g 3` 24 "S 6 / / 6 ROOF VENTILATION CHAPTER 6 PRESCRPTIVE Standard Truss / Scissor Truss Roof Framing Assembly: Lower Roof Roof Area : Ventilation Required. 67.67 s.f 67.67 s f. x 144 s.i_ I s f. 1 300 = 32.482 s.i. Req'd Provide 1/2 ventilation at eaves. 1/2 above midpoint & min. 3 ft. above eave vents UNLIMITED Eave Ventilation. R -30 , B i r d b l o c k i ng = Eave Ventilation Req'd = Provide Mln Ventilation Provided = 4 71 s.i. I I f. - 25% r e d u c t i o n = 32 482 s.i / 2 / s.i. per i f. = 5 I f birdblocking- Ventilation = 17 663 s I. Is greater than 3 53 s.i. / I f. 460 I f. 17 66 s I 16.241 S I Req'd ,Upper Roof Ventilation 0 40 BELOW GRADE WALLS (INTERIOR) Tx7" Attic Roof Jack = Upper Ventilation Req'd = Provide Ventilation Provided = 49 s i each - 25% screen redE 1 o n = 32482 Si 12 /so of each vent = 1 -7 roof lacks Ventilation = 36 75 s i Is greater than 36 75 s I each 044 vents 36 75 s I 16 241 s L Req'd Use : (minimum) Use : (minimum) 'Total S If. birdblocking_ Ven1> Iation = 1 -7 roan jacks. Verrdiation = 17.66 s.i. 36.75 s.i_ Min. Ventilation Prloviidsd = 54.41 s.i. IS GREATER THAN : 32.492 s.i. Req'd 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRPTIVE PROPOSED INSULATION OPTION NUMBER w CEILINGS R -38 MAX GLAZING PERCENTAGE ALLOWED UNLIMITED VAULTED CEILINGS R -30 PROPOSED PERCENTAGE GLAZING 17.11% ABOVE GRADE WALLS R 21 MAX VERTICAL U -VALUE ALLOWED 0 40 BELOW GRADE WALLS (INTERIOR) R-21 PROPOSED VERTICAL U -VALUE 0 37 FLOORS OVER UNHEATED SPACES R 30 MAX OVERHEAD U -VALUE ALLOWED 058 SLAB PERIMETER R-10 PROPOSED OVERHEAD U-VALUE 0 54 DUCTS IN UNHEATED SPACES R-8 MAX DOOR U-VALUE ALLOWED 0 20 , PROPOSED DOOR U -VALUE 0 20 L 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRPTIVE HEATING SYSTEM SIZING: Standard Truss / Scissor Truss Roof Framing Assembly: HIGH ROOF ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS)_ CONDITIONED SQUARE FOOTAGE X 005882 = 14.80 MAXIMUM KW OUTPUT OTHER FUELS CONDITIONED SQUARE FOOTAGE X 20 = 50320 MAXIMUM BTU OUTPUT ROOF VENTILATION Standard Truss / Scissor Truss Roof Framing Assembly: HIGH ROOF Roof Area : Ventilation Required: 1504 s.f 1504 s.f. x 144 s.i- I s.f. 1 300 = 721.92 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint 8 min. 3 ft. above eave vents Eave Ventilation &rdblocking = Eave Ventilation Req'd = Provide : (Min. Ventilation Provided = 4.71 s.i. I I.f. - 25% reduction = 721 92 s.i. / 2 / s.i_ per I.f. = 103 I.f. birdblocking. Ventilation = 363.85 s.i. is greater than 3.53 s.i. I I.f. 102.18 If 363 -85 s.i. 360.96 s.i. Req'd Upper Roof Ventilation: 7"x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = 49 s.i. each - 25% screen reduction = 721.92 s.i. / 2 / s.i_ of each vent = 10 -7"x7" roof hacks. Ventilation = 367.50 S i. is greater than 36.75 s.i. each. 9.82 vents 367.50 s.i. 360.96 s.i. Req'd Use : (minimum) Use : (minimum) 103 1.f. birdblocking. Ventilation = 10 -7"x7" roof jacks. Ventilation = 363.85 s.i. 367.50 s.i. Total Min. Ventilation Provided = 731.35 s.i. IS GREATER THAN : 721.92 s.i. Req'd • WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHOD L L _ 7 WHOLE HOUSE VENTILATION USING EXHAUST FANS (VIA() 303 4 1) MIN CFM EXHAUST FAN FLOW RATING PER VtAQ TABLE 3 2 NOTE. THIS IS THE ONLY OPTION THAT REQUIRES A WHOLE HOUSE FAN OPT ". 1 WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED AIR HEATING SYSTEM (VIAQ 303 4 2 _ ; INCH SMOOTH OR 8 INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3-S J MOTORIZED DAMPER MANUAL DAMPER MEETING VIAQ TABLE 3 -2 FLOW RATES 105 CFM AUTOMATIC FLOW - REGULATED DEVICE (WTI WHOLE HOUSE VENTILATION USING A SUPPLY FAN IVLAQ 303 4 31 INCH SMOOTH OR INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3-6 F, .DRAFT DAMPER SELECTION J CALIBRATED MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER AUTOMATIC FLOW - REGULATING DEVICE OP TION 4 WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM (VIAQ 303 4 41 f l OOR I L J 4 MIL POLY [ X FACE STAPLED BACKED BATTS L ] PLYWOOD W/ EXT GLUE WALL L 7 4 MIL POLY [ X I FACE STAPLED BACKED BATTS r PVA PAINT CE I - 1 4 MIL POLY I I FACE STAPLED BACKED BATTS I I PVA PAINT LA- NOT REQUIRED IF VENTILATION SPACE AVERAGE 12" ABOVE INSULATION VAPOR RETARDER `va ATTI G t VA NOD VaAttAtAttAtattAttAttAMSAIPAWAI KNIWAftatattatettgat AtAttAtt. inu M► aiLIPIANAMM► LLAVIVASL i�i�i�1iPANI ai k0I ��i� �R i R i R � 6 MIL BLACK VAPOR BARRIER u. u- N,- II- u--II :11 1- "FA =11 - -- -- - III. 1L =11. II =1I =11 =II= u =1I =I `II -1I. u_n_ i� i�.u - _ - 11= 11 =u =11= 11 =11=11 =1 =11= 1 x6 TRIM vvER 2x12 BARGE BOARD. 2x12 RAFTERS 0 lb" O.G. R -38 CEILING INSULATION m - I T.O. RIDGE COMPOSITION SHINGLES OVER 15* FELT ON 1/2" EXT. SI-ITH6. PRE-ENGINEERED TRUSSES 0 24" O.G. R -38 ATTIC INSULATION. INSULATION BAFFLE TO EXTEND 12" BEYOND INSULATION. VENTED •LOGKIN&_ T.O. PLATE .2x8 FASG : A ft/ C, 3 METAL 5T _ R-30 F;-00R 1 .,,+yr' . lx 2 BA 'P. StAF ..0 R F>,454 GRADE sLOFE AriA-r FROM 571t, CONC.._ FOUNDA SEAM PER PLAN 4 IN/ LAM. GLASS l'OSTS 4.14) BEAM PER PLAN POSTS AND SEAM PER PLAN BUILDING SECTiON 'A' 12 BUILDING SECTION 'B' 12 v 12 12 10" SOLATUSE T.Q. RIDGE COMPOSITION SHINGLES OVER 15* FELT ON 1/2" EXT. SHTHE, . PRE- ENbINEERED TRUSSES 24" O.G. R -38 ATTIC INSULATION. INSULATION BAFFLE TO EXTEND 12" BEYOND INSULATION. VENTED BLOCKING. T.Q. PLATE 2x8 FASCIA IN/ CONT. METAL GUTTER. EXT. FINISH PER ELEVATIONS. 3/4" T46 PLYWD. SUBFL. 2x I O FLOOR JOISTS r -P. PER PLAN. T.O. SUSFLOOR T.O. PLATE R - Jr VALL INSULATION. 2x6 STUDS A 16" O.G. 3/4" T46 PLYWD. SUBFL. R -30 FLOOR INSULATION. 2x 12 BELLY BAND. T.O. SUSFLOOR FINISH GRADE. SLOPE AVVAY FROM STR. CONC. FOUNDATION. MSTR BEDRM Nfle. MY �ti!i�a! BEDRM 4 , "��=���=�= = ���+�►����r�r:YA fI A: t. 1��� ; ������� .1 ���� I la! a • :I tal . II [ !;it _i 3-GAR GARAGE 5 . 8 . - s'PE _ 6` SD I! le 12 • • r • . • • • • 1. • • • • --0 c". _A Cif' : XMLA r^ 7 3 2c : ROO BEAR N IS • &A2 .. S.F., _OOR '1 1 ) a 3 - 3c e:° I i 0 r-r•, - ... 7 S ) 2 . r 25 13/16" File: D03 -0300 35mm Drawing 6 ■ N LO']' S N 4" dia per?. fdn. drain d 4" dia storm drain I/ s` 5r 57-• c:S-c T',cse plans haveaTeviey�ed by the Public j Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: B N 92. 23 ' orks Department for conformance with current 0 City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. MINIM 411■111 STORM DRAIN STUB N8977:17"Iv ROGI(ERY WALL UNDER 4' TALL —GAS Inch GAS GAS GAS IWLSTCOTT® Since 1872 " 1 GAS co - ---E I1III1III1III1III1III�III1III1I 1/16 1 2 GAS 511113 IIIII1III1I 3 OEM IMIMOD DANA, Y y7; SIDE SEWER GAS Zc1/4) co Fig HYDRANT GAS 1 1 1 1 3/4' WATER METER 1111111 I I1I I II 4I I1I I III I III I II 5I III I IIi l lll l ll 6l v 9 t I. £ Z H OI6 rill I 9 I b I £ I Z I . w II IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII I IIIIIIIII I IIIIIIIII IIIIII I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIII LOT 4 6e€ Pt(4t4c [1VwLs CkI,4410)4r roditovihelkipt4 ag, Lot 5, of Cascade Glen 13218 38th Place South TAX #: 142260 -0050 1 " =10' CAP `1 PeRM1' GEN��R INATER SERVICE LINE S 51DE SEWER LINE ---E —E --E NEIN UNDERGROUND ELEC. /PHONE /CABLE SD — SD — SD 4" RAIN DRAIN GAS — GAS GAS NEIN GAS LINE SITE PLAN C.ITY OF TU K'►is.I1 APPROVED C 23 203 AS U