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HomeMy WebLinkAboutPermit D03-168 - CASCADE GLEN - LOT 2CASCADE GLEN - LOT 2 , z. W 13222 38 TH PLACE WO SOUTH d03-168 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600020 Address: 13222 38 PL S TUKW Suite No: Tenant: Name: CASCADE GLEN - LOT 2 Address: 13222 38 PL S, TUKWILA, WA Owner: Name: DREAMCATCHER HOMES LLC Address: 13407 51 AV W, EDMONDS WA Contact Person: Name: JAY KEIROUZ Address: 13619 MUKILTEO SPEEDWAY, #D -5, LYNNWOOD, WA Contractor: Name: J A K DEV & CONST CORP Address: 13407 51ST AVE WEST, SEATTLE WA Contractor License No: JAKDECCO23NS DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,330 SQ FT SINGLE FAMILY RESIDENCE, 648 SQ FT ATTACHED GARAGE AND 108 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, STORM DRAINAGE, LAND ALTERING, EROSION CONTROL, AND STORM DRAINAGE FOR ROCKERY. Value of Construction: $ $232,265.28 Fees Collected: $3,259.61 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N Water Main Extension: doc: Devperm N DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut 100 c.y. Start Time: Private: D03 -168 Permit Number: D03 -168 Issue Date: 06/26/2003 Permit Expires On: 12/23/2003 Phone: Phone: 206 300 -6874 Phone: 206 - 300 -6874 Expiration Date:09 /04/2004 Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: Printed: 06 -26 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Meter: N doc: Devperm ** Continued Next Page ** D03 -168 Printed: 06 -26 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: Ei ra Date:./ 7:,6l0-j 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 D03 -168 Printed: 06 -26 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600020 Address: 13222 38 PL S TUKW Suite No: Tenant: CASCADE GLEN - LOT 2 PERMIT CONDITIONS Permit Number: D03 -168 Status: ISSUED Applied Date: 06/02/2003 Issue Date: 06/26/2003 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 Tess, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). doc: Conditions D03 -168 Printed: 06 -26 -2003 z _1- w r J U 0 0 c o J = 1-- N u w u_ Q s • d I— w Z H 0 Z • ~ U O- O I- w W I 0 r- .. z w U = O ~ z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 18: * **PUBLIC WORKS DEPARTMENT CONDITIONS* ** 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 23: The Land Altering Permit Fee is based upon an estimated 100 cubic yards of cut and no fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 24: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 25: 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 from the point of connection on the pole to the house. 28: All conditions of the Hillside Homes a.k.a. Cascade Glen plat approval shall be met. Refer to permit nos. MI2000 -278, L99 -0023 and L99 -0024. The Geotechnical Engineer shall provide certification on a lot by lot basis, including excavations for rockeries, that the work has been completed in accordance with all geotechnical recommendations. 29: Rockeries shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit altenative engineered plans for a retaining wall, including structural calculations. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Conditions D03 -168 Date: (6 3 Printed: 06 -26 -2003 49X " Mailing Address: Name: Company Name: Mailing Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: \applications \permit application (3.2003) 3/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 King Co Assessor's Tax No.: Site Address: t ( �vD r_t-64 Suite Number: Tenant Name: 5 G+4�� L- . ) 1 ---b 1 2 Property Owners Name 5t"7N1— Ca-- C_ IZ e (3 61") 1 s Mailing Address: Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** E -Mail Address: �-t I Z C� 7'cZL. C. ti L City State Zip Day Telephone: 06 tC$ "7Z-t. Fax Number: � ;)" 74 Contractor Registration Number: . 1'& CG Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** `.ARCHITECT OF`RECORD =All plans must ,be' wet stamped byArchitect of Record; Company Name: Mailing Address: Company Name: Mailing Address: l'agc I City 42 oo Floor: New Tenant: 0 .... Yes D ..No State 4,3'Wip Day Telephone: 94) 3 chn GB 7L City State Zip Fax Number @i;) 74 City Day Telephone: Fax Number: State State Zip Zip City Day Telephone: Fax Number: :mcvwc gt srr o k* r ;�3.raz ?fyi i4d. L BIJILD �] G PERMIT .I FORMA,. -LION 206 4313670 ' Valuation of Project (contractor's bid price): $ / �?�� &s - o- Scope of Work (please provide detailed information): CGS' Will there be new rack storage? [] ..Yes '°l.. No If "yes ", see Handout No. Provide; All Building Areas in Square Footage Below .2 "° Floor 3': °Floor -Floors thru;: Basement' Accessory.Structure* Attached Garage` Detached Garage Attached. Carport Detached Carport`: Covered Deck Uncovered Deck Interior Remodel Addition to Existing Structure New I j13 S Type of Construction . .per.UBC Type of Occupancy per. UBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) (J ) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: \applicationApennit application (3 -2003) 3/2003 Page 2 Existing Building Valuation: $ for requirements. Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 -. Sprinklers ❑ ..Automatic Fire Alarm (4 None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes Q .. No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. LiC WORKS PERMIT YNT`'�RMATIO Water District ❑ ...Tukwila v. Water District #125 ❑ ...Water Availability Provided Total Cut . ..Total Fill \applications \permit application (3.2003) 3/2003 Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) g 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 0. 0. ❑. 0. „ „ . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line WO# WO# WO# Private Private Page 3 6- 433 -01 ti Scope of Work (please provide detailed information): & x S - P-- I tTIN. Call before you Dig: 1- 800 - 424 -5555 :Please'refer:to PublicWorks Bulletin #1 for fees and estimatesheet. ❑ .. Highline ❑ ...Renton Sewer District ❑ ...Tukwila . ValVue ❑ .. Renton ❑ ...Seattle ❑...Sewer Use Certificate ❑...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. ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way cubic yards ❑ Work in Flood Zone cubic yards ` .. Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size di t Le- FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip .r G2C.4a3::4ai:fiii 41: Unit Type: Qty Unit Type: Qty Unit Type: : Boiler /Compressor: Qty Furnace<100K BTU l Air Handling Unit >= 10,000 CFM 1 Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU' Floor Furnace Ventilation Fan I 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent l Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind :MECHANICAL. PERMIT, INFOJ L4ATION MECHANICAL CON'C IACTAIWQRMQTIOy ., Company Name: .. S) 1 t..t C_ Mailing Address: City State Zip Day Telephone: c6) "7-Lp Fax Number:([ (( ) 7-L.p I 2-6- / Contractor Registration Number: —� >6C G ?3 0 S Expiration Date: 6 ) L , ' x ; * *An original or notarized copy of current Washington State Contractor License must be presented at'the e e of permit issuance ** Valuation of Project (contractor's bid price): $ 46-0-0 Scope of Work (please provide detailed information): (Q t -L- (. ��-O T, \\ q \-S I) �' L Z 1 s\ c2 s 1 PI 6 Contact Person: E -Mail Address: Use: Residential: New .... Commercial: New .... ❑ ❑ Gas...[ Fuel Type: Electric Indicate type of mechanical work being installed and the quantity below: Applicable to .permits : in this appheation'' 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 TI-IE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN t ! r ; THORIZED A Signature: Print Name: J L 4ii; \ �\ Mailing Address: - , Date Application Accepted: Date Application Expires: Staff Initials: i \applications \permit application (3-2003) 3/2003 Replacement .... ❑ Replacement .... ❑ Other: 06- .431367 Page 4 Day Telephone: City Date: 67 z /'a - Zak %a -a68'74f State Zip Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600020 13222 38 PL S TUKW CASCADE GLEN - LOT 2 R03 -00679 SKS 1165 DREAMCATCHER HOMES TRANSACTION LIST: Type Method Check 2189 PLAN CHECK - RES PW BASE APPLICATION FEE Description RECEIPT Account Code 000/345.830 000/322.100 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 1,380.06 Payment Date: 06/02/2003 11:43 AM Balance: $1,879.55 Amount 1,380.06 Current Pmts 1,130.06 250.00 Total: 1,380.06 D03 -168 PENDING 06/02/2003 9213 06/03 1716 TOTAL 1380.06 Printed: 06 -02 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600020 13222 38 PL S TUKW CASCADE GLEN - LOT 2 R03 -00780 SKS 1165 DREAMCATCHER HOMES LLC Payment Check 2213 ACCOUNT ITEM LIST: Description BUILDING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Description RECEIPT 000/322.100 000/342.400 000/345.830 000/342.400 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 1,879.55 Payment Date: 06/26/2003 11:25 AM Balance: $0.00 Amount 1,879.55 Account Code Current Pmts 1,738.55 37.00 23.50 38.00 38.00 4.50 Total: 1,879.55 D03 -168 APPROVED 06/02/2003 9943 06/26 97 :1.1 TO TAL 38O i „ 62 Printed: 06 -26 -2003 Pr j4Ft: -6 ea C 0 Ref Type of Insuslibn: 1:±-1 Date Called: • • l/7 i 0 3 Ad ress: Special Instructions: Date Wantel, i Doi c r,;,, ..- .m. ...- Requester: N C—k-. Phone No: < INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ' Approved per applicable codes. COMMENTS: 6\4 Corrections required prior to approval. lCA-k •-k Date: I - 2— /eel REINSPECTION FEE EQUIRED. Prior to inspection, fee must be p a at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMM NTS: Type of Insp ction: -- 5 Moor ,r,s1,, _ a ovec, ate Called: ic.z ppif C , P i i r I ►/N coo '-it 01, - qfie q /I Vr) U - it Special Instructions:"' (O() Date Wanted: Requester; Lr a)- - ;ir\cit- \ wDrV._ 9� vo�ct ,.' I 1 1 C 1 C k cA Y IMCI I n I i 1.SS ti - c l k) \CON A ► rl i c Al A- Pr ject: Q C i(P -1.- "' Type of Insp ction: -- A , re� /. , 2 a g Pits, ate Called: ic.z /ce,/ I I ^� a.m. Special Instructions:"' (O() Date Wanted: Requester; Lr No: P ( one nL�� 74 pproved per applicable codes; INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY "OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: Date: E] $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: Tp4 Iseto: . , R C 9 C: • W d drs: Dt ald . -. 3 P Seil Isrcin: Dt atd .. Pm euse: Poe N: INSPECTION RECORD • Project;-.. bpi- 1(43 PERMIA V El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431-3670 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: (‘ ■)-ed C 0 e 1.1 ".cif /let. r)1A-4-v 4oi - A, 1 (,),„ JL - A r Ci 1./ Date: p 03 Receipt No.: Date: • z iu 2 6 _1 0 O 0 w 0 U) UJ Liii —1 1— CO Lt. w 0 2 < cn a 11 ±I Z v.- I— 0 Z tu 2 D C) • L O — O I— W Lu I w z —I 0 co C.) 01- COMMENTS: is\ I e v J IL - I-,' rrv, s I vt OL) sf i l �P A-P4VYA DrrPA( IA )01 1 clt - vvv\Af e CAIE �i ( 1 (1 LvOat Date Called: I 2 -i - 03 4 T--of w\ V P cit. --, 4 S4r {) G`1 r r� c, ;�` ,nP \ DI 2, ) t 4PGIr Ot`oc1L- l.1GtrVrnt v∎ (( 1 &vtriVG i S Vlo+ r 01M •O I -P -f . 3.) &kir e -cf0 Bo caP►n ?otc, h --\--() CUY\C lrf \Q. Loci \\z- c \ -c sic) v '-e1/Ai 't 4 $- y 4 - S I t Anna I m o Ivv I 11 0 - VC}1Or {'1c bc+L VQtn`I ~t n GAA - \-rV vn ► vArn4; C T C O - c - N - p\1! Ir ( ' ( k - 1n -?'(\ C c O V f Ir s'. ) C ciG rc( rU i 1 Gr 9a v e il o I I se_ G iA ct: P- e )C locu 36" I n I r\; rV u V t.) -ro U 1 (' -P S c A e - ` c o r . cp r I vti c7 n s , iIrr`I 1 h S n e=q si (/'iv, Project: C/q: D.6 67L ,v 1o* Type of Ins ection: ; vi 0...0 • Address: 1 3 2ZZ ?,'` /L S Date Called: I 2 -i - 03 Special Instructions: w Date Wanted: I Z - /� -0 3, a.m. CFR. Requester: -- Phone No: _20C., �,ao- L81y 12, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. G9- 1 INSPECTION RECORD Retain a copy with permit h03 - tab PERMIT (20 •)431 -3670 m( Corrections required prior to approval. Inspector 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: o y\ COMMENTS: — \ r 1 j Type of Inspection; , n rA ) 9.) '• o id AS CieplOVA I rovpi: 14 q.) .- ?CitelirlvNci Gtp t I Add ress : t Date Called: /Slab - i, SOkrtTt avx `-- AVA Date Wanted: • a.m. p.m. Requester: Phone No: c Projet (-5C C-e .) (A -P " Al 2_ Type of Inspection; , n rA ) Add ress : 38 ?I s. Date Called: Special Instructions: Date Wanted: • a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 12. Approved per applicable codes. tg orrections required prior to approval. &10 Inspector: Date: 0$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pyqject: LiViirLck Gitem-id-e2 .: _ Type,of Inspection: Address: 1 3 . 2-)g fi._5 . Date ailed: 1 Special Instructions: - .: . Date Wanted: — ' ,, a.m. / i ) 1 . C Requester: A i L 1 V ( CF— Phone No: 20 (..1 73o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: ector: Date: ,- 1 CA.. 9_ 1 47.00 REINSPECT! FEE REQUIRED Prior to inspection, fee must be aid at 6300 Southcen er Blvd., Suite 1 O. Call to schedule reinspection. e 'pt No.: INSPECTION RECORD Retain a copy with permit Date: Du3"4. PERNA Of 7 . • ii4ve;sf44,1,,„ Project: ,- . lI , Type of Inspection: , p n Ga . Address: 13 a 3 (1. S. Dee Called: 91i /' /C)3 Special Instructions: Y :.. 4/'liWYL- I t' ' � I �� cI .. a �j (� Date Wanted: t f 2 ✓ W t a:rii� p.m. Requester: 11 j 4-.4-4. Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: e tor: \IA R Y eipt No.: Date: 9 i/z 47.00 REINSPECT! N FEE REQUIRED. Pr ior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: '�' r .- C71 L f)(.2 Type of lns ection: V (i). ( ti. Address: 1 -.2 1 P1. 3. Date Called: 71 /v(b; Special Instructions: Date Wanted: C,, 1' I 1 03 a p.m. Requester: Ph(3 - L87q. e Nok Poo) ns ect. r: ,�...,�.... A -, 7.00 REINSPE aid at 6300 Sout ceipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ON FEE REQUI center Blvd., Sure Date: PERMIT N Date: 9' /it /as (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: A D. Prior to inspection, fee must be 100. Call to schedule reinspection. COMMENTS: DiCEAliAti eie°9_ c,4��-GE __) p AQA r / v ,9 n - / 0 A :±ti! /v,.„ . ` . e . a - fp c.c, ft•i`,v,r,/ / // a y a I , R , , Ek1 den . YE . = ..i -0 -c_.t - 4'f\P Jg I (L. 4- b Il/P c�.� 1 C, 44'9r"` ' 1 9 IC) e_ r'Jc .. ( '0 it_, • ((-)3 Special Instructions: 4 - Date Wanted: q f / D/v3 p.m. Requester: \ I! ), P Tone N (2-( .5I J D— Lid 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑Approved per applicable codes. Corrections required prior to approval. Date: � r 1 ° .00 REINSPE ION t EE REQUIRED. P,for to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ■ • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑Approved per applicable codes. Corrections required prior to approval. Date: � r 1 ° .00 REINSPE ION t EE REQUIRED. P,for to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ■ • ect: C Te,Hnspectiom& Addr : • P hS. Date Called Special Instructions: �,: e' Date Wanted: � ( /.5' C�3 a.m. C' 1 `�� Phone N INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. J Corretions required prior to approval. COMMENTS: IDate: _JCC1 • - tor: j,%"> ?, .00 REINSPECTION FEE EQUIRED. Prior /o inspection, fee must be Id at 6300 Southcenter BlvL, Suite 100. all to schedule reinspection. Date: ReeIpt No.: Pr 'ect: i; CL5C ( 2 L Q bl(e44-L+ Typ , of Inspection: ( 42.w.ki 2 <- - 0 .5 ill A d ss: 1222. 3V ' . Date Called: v / Special Instructions: , Date Wanted: a.m. Requester: Phone No: , •" CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 INSPECTION NO. INSPECTION RECORD Retain a copy with permit .00 REINSPECTIO FEE REQUIRED. rior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431-3670 roved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: Date: ( Project: 4 SCc (I( C7Vh — C0 T .pe of Inspection: F7 n fro 1 rl cJ vvht 6Wr 113 s,a, s 7 Pt- Date Call I J r Special Instructions: Date W - 71.' 8 D 2 , / a // dd 1! f` Requester., Phone N — 73i)— , e To) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: Corrections required prior to approval. $4 :OQREINSPECTIIO � EE REQUIRED. Prior to inspection, fee must paid at 6300 Southcer ter Blvd., Suite 100. Call to schedule reinspection. ulF�:.'' ueAS� .�,'�kf.:'i,u',•:ls:;a'::i:' �i :i_a: r ect: _ e P1 _ Lo ( T Relection: of /n � { Address: v� SS ` Date Called: �./ o Special Instructions: E f, PI /C4) Date Wanted: ° Reque ster: Nit c P b eNo: � c�,.(� (r; ��o ".. / . ; INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM e. (206)431 -3670 12 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 124,, L... 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: Project: .,. , 6,.,' - 47` Type of Inspection: • Address: /J-22 2 3 c r 5 Date Called: 1-/7-D 3 Special Instructions: ',_.7 „ A ./ . 4..'"A./e - e er- :l7-C:-ez-Ze_. ..4-,1-z."---e--/ Date Wanted: 7- As 3 p.m. Reque7 Ge.--7 Phone"No: — ,.4;..,420:.: 3 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit :,141A,.•..11.;:,'„. 'Ai- • ; PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 O Corrections required prior to approval. COMMENTS: Inspector, Date: LI $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: Proi t: 1 i/(7/1 • ZS() Type of lnsp ction: 1 CCC 4 frlif c Address: g- g Pi.- 3 Date Called: -J -- 7 IC 03 Instructions: 1--ct4t. A-A. rlOgp pecial Date Wan MIL -iriii: Requester: c Pho n e..L1 ° ' : 0V - 3 W — (0 S 74 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PERMI (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: C eXe-f (" • AO A I CL-0 Date: $ •06 REINSPECTIONEE REQUIRED. P ior to inspection, fee must be id at 6300 Southcente Blvd., Suite 100.1 Call to schedule reinspection. Receipt No.: Date: Projgct :. 0 l - C (,t. C �.1• I P-f'1 " tot Typg of inspection: �j{� �/C 6 &mil ( ( Address: 13 a 3& Pt. � Date Called: , 1 a b, Special Instructions: Ctea-- 60 6 4. p ,, Date Wanted: - ( (3103 a.m_ (tm: Requester: El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: /Co-+ Inspectors ROAA X.- Date: -7` -o ff $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: C a scade G ien Type of Inspection: ) i h a 1 Address:03222 384 Pi S Date Called: I2 _ Special Instructions: Lot J Date Wanted: �_ J �� 03 p.m. Requester �� Phone No: 2o6 -ado --687'4 kui) INSPECTION NO. INSPECTION RECORD Retail/ a copy with permit D0 3 -16 8 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. U Corrections required prior to approval. COMMENTS: 6 171)10/ rtiAcit Al rr■ L k Weal 0.44.t {�v� ,r■ 6 - 6 ""IL4 ) t Inspector: Date: r_k6 fl'1Ar- (L 1 t3 03 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: "SCce. GI eh Type of Inspection: Fi h� I Address: 1322 2 336, p1 s Date Called: )2 /2. Special Instructions: Lot 2 Date Wanted: a �i 11_15 03 67 f Requester:, W/ £ re4, +c hef 4c*v e5 Phone No: 2.06 6374 Da3 -1t2 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 EI Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: -nef2d - .. j/W).br ate{ p 094.0 Avteri Zim A * 014A-al ,141-ed Q ,w►n . G tin /t,(9Ci o c d �)1 Inspector: Cdr I lA, Date: L.41(p/o3 ❑ $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: 1,11-564D E. 6/ Type of Inspection: 66-14-.S Address: /3Z z 2 - 1/4 zS Pi 5, Date Called: /„71/4-/0 3 Special Instructions: J L4,y Date Wanted: /( 1 f a.m. p.m. Requester: Yli y Phone No: CON 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 JApproVed per applicable codes. •O( '(cj El Corrections required prior to approval. COMMENTS: /2p A-Q N 4 d -' , cA. dg re. c tr �I 44,46 o7, ( )s r 414 A 41D Atze24.j rA /fL Inspector: Date: /7 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ` I QQ r 2 J U U N 0 J • = N LL W ga U° d �W Z = W� U N CI— W W H � IL ( 5 LU = O ~ Z COMMENTS: GI N Type of Inspection: 5 I) 7 11°) 3 1) i 5 TLikt ti.A...0 Ce,...4 5 , C*4 . ( zivuvk of Date Called: .c. rk" c.,_ c_c)c-)6 5_PA #1/4-1 I c)t ") V- - r) l'i\-J- If k Requer: . Phone No: 1 (..,,,_, ti_p., Projeq: - GI N Type of Inspection: 5 I) Address: . , pi S Date Called: C Special Instructions: Date Wanted: a.m. p.m. Requer: . Phone No: ,.. L P' 50 INSPECTION NO. INSPECTION RECORD Retain a copy with permit • 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. /t/ (I ilr L4 Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 44*. Prg ect: Type of Inspection: Addr ss: I -5x' 7,i f i_ S . Date Called: / t� / 2-lo Special Instructions: ._... Date Wanted: - 71 - 2,,,.') J� . " a.m. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit to 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. COMMENTS: O /fy°l bt • r q f-to c n l',- Inspector: Gv Date: / 3 / J^ $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: • . 71 r-• 77 .`77,7 ?^4;7:77 .s1 * h'�t q 4 �.� ^.,r -- �. t t r , Address 5 2. s At Authorized Signature Ciiy of Tukwila Fire Department Thomas P Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ' :project: Name ! z.)r' ; is ! , l.Lew.t (."Y 14 .inspection_._schedule _... Needs shift inspection Approved without correction notice FINALAPP.FRM Rev. 2/19/98 r Approved with correction notice issued '4) 1 Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Permit No. // Steven M. Mullet, Mayor Suite # Date e T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 CITY OF TUKWILA Public Works Department 206 - 433 -0179 PUBLIC WORKS BULLETIN 1A TYPE C FEE ESTIMATE WORKSHEET Type C permit fu are based Q value of the construction work. The City collects an Application Fee.y4en the_appI,ipAon is submitted and a Permit Issuance and Inspection fee when the permit is issued. Applicable permits having flat rates are added to the calculated fees and are due when the permit is issued. You may use this form to estimate PW Permit fees. This is an estimate only. Actual fees may vary. If you do not provide contractor bids with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. The peFit fee covers the cost for two reviews and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be paid before PW Final Inspection. Refer to Bulletins 1, 1B, 1C, and 12 for more information. This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 09.25.02 Revised 03.18.03 v.W......... ..w....u...■ nn. u. w: iei+,: isi:;., ::ui:aia;.?s QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME c_AgCAr•c= L.zsr, 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: General Erosion prevention Water Sewer Storm water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) Approved 09,25.02 Revised 03.18.03 1 PERMIT # 37.5 0 $250 (1) 37, S ~v (4) 5. GRADING Plan Review and Permit Fees $ (5) Enter total excavation volume (d - o cubic yards Enter total fill volume le cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION 3 t (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. QUANTITY in CY RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 rr 2, i C 1 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,0O1 1 0,000 a,. - 7'1' , r y a $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1St 100,000, plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance /Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading _ P!e`t'.mit Fees are calculated using the following table. Use the greater'bf the excavation and fill volumes from Item 5. Approved 09.25.02 Revised 03.18.03 2 $ 3 6'O (6) $ 3 (8) . �s,,.,; v1;,'. l ti , :. i; R'.`ru..c: ; ^.nM:c`r,��s....k,'i " a'�Jji.i.iwaal.vy.:i�SSz.;�:f:i •��i »i •ti:�tt +.Yuia. PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only E. Water Meter — Temporary* <--- * Refer to the Water Meter Fees in Bulletin 1 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ -w, Total A through E $ � (9) C. Ryan Hill Water (Ordinance 1777) $ `. D. Special Connection (TMC Title 14) $ f� E. Duwamish $ ---- F. Storm Drainage Mitigation $ G. Other Fees $ Total A through G $ .40' (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 74- This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 Revised 03.18.03 3 5 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE o Col/ 2/b Check Seismic: v = 0.1964 w (all plywood shearwalls) ; Max V seismic WOAup =( 1528 sf /rf + 1372 sf/ wl + 0 sf / fir )x 10 psf = 29000 lbs : V in full strength values (for rho calc) W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( 0 sf /rf + 431 sf /rf + 747 sf /rf + 350 sf /rf + 0 sf /rf + 352 sf /rf + 694 sf /rf + 482 sf /rf + 0 sf/ wl + 248 sf/ wl + 792 sf/ WI + 332 sf/ wl + 0 sf/ wl + 356 sf/ wl + 640 sf/ wl + 376 sf/ wl + 0 sf I flr )x 0 sf I fir )x 0 sf / fir )x 0 sf I fir )x 0 sf / fir )x 0 sf / fir )x 0 sf / fir )x 0 sf / fir )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 0 lbs : 6790 lbs : 15390 lbs : 6820 lbs : 0 lbs : 7080 lbs : 13340 lbs : 8580 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2 x -x = V 3 x -x = 0 lbs. : 1334 lbs. : 3023 lbs. : 1339 lbs. : 0 lbs. : 1391 lbs. : 2620 lbs. : 1685 lbs. : 0 plf 83 plf 189 plf 72 plf 0 plf 73 plf 108 plf 202 plf WOAmain= 2539 sf /rf + 3921 sf/ wl + 1191 sf I fir )x 10 psf = 76510 lbs : V in full strength values W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( 298 sf hi + 732 sf /rf + 788 sf /rf + 538 sf /rf + 183 sf /rf + 538 sf /rf + 1089 sf /rf + 912 sf /rf + 265 sf/ WI + 816 sf/ wl + 1808 sf/ wl + 884 sf/ wl + 148 sf/ wl + 932 sf/ wl + 1801 sf/ wl + 1188 sf/ wl + 0 sf / fir )x 208 sf / fir )x 684 sf / fir )x 299 sf / flr )x 0 sf / flr )x 272 sf / fir )x 597 sf / flr )x 322 sf / flr )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 5630 lbs : 17560 lbs : 32800 lbs : 17210 lbs : 3310 lbs : 17420 lbs : 34870 lbs : 24220 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2 x -x = V 3 x -x = 1106 lbs. : 3449 lbs. : 6442 lbs. : 3380 lbs. : 650 lbs. : 3421 lbs. : 6848 lbs. : 4757 lbs. : 43 plf 398 plf 327 plf 356 plf 33 plf 447 plf 201 plf 487 plf Lateral Analysis: 1997 P: Max Ht - upper= P: Max Ht - -main = P: Max Ht - -main = ARcNrr !NORTHWEST UBC Compute Wind Load x -x, y -y: a y -y = b y -y = C y -y = d y -y = e y -y = 1 x -x = 2 x -x = 3 x -x = a y -y = b y -y = c y -y = d y -y = ey -y= 1 x -x = 2 x -x = 3 x -x = upper = upper = upper = upper = upper = upper = upper = upper = main= main= main= main= main= main= main= main= 29.5' c Ridge; :Use P = 20.0' Ridge; :Use P = 15.0' .:Use P= 0.00 ft w x 9.00 ft w x 17.00 ft w x 9.00 ft w x 0.00 ft w x 8.00 ft wx 19.00 ft w x 11.00 ft wx 7.00 ft wx 15.00 ft w x 17.00 ft w x 15.00 ft w x 7.00 ft w x 10.00 ft w x 18.00 ft wx 13.00 ft w x ;S'( 00 k • 0.00 ft h= 9.00 ft h= 13.50 ft h= 9.00 ft h= 0.00 ft h= 9.00 ft h= 14.00 ft h= 11.00 ft h= 9.00 ft h= 10.50 ft h= 9.00 ft h= 10.50 ft h= 10.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 15.35 ave psf See sheet 10 for sail areas. 14.28 ave psf See sht 4 for Design Criteria. 13.22 ave psf 0.00 sf x 81.00 sf x 229.50 sf x 81.00 sf x 0.00 sf x 72.00 sf x 266.00 sf x 121.00 sf x 63.00 sf x 157.50 sf x 153.00 sf x 157.50 sf x 70.00 sf x 90.00 sf x 162.00 sf x 117.00 sf x 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = RLOEIVED CITY OF TUKWILA PERMIT CENTER Plan 2330C/3 Lateral Analysis: Date: 9/1 /99 0 lbs 1243 lbs 3523 lbs 1243 lbs 0 lbs 1105 lbs 4083 lbs 1857 lbs 833 lbs 3326 lbs 5545 lbs 3326 lbs 925 lbs 2295 lbs 6225 lbs 3404 lbs oPs page 1 of See sht 5 for Shearwall schedule Total Wind Loads TWL y -y upper = 6010 lbs TWL x -x upper = 7046 lbs TWL y -y main = 13955 lbs TWL x -x main = 11924 lbs I FILE COPY ►arri. rctand that the Plan Check approvals are p!`i1 *r f 6046 REGISTERED WOODINVILLE, WA 98072 FAX: (425) 487 -6585 11 ;um SW a y - =.( Wm SW b y - y = ( ;um SW c y -y = ( ium SW d y -y = ( ;um SW e y -y = ( ;um SW 1 x -x = ( ;um SW 2 x -x = ( ;um SW 3 x -x = ( 26.00 • 0 0.00 tl If shear wall tl sw y -y 16.00 tl If shear wall 50.50 16.00 tl If shear wall 18.50 tl If shear wall 0.00 tl If shear wall 19.00 tl If shear wall tl sw x -x 24.33 tl If shear wall 51.66 8.33 tl If shear wail 16.00 6.00 10.00 18.50 20.00 0 19.00 2.33 11.00 13.33 9.00 6.00 2.33 6.00 3.00 3.00 ;um SW a y -y = ( ;um SW b y -y = ( ;um SW c y -y = ( ;um SW d y -y = ( ium SW e y -y = ( ;um SW 1 x -x = ( ium SW 2 x -x = ( ium SW 3 x -x = ( 26.00 • 26.00 tl If shear wall tl sw y -y 8.67 tl If shear wall 83.84 19.67 tl If shear wall 9.50 tl If shear wall 20.00 ti If shear wall 7.66 tl If shear wall tl sw x -x 34.00 tl If shear wail 51.42 9.76 tl If shear wall 8.67 19.67 9.50 20.00 0 5.33 2.33 9.33 9.67 9.00 6.00 1.88 1.88 3.00 3.00 LRCHITECTS NORTHWEST Date: 9/1/99 ute,sum o e ar- errs ing a s ompu x -x, y -y oor: s ' nain floor: :ompute V x -x max. and V y -y max. ocation ipper floor: a y -y = b y -y = c y -y = d y -y = e y-y = 1 x -x = 2 x -x = 3 x -x = Hain floor: upper floor: Sum SW cap y -y = Sum SW cap x -x = main floor: Sum SW cap y -y = Sum SW cap x -x = V wind Redundancy Factor Check: resulting Vmax = 823.14 plf V seismic /1.4 V max #'s / length plf governing force 0 lbs 0 lbs 0 #'s/l = 0 plf wind Use SW #: not applicable 1243 lbs 953 lbs 1243 #'s/I = 78 plf wind Use SW #: P1- 6(198p1f) 3523 lbs 2159 lbs 3523 #'s/I = 220 plf wind Use SW #: P1- 4(304p1f) 1243 lbs 957 lbs 1243 #'s /I = 67 plf wind Use SW #: P1- 6(198p1f) 0 lbs 0 lbs 0 #'s/I = 0 plf wind Use SW #: not applicable 1105 lbs 993 lbs 1105 #'s /I = 58 plf wind. Use SW #: P1- 6(198p1f) 4083 lbs 1871 lbs 4083 #'s/I = 168 plf wind Use SW #: P1- 6(198p1f) 1857 lbs 1204 lbs 1857 #'s/I = 223 plf wind Use SW #: P1.4(304pif) a y -y = 833 lbs 790 lbs 833 #'s/I = 32 plf wind Use SW #: P1- 6(198p1f) b y -y = 3326 lbs 2463 lbs 3326 #s/1= 384 plf wind Use SW #: P1- 3(389p1f) c y -y = 5545 lbs 4601 lbs 5545 #'s/l = 282 plf wind Use SW #: P1- 4(304p1f) d y -y = 3326 lbs 2414 lbs 3326 #'s/I = 350 plf wind Use SW #: P1- 3(389p1f) e y -y = 925 lbs 464 lbs 925 #'s/I = 46 plf wind Use SW #: P1- 6(198p1f) 1 x -x = 2295 lbs 2444 lbs 2444 #'s/I = 319 plf seismic Use SW #: P1 -3(389p1f) 2 x -x = 6225 lbs 4892 lbs 6225 #s/1= 183 plf wind Use SW #: P1- 6(198p1f) 3 x -x = 3404 lbs 3398 lbs 3404 #'s /I = 349 plf wind Use SW #: P1 -3(389p1f) Verify Capacity of Designed Shearwalls: 50.50 If x 51.66 If x 83.84 If x 51.42 If x 198 plf + 198 plf + 304 plf + 304 plf + 0.00 If x 100 plf = 0.00 If x 100 plf = 0.00 If x 198 plf = 0.00 If x 198 plf = 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 Plan : 2330C13 9999 lbs > 10229 lbs > 25488 lbs > 15632 lbs > page 2 of 11 SW# plf F.O.S. = F.O.S. = F.O.S. = F.O.S. = Vmax for "p = Vmax = (2)xVt / sqrt A A= 1333 sq ft Since 823plf > seismic max 487p1f at main 3 x -x, no added redundany factor required. 1.66: OK. 1.45 : 1, OK. 1.83: OK. 1.31 : 1, OK. Horizontal Diaphragm Shear: Roof diaphragm: c y -y: 3523# / 140plf = Use 2511 of sheathed truss above shearwalls, or design truss for addn13500# lateral load. Use continuous solid blocking at Roof diaphragm: 2 x -x: 4083# / 140pIf = Use 29ft of sheathed truss above shearwalls, or sheathed wall between trusses. Use continuous solid blocking at top plate. Roof diaphragm: 3 x -x: 1857# / 16ft of top plate = 116plf < 140p1f OK. Use CS16 -36 top plate to beam at window soffit. Upper floor diaphragm: b y -y: (3326# - 1243#) / 14ft continuous top plate = 149plf < 177p1f OK Use standard details. Upper floor diaphragm: c y -y: (5545# - 3523#) / 20ft continuous top plate = 101 plf < 177plf OK. Use standard details. Upper floor diaphragm: 1 x -x: (2444# - 1105#) / 7.66ft of SW = 175p1f < 177pIf. OK w/ standard details. Use A35FA at top plate to each floor joist above SW. Upper floor diaphragm: 2 x -x: (6225# - 1871 #) / 34ft of shearwall = 128p1f < 140p1f (at garage) OK Upper floor diaphragm: 3 x -x: (3404# - 1857 #) / 9.67ft of shearwall = 160pif. At den: Eft x 349p1f / 12ft continuous top plate = 175plf < 177p1f OK At garage doors: Use continuous header or continuous top plate to connect side panels. Use CSI6x96" top plate to 6ft of double bloc • WOODINVILLE, WA 98072 FAX: (425) 487 -6585 )r. "• +a` r)S> 1: :;,� {.a �3 4 . w.. .. •,'znf �, S.z`,t:rB: , . K"Atzp, . RCHITECTS NORTHWEST Date: 911199 Plan : 2330C/3 page 3 of 11 :heck Overturning for Holdowr=$election Uplift = ((ht x plf x width) - (2/3 D.L.x 1/2 width)] / width tote: No roof dead load used to resist shearwall overturning, It is considered equal to any uplift force from wind. °cation width V pif ht. M / width DL /lf Uplift Holdowns selected pper floor: y -y = 0.00 y -y = 16.00 y -y = 6.00 10.00 y -y = 18.50 y -y = 0.00 x -x = 19.00 : x -x = 11.00 13.33 x -x = 2.33 6.00 Use(6) Use ( Use (5) Use(15) Use (1 ) O plf x 78 plf x 220 plf x 220 plf x 67 plf x O plf x 58 plf x 168 plf x 168 plf x 223 plf x 223 plf x 8.083 ft. h. = 8.063 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. = Holdown and Shearwall Summary STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge dist. STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. CS16 strap-36' l w/(18)10d nails CS16 strap -46"1 w/ (28)10d nails MST48 w/ (34) 16d nails Shearwalls, plate nailing and anchor bolts per schedule - as indicated. 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 O lbs - 628 lbs - 1780 lbs - 1780 lbs - 543 lbs - O lbs - 470 lbs - 1357 lbs - 1357 lbs - 1802 lbs - 1802 lbs - 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 0 lbs. Use : not applicable 206 lbs. Use : scheduled nailing 1621 lbs. Use : CS16 strap -46 "I w/ (28)10d nails 1516 lbs. Use : CS16 strap -46 "I w/ (28)10d nails 55 lbs. Use : scheduled nailing 0 lbs. Use : not applicable 80 lbs = -31 lbs. Use : scheuled nailing 80 lbs = 1066 lbs. Use : CS16 strap -361 w/(18)10d nails 80 lbs = 1005 lbs. Use : CS16 strap -36 "I w/(18)10d nails 80 lbs = 1741 lbs. Use : CS16 strap -46 "I w/ (28)10d nails 80 lbs = 1644 lbs. Use : CS16 strap -46 "I w/ (28)10d nails Hain floor: i y -y = 26.00 32 plf x 11.000 ft. h. = 352 lbs - 110 lbs = -591 lbs. Use : 5/8" AB w/in 12" of panel edge I y -y = 9.00 384 plf x 8.083 ft. h. = 3100 lbs - 160 lbs = 2625 lbs. Use : MST48 w/ (34) 16d nails : y -y = 19.67 282 plf x 8.083 ft. h. = 2279 lbs - 80 lbs = 1760 lbs. Use : STHDI ORJ w/ (28) 16d sinkers, 1 1/2" edge I y -y = 9.50 350 plf x 8.083 ft. h. = 2829 lbs - 160 lbs = 2328 lbs. Use : STHDI ORJ w/ (28) 16d sinkers, 1 1/2" edge y -y = 20.00 46 plf x 8.083 ft. h. = 374 lbs - 80 lbs = -154 lbs. Use : 5/8" AB wfn 12" of panel edge x -x = 5.33 319 plf x 8.083 ft. h. = 2579 lbs - 160 lbs = 2297 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 2.33 319 plf x 8.083 ft. h. = 2579 lbs - 160 lbs = 2456 lbs. Use : STHDI ORJ w/ (28) 16d sinkers, 1 1/2" edge ! x -x = 9.33 183 plf x 9.000 ft. h. = 1648 lbs - 90 lbs = 1371 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 VT edge di 9.67 183 plf x 8.083 ft. h. = 1480 lbs - 160 lbs = 969 lbs. Use : CS16 strap -46 "I w/ (28)10d nails 9.00 183 plf x 8.083 ft. h. = 1480 lbs - 160 lbs = 1005 lbs. Use : CSI 6 strap -46' l w/ (28)10d nails 6.00 183 plf x 8.083 ft. h. = 1480 lbs - 160 lbs = 1163 lbs. Use : CS16 strap -46"I w/ (28)10d nails 3 x -x = 1.88 349 plf x 6.500 ft. h. = 2267 lbs - 160 lbs = 2168 lbs. Use : STHD1 O w/ (28) 16d sinkers, 1 1/2" edge di 1.88 349 plf x 6.500 ft. h. = 2267 lbs - 160 lbs = 2168 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di Notice: curb raised at OHGD side panels to achieve 3.5 to 1 slenderness ratio. • 3.00 349 plf x 8.083 ft. h. = 2819 lbs - 160 lbs = 2661 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge 3.00 349 plf x 8.083 ft. h. = 2819 lbs - 160 lbs = 2661 lbs. Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge Use (i) STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. WOODINVILLE, WA 98072 FAX: (425) 487 -6585 ARCH ITEL TS NORTHWEST DATE 91 Wind per Section 1615: Earthquake per Section 1626: JUti V IJ-) ,G. ✓ - =� CALCULATEO 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 Pei[► _.._ 85 - 4900 Exposure B 80mph SHEET NO. Design criteria per 1997 Uniform Building Code: 80 mph / exposure "B" Design Wind Pressure: P= CexCgxQsx1w Ce= Exposure Factor; Cq= Method Factor, Qs =Wind Stagnation pressure; Iw= Importance Factor Site/Project Specific Values: Ce = 0.62 (Exposwe B c < 15' H); Cq = 1.3 (Projected Area Method per section 1621.3) Qs = 16.4 (Basic Wind Speed = 80 mph); Iw = 1.0 (Standard Structure Importance) Calculated Wind Pressures at Prescribed Building Heights: P = 13.22 psf < 15'H; 14.28psf < 20'1; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H Base Shear: V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q R = Rotation value from Table 16N ; W = Total Seismic Dead Load Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) Redundancy Factor: p (Equation 30 -3) combined with r max equation (Section 1630.1.1) creates a design condition to attempt to keep p = 1 or less. Vmax is determined to verify if additonal redundancy factor (p) is needed. (Vmax = 2(Vw)/sqrt A) Lumber grade: HF #2 or better; HF #3 © studs Glue -Lam beams: UBC Combination 24f -V4 Horizontal roof sheathing: 1/2" CDX-7/16" OSB w/ 8d 6" oc at edges (140pIf allowaAe diaphragm shear w/o blocking) Horizontal floor sheathing: 3/4" T &G CDX plywd w/ 10d 6" oc at edges (177p1f allowable diapri ;?qm 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. 4 OF ll W000INVILLE, WA 9807 FAX: (425) 487 -658 ., ..'. .� ..,....c zl .,nYb.;i. ✓.�iti:w".ur,:ystdC pit;: i;: J: wS ;:i.i4i.n':'aw.:+llrw:i SHEAR WALL SCHEDULE (see 1997 UBC tables 23- 11 -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 nails @ 5" o.c. OR 5/8" AB © 48" o.c. to conc. P1-4 v = 304 plf 1/2" plywood or OSB equal, w / 8d (gun) nails © 4" o.c. Anchorage: 16 d nails@ 4" o.c. OR 5/8" AB @ 36" o.c. to conc. P1 -3 v = 389 plf 1/2" plywood or OSB equal, w / 8d (gun) nails © 3" o.c. Anchorage: 3/8 "x5" lag screws at 12 "o.c.,or 5/8" AB c 30" o.c. to conc. Use min. 3" nom. Studs © adjoining panel edges. P1 -2 v = 516 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 3/8 "x5" lag screws @ 9 "o.c. ,or 5/8" AB © 24" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel edges. P2-4 v = 608 plf 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails © 4" o.c. Anchorage: 3/8 "x5" lag screws © 8" o.c. or 5/8" AB © 18" o.c. to conc. Use min. 3" nom.Sills and studs @ adjoining panel edges. P2 -3 v = 778 plf 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws @ 7" o.c. or 518" AB @ 12" o.c. to conc. Use min. 3" nom. Sills and studs © adjoining panel edges. 1. The shear values in this table are based upon the use of 8d, pneumatically driven nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nail spacing is for all panel edges. Block all panel edges. 3. Spacing of nails along intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXPI /EXP2/EXT or C- C /C- D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. ARCHITECTS J NORTHWEST updated 7/30/98 STHDIORJ w/ (28) 16d sinkers, 1 1/T edge dist. STHD10 w/ (28) 16d sinkers, 1 1/T edge dist. STHD14RJ w/ (38) 16d sinkers, 1 1/T edge dist. STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. HPAHD22 w/ (12) 16d nails, 1 1/2" edge dist. HPAH022 w/ (16) 16d nails, 1 1/2" edge dist. HPAHD22 w/ (19) 16d nails, >8" edge dist. 5/8" AB wlin 12" of panel edge CS16 strap -36"I w/(18)10d nails CS16 strap -46"I w/ (28)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails HD10A w/7 /8" SSTB28 A.B.w/ (4) 7/8" bolts HD8A w/ 7/8" SSTB28 A.B. w/ (3) 7/8" bolts HD5A w/ SSTB20 AB w/ (2) 5/8" bolts HTT22 w/ SSTB -20 A.B.w/ (32) 10d nails. A35 FA. w/ (12) 8d nails 18915 - 142nd AVE. N.E. / SUITE 100 HOLDOWN SCHEDULE JDs ?t1kitJ 233 c)c/3 CALCULATED BY DATE # listed for 1/97 Simpson Strong -Tie cat. # SHEET NO. 2745# 2575#©6 "c. hem -fir table 2745# 2575# hem -fir table 4430# 4220#©6 "c. hem -fir table 4430# 4220# • hem -fir table 1564#©6 nails added for hem fir 2240# ©8 "curb (16) nails max at rim joist 26D7#©6 nails added for hem fir. 500# 1353# 1650# 1850# 2945# 4415# 5160# 7823# 5301# 3038# 4085# 450# nails added for hem fir nails added for hem fir hem -fir table hem -fir table hem -fir table hem -fir table value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir 'z OF I l WOODINVILLE, WA 98072 FAX: (425) 487 -6585 43. t. In ARCHITECTS JOB "W " - L s = CALCULATED BY / 'n CD i �V" 1 - NCRtHVVEST DATE 04 SHEET N0. 4 OF 18915 - 142nd AVE. N.E. / SUITE 100 .k .I MINEM. :MI t Iii �� ' Ili `�/I11' 1111 1 � V F , I�� _ V.\ III ! ,.in . !� C yw_�iii; i; ic�r. —, • ce 7 ' I , , �r OM If NMI Al 111111ME111 1 ingivo I; t . �i OM ii_ 1 k II1LIi . WII MEM EMI MN iplli111111111111111111111111111M1 ' II!, OM r N I � .,fir mi . . . W00DINVILLE, WA 98072 FAX: (425) 487 -6585 .�� •• se,,. - 'a r4 ARCHITECTS NORTHWEST 4 18915. 142nd AVE. N.E. / SUITE 100 PHONE: (206) 485 -4900 JOB 1 A um OF f/ CALCULATED BY DATE TIE SHEET NO J,' WOODINVILLE, WA 98072 FAX: (206) 487.5585 sr ARCHITECTS NORTHWEST 18915-142nd AVE. N.F. / SUITE 100 PHONE: (206) 485 -4900 JOB CALCULATED BY DATE C'I,AN C- 9/ 1 SHEET NO r. lEr I • 'C'I • - d I •', •I J z.� .a ' ®a I;�M dii i! = R R i t `111111:4111 ■r�lrt�l4E M I` ! = rillallaillid iuni -1 ��•car:ar s -mss y�nusa�►. a -I ". ���rt�ur- tae���rr�� ��va�• �: � il'1d41�EC)•�1ilIM !�MBEWMIL. LII Wd it III 'II•1�i11111M . 2i�i s ' . 1;1 i��i ianh � w, OF 11 W00DINVILLE, WA 98072 FAX: (206) 487 -6525 pi ARCHITECTS NORTHWEST J s. s', (U STHOfOFJ 1.1.1117.1 .• Afb.••C z Zrb . I • _ . . slab on 70• 111 — 111111111■41 C sow 1 slab on grade 1. 8915-142nd AVE. N.E.;' SUITE 100 JOB ? LA 11/4S '2.13 G / �S CALCULATED BY F° DATE SHEET ND. 9 OF 1 Je rt n s o • VaMinag W00DINVILLE. WA 98072 487 z Z 00 W= CO a. W 0 LL = • a W Z = F-0 LU ai • N � • W H� U_ O .. Z W U = 0'' Z • ARCtilTECTS NORTHWEST 18915- 142nd AVE. N.E. / SUITE 100 PHON 485-4900 L. A.* JOB PliAtJ AOCNAS SHEET NO OF CALCULATED BY DATE • ,IN'h•111% ....--..... MEW. .• j .Nommommo, ^ mg, • .1 • I 1:611r111111C41111,111MIEEEI • IP ■• 11.-111 SIM ■■•• ger A PIE N. MEMM•■■•• .11111•MMn 01 ISJP".4.1UNIESEEINEE. IEEMIE1191 i z ..... .J1/1111111111111WIE11111 - • I.. 11114.4:7Fly rere:Dirc Iwo" . 61. ix' Ail fits! liyuk....;•■•_aiome I I MI h Artas.-_-.....* 7.673 -.411•41 ,, moms ; NI I I 11=111 ITZ M ■N. • I. e A 1 4 ' Its h em. rA 1 h ediN1111Mt o ih‘ ,mov,.411104. 16 1 1111 WOODINVILLE, WA 98072 FAX: (206) 487-6525 • TYPICAL END CONDITIONS � MST37 W/ (24)164. MST48 w/ (34) MST60 w/ (48) MST72w/ (56) 16d 16d 16d nails nails nails I l nails 1 _ SPAN showing j P ypical Clear Floor a Span 1850# 2945# 4415# 5150# 6iititiiirr..i • ' Typical insta L 0n a Holdown Jo MIN. qE�p LENGTH SI POST . `' '. ® \ .. • Typical Rim Joist • • .. :. r � r; �'''' _CORN STHD14RJ Installation PORE OT 1I try IN F OM' I � REBAR I , - '� ° ' SIIF CORE / AR l e Typical CS Installation as a Floor -to- Floor Tie end distance Equal number nested in caul CS16 strap -36 "I w/(18)10d CS16 strap -461 w/ ` Oil � : ' ot � nails end (28)10d � I: 1 nails LENGTM 1 6 • ENO L ENu . nails - E H ,N / 1353# 1650# Typical HDSA Hoidown Installation with SSTB anchor bolt. Washers are not at the base. HD1 OA w/7/8" SSTB28 HD8A w/ 7/8" SSTB28 HDSA w/ SSTB20 �,, t ` ' •�� required AB w/ ft =: % 7/8" boits 7/8" bolts . `` `* :: l30• MIN REBAR LENGTH - Corner ii Z L .r Typical with , -. a : ; ; '' • ' �' ■ - ; :' Installation 3 -2x ONE IN SHEAR CONE MIN. ' ' _ �•, '. • - • . �• �� STHD studs . �� A.B.w/ A.B. (2) ^" . ` '' . , i „ � (4) w/ (3) 5/8" bolts • SI M PSON STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge dist. 2745#@8 "c. 2575#@6 "c. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# 2575# STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# @8 "c. 4220#@6 "c. STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# 4220# Stro r 11 CONNECTORS NOTE: ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, Form T-HEMFIR-2 11/97 exp 1/99, OR CATALOG C -98. VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. ri ARCHITECTS JOB FLAP #2. 0 G / 3 CALCULATED BY LI NORTHWEST DATE << P SHEET NO. ` of rI W00DINVILLE, WA 9807: 142nd AVE. N.E. / SUITE 100 ARCHITECTS NORTHWEST LAT!RAL D ETA I L 4 DETAIL A DETAIL A SIM. :LATERAL. DETAIL 10. 18915 - 142nd AVE. N.E. / SUITE 1 00 PHONE: (425) 485 -4900 NOT TO SGAL °- JOB 1' d3 - J 'LJ J C..) .� CALCULATED BY DATE Ibdeb " OG. U.N.O. EA . INA'_ ( S= PLANS) NOT TO SGA= LATERAL ERAL DETAIL 5 LATERAL DETAIL ci SHEET NO I 1 h CI: 8d ® 6' O G. U.H.O. is 1 NOT TO SG,4i= NOT TO SGA' _ WOODINVILLE, WA 93072 FAX: (425) 437•.•5 Z W re f a O 0 N O N � WO U Q = a I W Z = H 1- O Z W • W U � N O ( 1 ) O 1 - W w O w Z = 0 1— O Z IOd b' OS.. PER PLAN ARCHITECTS. 5d COOLER o4' O.. CALCULATED BY NDRTHWEST DAT /It FLOOR JOIST PER PLAN 16d • 6' DL. E:1-_AR YNIAL_ PER P AN LATAL �AL — TAIL I I 2x 50LD ELOCKING L TAIL DETAIL 1 . ;11 ROOF DIA .GM ROOF FRAMING FLAN 2:e6 SOLI:7 • -49' J.O. (B) Ibd TO 00KIN6 EAOri M SF.E.AR NAL PER PLAN eocr t. ; .,tear-. LATERAL DETAIL (2) Ibd o b' O.G. . U.N .. bd o 6' 0.C. r . 5''TOM P e RIM JOIST S` S4 AR HALL SGr t�U1= POR NAILING PA � iN Si-EAR WALL PER PLAN NOT TO SCALE .IOC P(. /,.11 0C- /.3 2x SOLID BLOCKING (4) I6d INTO BLOCKING IOd o 6" 0.0. PER PLAN C 6 " O IL art II ..2.0!5T NOT TO SCALE LA T`--r L 12ETA1L 1'T S NO U 0 FLAN SHEAR WALL PER PLAN (2) Ibd • b" O.G U.N.O. Si. SHEAR WALL SCHEDULE. FOR NAILING PATTERN SHEAR WALL PER PLAN 3) Ibe. JOIST 1 OIAPiR i —2x �SLO1D B ' .XJH(, .HEAR NOT TO SCALE VVOOOINVII I VVA 93072 • z w CC QQ 2 J U O 0 J = N W w 0 2 g Q • a I- al Z = I- 0 • I- LL' U Ca 0 — D I-- W W I- Z W U 0 Z 4' Max Height 1' Min. 5 connect to 1 catch basin, Outlet Pipe Undisturbed soil 2'I Standard Steel Pipe Rolling with Welded Joints Hot —Dip Galvanized, Astma 3. Ornamental Iron Handrail may also be permitted with City Engineer Approval. 10' post to poet spacing with slip fit expansion joints. Non — Shrink Grout 4" Diem Gaiv Steel Weave r No structures, roadways, or parking lots in this area. SEE ABOVE FOR ROCKERY DETAILS to3 - ib8' .'Y ....... . . ' . ' . ' . ' . ' . ' . ' . ' .. ' . ' . ' . ' • '' • • • j '� ••••••••••••••••••••••••••••• • • f% .. • % / ••••• %/ / NOTES: No footings of structures (including other rockeries) Free — draining backfill; min.12" wide layer of 2' -4" quarry spoils adjacent to rockery. Stable cut face in native material 1' diameter washed gravel; min. 5' cover over pipe; min. 2' gravel under pipe, 12' wide. Min. 6' die. perf. PVC, SOR 35 pipe /MSHTO M278 /ASTM 3034; min. 1X continuous slope to outlet; pipe wroped in filter fabric(Mirafi or equiv.) Place pipe between rocks to avoid weight. VIEW FACING ROCKERY AND CLITIFT PIRE RECEIVED CITY OF TUKWILA. APR 2 5 2003 PERMIT CENTER 1. Rock shall be sound and have minimum density of 150 pounds per cubic foot. 2. The long dimension of all rocks shall be placed perpendicular to the wall. Each rock should bear on two rocks In the tier below. 3. Rockeries are erosion — control structures, not retaining walls. Native material must be stable and free— standing in cut face. 4. Improved walking surfaces above and adjacent to rockeries over 30" in height shall be protected by a rail conforming to UBC 1711. 5. Base rock is 2 —man minimum. (2 man rock - 200 -700 lb 16' -28') 6. Shop drawing for all railing must be city approved prior to fabrication. City of Tukwila ROCKERY & SIDEWALK WITH SAFETY RAIL DATE: 11/15/96 Not to sale. RS -5 .,v•..•M.r,.+.. 4M* ail..• YMYC �w: x. �:: A: S�. adt�a` l: ilv: �i• 31: 1i�' ��51 'iiS1��'t.fi�'f.^:��:. *:;�•, i ..1 i. I L V V V i L• V 12/17/03 WED 09:12 FAX 208 878 8268 KINKO'S KENT, WA w ., I Earth Consultants, Inc aouteNtkvl FROot IS. tXOIOrdF.S i Orr Mmcnr.It!itnnt v anngnftn TWIN A IG43I VAIM)I11MWX1101 dMhka 1905 t3eth Place NM., Sulfa 201 • Bellevue, WA 99005 Bellevue (425) S43-378D • Toll Free (BBB) 739.6870 FAX (425) 744•0860 DAILY FIELD REPORT Pmjeot I Job LoCatIon ;Mi&1defits General Contractor ProO ct No. Permit No. j r61 2 ' , General Contractor° CupelMendcnt Are approved Plans/Permits on -site ❑ Yes ❑ No Vn, \,11 VvI IJIJL 1 r11 11..I Fled Rep. Time Crn 8lte Travel Time Permit Job No. 10_ I - Time ON ere Miles firs. Charged v1srl Mani/Owner 176,8 Received Unchecked By 1 MVL ULF UG 0 002 Report No. Day of Week If No, contact the building department or explain below: - - • ) ob3e rthrr/on/S OM . ' at tr7GS .Ler L,Mc' QuvL -- 724J4o .41..E - ■ ... 4 ° , • ..._, :ii-= •• Lo 0 M , 4,) I o $lz' - 11 er/td 1ei,14 A# . 6'-u,cattoer" en, / 114 4.M7467Z4L- /'.nrrerbi46444/.146: _Am° 6GT'S REeoMw4e1>Nr /off., B 5o•••6 Aniatt 444/eFiG4/. gelrA/1VV AMQ &fale. .M<Z .Qe oiAl•td.5 e - � i : a -. - � fAr tr_ Far l 'I .r atisaz., . 246. 2 S6'. gr 74 ,..1,...., k ' X3182 law .71%-. : 1 7 0 3 EXPIRES C2 -09 -o — i ..1 i. I L V V V i L• V 12/17/03 WED 09:12 FAX 208 878 8268 KINKO'S KENT, WA w ., I Earth Consultants, Inc aouteNtkvl FROot IS. tXOIOrdF.S i Orr Mmcnr.It!itnnt v anngnftn TWIN A IG43I VAIM)I11MWX1101 dMhka 1905 t3eth Place NM., Sulfa 201 • Bellevue, WA 99005 Bellevue (425) S43-378D • Toll Free (BBB) 739.6870 FAX (425) 744•0860 DAILY FIELD REPORT Pmjeot I Job LoCatIon ;Mi&1defits General Contractor ProO ct No. Permit No. j r61 2 ' , General Contractor° CupelMendcnt Are approved Plans/Permits on -site ❑ Yes ❑ No Vn, \,11 VvI IJIJL 1 r11 11..I Fled Rep. Time Crn 8lte Travel Time Permit Job No. 10_ I - Time ON ere Miles firs. Charged v1srl Mani/Owner 176,8 Received Unchecked By 1 MVL ULF UG 0 002 Report No. Day of Week If No, contact the building department or explain below: .... ... • . • 11.05.03 Jihad Keirou JAI( Inc. 13407 51" Ave NE Edmonds, WA Re: Vapor Block Dear Jihad, We have applied Rodda Vapor Block latex primer sealer with a perm rating of less than one to the following houses at Cascade Glen: Lot # 6, Lot # 8, Lot # 17, Lot # 2, Lot # 3, Lot # 13, and Lot # 18. Approximately 4 mills of wet product were put on the walls and ceilings. Manufacture guidelines say this should give a perm rating of .68. Sincerely, Marcus Eldred adASI■Ab MARCUS DRYWALL INC SNOHOM1SH. WA NM PH. 425- 336-423 FAX 415 -334 -1114 k( Q h'.cn 1. 't Y r.' ;116: 1'�' '' :C lC 4:.a 603 IL E 'A N TM T 11.05 -03 Jihad Keirou JAI( Inc. 13407 51" Ave NE Edmonds, WA Re: Vapor Block Sincerely, Marcus Eldred MARCUS WALL, WI RO INC ` SNOHOMISH. WA 9e290 PH. 425-335-4253 FM 425- 334 -1114 Dear Jihad, We have applied Rodda Vapor Block latex primer sealer with a perm rating of less than one to . the following houses st Cascade Glcn Lot # 6, Lot # 8, Lot # 17, Lot # 2, Lot # 3, Lot # 13, and Lot # 18. Approximately 4 mills of wet product were put on the walls and ceilings. Manufacture guidelines say this should give a perm rating of .68. T 441 Do 6 "Q G D ; r!l' "i M .N7' Test Number Test Location Elevation Reference Compaction Curve Maximum Dry Density Ib3.fcu. R. Flli Moisture 96 Test Dry Density Ibs./cu. R. % of Maximum Dry Density 2. 3c' 6 Lnr /i If ..,,. -r -/ ..-''v ,pe Em' j WealG'iloCe i _/24Z r1.1 1 Z2.3 � 11 Z 0 -G )t' 6 ". f 3? ' - zoli4/045 c. -e, if _ f aeZ 10-4 1 25 0 3 el„- - .tok- sttic�•zr• 4 .176-Z 11 -I 12,47 71 `1 rlf::(- 3 ._. _. - ? Gfc •car ter # — 4t .r 12,6• -2 Q. /f- -r xo,0 I z!. S f4 General Contractor COPY TO: Me Earth Consultants, Inc Critulrurinn 11Vialf w IMO I wnso Malkin 9ent« 1805 136th Place N.E., Suite 201 - Bellevue, WA 98005 Bellevue (426) 843 -3780 • Toll Free (888) 739.6670 FAX (426) 746 -0880 DAILY FIELD REPORT Are approved Plans/Permits on-site ❑ Yes ❑ No Project No. Permit No. General Contractor's Superintendent Field Rep. R Time On Slte 1, ravel Time 5 Job No. riesab Time OR Site 3p tiAl T‘ Hrs. Charged 3.0 Client/Owner Pag o rI Date 1b -b Z-0 Z Weather Visitors Received Unchecked By Re port No. Day oiWyk (/JG If No, contact the building department or explain beiow: CONTINUED ON NEXT PAGE ❑ z ~ 0 00 rn 0 ("W J H tL WO }} lL Q = z = zI- LU U o O - CI— w w O W U= O ~ z Complete Documents /routing slIp.doc 2 -28.02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -168 PROJECT NAME: CASCADE GLEN - LOT 2 SITE ADDRESS: 13222 38 PL S DATE: 06 -02 -03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: J, ,4wc ( -i1-o' m51 .. 6)-3 ( 61-2/».-05 Buil in Division Cl Fire revention 11 Pia ing ivision ID Pu lic Work G A Structural ❑ Permit Coordinator N --)05 it DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions DZ( Notation: REVIEWER'S INITIALS: DUE DATE: 06 -03 -03 Not Approved (attach comments) Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route LEI Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 07 -01 -03 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: .;: _,_.,.,..'i�. at: t•J:i:,4tr' ... ,�.. _.....rw� «5b.++Y)N✓.�l.ii1V.J . �lw' ibt' i. ::E %8.1wv':::.�.'.LJ.�r.'i:el3i • :: • volly ece pl r ,1.s Cit adop for design drawin and wil for sub Final acc the Public Date: ns have been reviewed by t artnicnt for conformance rds. Acceptance is subject tb ich do not authorise violatic arils or ordinances. The respo cy of the design rests total oils, deletions or revisions to s date will void this aoceptap a resubmittal of revised drawin \SIDE Z i ti 1 NEAt „. _____ 4' ; RAIN GAS GAS GAS NEP4 GAS I • subject to field inspection by tilities inspector. By: � � l I th cu nt - Lot 2, of Cascade Glen 38xx South 132nd Place TAX #: 142260 -0020 .101001 asOP 1 BSBL ;L 2 I E • 1 I' N837 4'5 jie .r• 1 1 �s vs -•• .y6—' 33 J.49 sws G014lc;. G/6 4 - _ _ w... - �n 4' fdn. drah 4' do storm drab 51DE STUB s ,.. ..�.•.._. i- • • r \\, 15' UT1U 1 • • (-) I ornam I. 2 !CI g sI.AZlNO IA-FACTOR DOOR U- PACTOR A A 2 ' 01 2 12 MILL MONO 6RADe 4 RAU-- MIT. 1101.0•1 4IPPeADe 4 MALL- exr. MAR *RADE 5 MOOR • OLAIS ON GRADE 1 o 0 11 OVERHEAD 0.58 0.20 R -I5 R -IS R -IO R-3O R -I0 II. 058 0.20 R -21 R -2I I R -IO R -30 R -I0 III. umumneD OiGGUIP A CY ONLY 0.40 058 0.20 R -38 R -90 R -2I R -2I R -IO - R -90 R -IO GENERAL CONSTRUCTION TYPE, OCCUPANCY GROUP, PINE ZONE, SITE WORK gain& CONCRETE CLASS AND N !'oOTIN115rS� PC 250C) B. SLABS ON 6 ADE 2300 3" H/2" I -1/2" 5 /1" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. CONCRETE EXPOSED TO EARTH OR HEATHER. SEAMS AND COLUMNS NOT Ex POSED ED TO EARTH OR WEATHER. SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER. CARPENTRY VN SEISMIC ZONE, R4 WIND SPEED, S EXPOSURE CATEGORY, SUJM'' 9 -4 5 -4 ALL FRAMING SHALL COMPLY WITH THE UNIFORM BUILDING, CODE CHAPTER 29. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE: TREATED. 6" MINIMUM CLEARANCE DETNEN WOOD AND EARTH. 12" MINIMUM CLEARANCE BETWEEN PLOOR BEAMS AND EARTH. l6" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. STUDS HEM-FIR M5 STUD GRADE JOISTS 4 RAFTERS HEM -FIR *2 (2x10) HEM-FIR *2 (2x12) BEAMS, HEADERS, LINTELS 4 GIRDERS 4" NOMINAL DOUG -FIR *2 6" NOMINAL DOG -FIR *1 SLIDE LAMINATED TINEERS DOU6i -FIR LARCH (241« -V4) STRUCTURAL COMPOSITE TIMERS LAMINATED VENEER LUMBER PARALLEL STRAND LUMBER LOAD1N6 ROOF FLOOR CEILING DECK INTERIOR PARTITION EXTERIOR PARTITION F V 15 15 '15 15 95 85 165 285 2W 15 PSF DEAD LOAD + 10 PSF DEAD LOAD + 3 par DEAD LOAD + 5 PSF DEAD LOAD + ALL MISES SHALL ME DESIONED MR UNIFORM LOADIN* AS TROP (MO RO OS FOP OP TRIBUTARY WIDTH CHORD 9 Per OP TRIE T'ARY WIDTH TILE ROOF 49 PIP TOP CHORD 9 PSP BOTTOM CHORD ..... .1.,... • . ..,..... ,..1.... MINIMUM SACKS / G.Y. 5•-1/2 5-1/2 500 615 1075 900 960 1,550 2,600 2.00 ALL RedUIIREMENT6 OP THe 14441 UNIFORM BUILDING CODE, ALL APPLICABLE CODES AND AUTHORITIES HAVING JJRJSDIGTION SHALL BE FOLLOWED. CONTRACTOR SHALL VERIFY ALL NOTES, DINCNSIONS NV CONDITIONS PRIOR TO CONSTRUCTION COMIRACTOR SHALL. PROVIDE TEMPORARY lIRAGINS AS REQUIRED UNTIL ALL PERMANENT GC4•EGTIONS HAVE BEEN MADE. IT 16 THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE OVER SCALED DRAWIN66. UNLESS A SOILS INVESTIGATION REPORT BY A LIGEt4SED SOILS mower' IS PROVIDED, THE FOUNDATION PESION IS BASED UPON AN ASIYJNED AN/ERASE SOIL DEARINe6 CAPACITY OP 2000 POP. EXTERIOR !FOOTINGS SHALL BEAR I'-6" MINIMUM BELOW FINISHED GRADE. ALL POOT1H S TO BEAR ON FIRM, UNDISTURBED EARTH MOH OROANIG SLJHRFAGE SOILS. ALL BACK PILL MATERIAL SHALL BE Y COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. I. AIR ENTR,AININ• "SENT' (9% TO 6%) TO BE USED IN ALL CONCRETE FLAT WORK E)4'O9ED TO WEATHER. 2. ITH 300 SERIES (4 oz. PER 100* OF CEMENT) TO BE USED IN ALL CONCRETE. 5. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE UNIFORM MILIAN. CODE. 4. WATER TO CE4ENT RATIO PER UNIFORM ®UILDIN6 CODE. ASTM A615 GRADE 40, REIN'EORGIN6 STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED DETAILS" AND CONFORM TO STANDARD PRACTICE OUTLINED IN AGI REPORT 515. CONCRETE COVER QF gE I NFORG I Ny . TEEL 2,400 l000po O 23 PSF LIVE LOAD « 40PSF LIVE LOAD « 10 PSF LIVE LOAD « 60 PSF LIVE LOAD • S SO M'HH S MOOD 9EARIN S ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE TREATED WITH AN A PRESERVATIVE. SOLID BLOCKING or NOT LESS THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8" DIAMETER WITH 2 "x2"x9/16" PLATE WASHERS • 4'-0" ON CENTER UNLESS NOTED OTHEIRWISEE. 1" MINIMUM EMBEDMENT. ALL METAL FRAMING ANCHORS AND HAN6ESRS SHOWN ON DRAWINGS SHALL BE STRONS TIE GOMECTORS AS MANUFACTURED BY SIMF'SON COMPANY OR APPROVED EQUAL. PL r'V QOD ALL PLYWOOD MALL AND ROOF SHEATHING SHALL BE I/2" GDX, LNcESS NOTED OTHERWISE. MINIMUM NAILING SHALL BE bd • 6" O.G. AT PANEL EDGES AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 9/4" CDX TONISLJE 4 6R00VE UNLESS NOTED OTHERWISE. MINIMUM NAILINS SHALL BE IOd • 6" O.G. • PANEL EDGES AND 12" 0.G. IN FIELD. SPAN INDEX SHALL SE 40/20. 9TA66 R ALL PANEL EDGES AT ROOF AND FLOOR SHEATHING O. ORIENTED STRAND BOARD (0.5.8) 'SHEATHINO PRODUCTS OF EQUIVALENT' SPAN RATINGS SHALL BE ALLOYED. •LUE LAMINATED TI METERS ALL GLUE LAMINATED TIMBERS SHALL BE DOUG -FIR. LARCH, FABRICATED TO THE RE JIIIEM ENTS OF THE US PRODUCT STANDARD PS 56. LUMBER SHALL BE OF SUCH SRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF; 2,400 PSI IN BENDINSP, 1,100 PSI IN TENSION, 1,600 PSI IN COMPRESSION PARALLEL TO BRAIN, 960 PSI IN COMPRESSION PERPENDICULAR TO (MAIN AND 169 PSI HORIZONTAL SHEAR (COMBINATION 24P -V4). SLUE LAMINATED TIMBERS TO BE AITG CERTIFIED. USE WATERPROOP 6U . . 1,14 M)FAGTlJRE�D „ ALL TRUSSES SHALL BE PE9IdNID BY REOISTL'RLED STATE E:N OINE'CR AND FABRICATED PROM ONLY THESE DESIdNS. 'musses SHM. L. BE STAMPED BY THE ENS1NER OR BY A GUALITY CONTROL A01134CY SIGH AS THE STATE TRUSS FABRICATORS COUNCIL. AU.. TRUSS DESI.NS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ALL NON MARINO MALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM GNORD WITH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT NEAR ON THE MALL OR PARTITION. APPROVED HA1'13L'RS SHALL !E USED AT ALL CONNECTIONS OP RAPTERS, .,LACK OR HIP TRUSSES TO MAIN dIRDENR TRUSSES. ALL ROOF' 11RJd*es SHALL BE FRAMED NV TIED INTO THE FRAME 11ORK AND SUJM'PORTIN O MALLS S SO AS TO FORM AN INTE•RAL. PART OF THE MOLE 5T1 *OOP TRUSSES SHALL. HAVE .IOIN'1'S POLL. Pt i i w AND '.PALL HAVE ALL TENSION Pals FILL. TIONTENED SWORE ANY LOAD IS PLACED UPON THE TRUSS. DIAOCNAL NV SWAY MACROS SHALL. Ea USED TO BRACE ALL TRISSlf. 1,200,1 00 1,200,000 1,500400 1,500,000 1•OO)GOO IbOOPOO 1,900000 2,00040 4OPSF 50PSF 15 PSF 165 PSF 1 PSF 10 PM PIREI5,A►CS ALL MASONRY FIREPLACES AND CHIMNEYS SHALL OE CONSTRUCTED TO CONPOIRM TO ALL APPLICABLE PORTIONS OP TIC UNIFORM UIJILDIN6 CODE AND TM UNIFORM MECHANICAL GODC. PLUM LINER MINIMUM, WO" FIRE CLAY (OR S IIVALIENT) 1■'!It UDC.. SLUE AREA PEI! USG. CHIMNEYS SHALL SUPPORT ONLY THEIR OWN YEIGPHT UNLESS SPECIFICALLY DCSI•NED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED MTHIH TIGHTLY PITTING PLL DAI4PIRS, OPERATED AM A READILY ACVNINOLia MANUAL OR APPROVED AUTOMATIC CONTROL., AND AN OUTSIDE SOURCE OP COMBUSTION AIR. MINIMUM DUCT SIZE OP 6' SMARM INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OP FIREBOX. PREFABRICATED PIREPLAGES, CHIMNEYS, AND RELATED COMPONENTS TO !TEAR U.L. OR 1.4.8.0. SEAL OP APPROVAL AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. HEARTHS SHALL . EXTEND 20' MIN) IN !'RONT OP AND I2" (MIN.) BEYOND EACH SIDE or F IREPL_AGE OPENIN *. FIREPLACIIS SHALL OE PROVIDED WITH TIGHTLY FITTING BLASE OR METAL DOORS. INSULATION AND MO ISTURE PROTECTION utilized NOTED OTTER IISEM, INSULATION SHALL GOPORM TO THE HASH INSTON STATE BMW COVES. INSULATION !RATTLES TO MAINTAIN I -I/2' CLEAR SPACE ABOVE INSULATION. DAPPLES TO EXTEND 6" ABOVE BATT INSULATION. DAPPLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTLSS, SHOWERS, PARTITIONS AND CORNERS. PAGE STAPLE BATTS. PIIIGTION FIT FADED BATTS USE 4 MIL (0.004 ") P'iOLYETWLl:NE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATINS OP ONE MAX.) R -10 INSULATION UNDER ELECTRIC WATER HATERS. INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND YIN7OM!. AND DOOR PRA ES, OPENINSS BETWEEN MALLS AND !FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS or UTILITY SERVICES TH IROU6H WALLS, FLOORS, AND ROOF, AND ALL. OTHER SUCH OPENINGS IN THE BUILDIN S. ENVELOPE, INGLUDIN6 ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, SASKETED OR Y'EATHE.°R- STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DE:fI6NED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND &ARASE ARE NOT CONSIDERED "FIRE- RATED' Att2 MST MET THE ABOVE REQUIREMENT. 5. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR PROM THE 5UILDINCs ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 263./9. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEM'T FROM TESTINS BUT SHALL. BE WEATHER-STRIPPED, O°R- STRIPPED, CAULKED AND NAPE T1SHTLY PITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.G. PIPINS FOR NOT WATER / STEAM SYSTEMS OF PIP'INS FOR GONITINJOUSLY CIRCULATING HOT WATER SERVICE IS REWIRED TO BE INSULATED PER THE W.S.E.G. SERVICE WATER PIPING SHALL RE INSULATED TO A M INIMUIM OF R-5. AN ArrmoVE D VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER STAGES FORMED WHERE GEILINS5 ARE APPLIED DIRECTLY TO THE UNDERSIDE OP ROOF RAFTERS, AND AT EXTERIOR HALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.G. AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXGEEY7 1A6 ". A 6ROUND DOVER OF 6 MIL (0.006 ") BLACK POLYETHYLEIE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPADES. THE GROUND C01/ER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING► AREA FOR ATTIC VENTILATION MAY BE I/" • 00 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXGEEDIN6 ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION. 2001 DASH I N6TON STATE ENERGY CODE (J't . Ems,) -- TABLE PRESCRJPTIVE REQUIREMENTS °a FOR 6ROLUP R OCCUPANCY CLIMATE ZONE I 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 OF THE W1.S.E.G. I. MINIMUM REGNUIRENEN1'S FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DE316N HAS A 6L.AZINS RATIO TO THE CONDITIONED FLOOR AREA OF 19%, IT SHALL GOIPLY WITH ALL OF THE REQUIREMENTS OF THE 15% 6LAZIN6s OPTION (OR HONER). PROPOSED DESIGNS WHICH CAN4OT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OP THE PI.SMG. 2. REQUIREMENT' T' APPLIES TO ALL GE ILINt..S EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV DENOTES ADVANCED PRAMS, GEILIN S . 5. REQUIREMENT APPLICABLE ONLY TO SINSLE RAFTER OR JOIST VAULTED GEILINSS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVER. OF R -I0, OR ON THE INTERIOR TO THE SAME LEVEL AS HALLS ABOVE SRAM. EXTERIOR INSULATION L.ATION INISrTALL.E:D ON DELOWI MADE WALLS SHALL ISE A MATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.2 OF THE YM.S.E.G. 5. FLOORS OVER GRAIN. SPACES OR EXPOSED TO ANEIE3IT AIR CONDITIONS. 6. IRECRJI*ED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR IT'S INTENDED, AND INSTALLED ACCORDING 6 TO THE MAN1JFAG11JRER''5 SPECIFICATIONS. SEE SECTION 602.4 OF THE YMS•EG. 1. NOT LJ' D IN CLIMATE ZONE I. 5. NOT USED IN CLIMATE ZONE I. DOORS, INCLUDING ALL FIRE DOORS, SHALL ME ASSIGNED DEFAULT U-FACTORS PROM TABLE IO-6G OP THE WM6.E.G. 10. WHERE A MAXIMUM *DAZING NREA IS LISTED, THE TOTAL diLAZW46 AREA (COMBINED VERTICAL PLl ) AS A PERCENT OF SRO* GON DM NOME FLOOR AREA SHALL SE UM T1MN4 OR MAL TO THAT VALUE. OVERHEAD OLAZINS WMTH UJ- PAGTOR OP U•0.40 OR LESS IS NOT INCLUDED IN •LAZINi AREA LIMITATIONS. II. OVERHEAD *LAMS SHW.L HAVE U- PAGTOIRS DETERMINED IN ACCORDANCE NTH N FRIG 100 OR AS SPECIFIED IN SECTION 1102.13 OP THE WrIE.C. 12. LOS AND SOLID TIMER POLLS WMTH A N'INN4*l AVERAIIE THNCIGNESO OP S.S" ArR! EXEMPT FROM '1'111S INSULATION REGUIRINENT. DOORS, WINDOWS AHD SKYLIf4TS sersesa. DOORS TO The EXTERIOR SHALL HAVE A MAXIMA T•I/2' ST P TO A M INYM M Si' D!� LAIOINi. ALL •LAZINS SHALL MEET TIC RESUI ReTS OF THE PLUG. uatai 6•1 I ESO NOTED 0114E RPYSE. ALL SKYLIGHTS AMP SK"I'WALLS MALL HAVE LAMINATED SLAIN" UNLESS NOTED OTHERWISE. ALL BEDROOM NRIDEN•Y EiRESIS YINOOW_ SHALL HAVE A MINIMUM M NET CLEAR OPENING G OP P.1 SGMJARE P!'DT. MINIMUM NET CLEAR OPEN ABLE WIDTH OP 20' Ate A MINIMJ1 NET CLEAR OPEI41Ni HEIGHT OP 24 ", MAXIMUM PINIONED SIL L. HEIGHT OP 44" A FLOOR. ALL FACTORY QUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OP O.L'S GPM PER LINEAL FOOT OP OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM I 255.15. SITE BUILT AND MILLWORK SHOP WILT WOODEN SASH ARE EXEMPT PROM INFILTRATION CRITERIA ABOVE, BUT SHALL BE MADE NIATIER- STRIPPED, CAULKED AND RE MADE TIGHTLY PITTING. ELIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OP 0.9 GPM PER SSUARE FOOT OP DOOR AREA. SEE PLANS POR, I. MAXIMA 6LAZINS AREA 2. 6LAZINS MEAN UPAC VIII R AND MODEL NJMeERS. 5. WEIGHTED UA CALCULATIONS FOR SUBSTANDARD GLAZIN$r. SAPETY OLAZIN1d LOCATIONS PER UNIFORM R IL.DINHS CODE. I. INSRCSS NV EORES6 DOORS. 2. SLIDING GLASS DOORS AND MINIMS INNS GLASS 000140. 5. 'J' H DYER AND BATHTUB ENCLOSURES. 4. SLrAZIN16 WITH THE EXPOSED EDGE WITHIN A 24" RADIUS ARC OF EITHER vornGAL ESE OF A DOOR IN THE GLC1LD POSITION AND THE BOTTOM EDSE IS LESS THAN 60" ABOVE THE WALKING SLJRFAGE. 5. 6LAZIN6 GREATER THAN SQUARE PEET THAT IS LESS THAN 18" ABOVE FINISHED FLOOR. 6. SLAZINO IN ALL. GUARD RAILS. SCREENS NEED NOT BE: PROVIDED AT SKYLIGHTS WIEN FULLY TEMPERED GLASS IS USED AS 91t46LE GLAZING OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWINS CONDMONS ME MET. I. THE 6LAZIN O ARE DOES NOT EXCEED 16 S AJUVRE POET. 2. THE HIGHEST POINT OP GLASS IS NOT MORE THAN 12'-O" ABOVE ANY MALKIN'S SUIRFACE OR ACCESSIBLE AREA 9. THE NOMINAL THiICKNISS OF EACH PANE DOES NOT EXCEED 9 9/16 ". MECHANICAL SOUP FUEL. BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT FIRE"L.AGE'6 AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WYTH THE PROVISIONS OF THE UNIFORM BUILDING COPE AND TIE UNIFORM MECHANICAL COPE. HEATIN6 EACH DWELLINS UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OP MAINTAINING A TEMPERATURE OP 10 DISSREES FAHRENHEIT AT A HEI614T OF 5'-0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS Y*N THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE YMS�G. DEFINITION OF BUILDINI6 ENVELOPE EPROM THE WASHINSTON STATE ENERGY CODE: THE ELEMEt4IS OF A BUILDING, PINCH ENCLOSE GON MTIONED SPACES TIIRCU6H $ NGN THERMAL EIERSY MAY BE TRANSFBRED TO OR PROM TIE EXTERIOR EXCEPT AS EXEMPTED BY THE 1 SLG. I. FUEL EL J4INS APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL. OBTAIN AIR PROM OUTDOORS, MEETING THE PROVISIONS OP THE UNIFORRM MECHANICAL CLOVE. 2. P'LJEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL NET THE PROVISIONS OP THE UNIFORM MECHANICAL CODE. 9. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MET THE PROVISIONS OF THE UN1PORM MECHANICAL CODE. Ada. WARM AIR FURNACES SHALL BE LISTS AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE UNIFORM MECHANICAL CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL OE SO LISTED AND INSTALLED PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESI6ED TO BE USED AS A BIEDRA20M, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE 1 1TH ACCESS ONLY SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRIC HEATIN & PURNACES PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTAU ED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN IT WIDER THAN THE FURNACE OR A CLEARANCE OF 9" ALONG THE SIDES, BACK AND TOP ACGORDIN 6 TO THE UNIFORM MECHANICAL CODE. LIQUEFIED HIED PETROLEUM 6A5 BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES► MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED NINE FOR REMOVAL OF UNBURNED 6A5 PER THE UNIFORM MECHANICAL. CODE. HEATING AND GOOL_IN6r APPLIANCES LOCATED IN A 6ARASE AND WHICH 6ENERATE A SLOW, SPARK OR FLAME CAPABLE OF IGNITING PLAMMAIELE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST lb" ABOVE THE FLOOR SURFACE- rime DAMPERS TEED NOT se INSTALLED IN AIR DUCTS PASSINGS THROUGH THE WALL., FLOOR OR CEILINS SEPARATING A RESIDENCE (GROUP B, DIVISION 5 OCCUPANCY) PROM A 6ARASE (GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE 66ARAbE ARE CONSTRUCTED OP STEEL. HAVING A THICKNESS NOT LESS THAN 0.01E1" (I`IO. 26 6AL.VANIZE D SHEET 6NJSE) AND HAVE NO OPENIINbS INTO THE 6ARA6E PER THE UNIFORM BUILDING CODE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAM SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. r'EVER►Y APPLIANCE DE SIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM GONPLYINS WITH THE UNIFORM MECHANICAL CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OT TYPE BW 6AS VENT SHALL Be INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQIJIIREMENTS OF THE UNIFORM MECHANICAL CODE. A TYPE B OR 511 OAS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL CODE. A TYPE L VENTINS SYSTEM SHALL. TERMINATE NOT LESS THAN 2-0" ABOVE THE HIGHEST POINT WE'RE THE VENT PASSES 'THROUGH THE ROOF OF THE BUJILDIN 6 NV AT LEAST 2'-O" Niemen THAN ANY PORTION OF THE BUILDING, WITHIN IO'-O" OP THE VENT PER THE UNIFORM . MECHANICAL CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL. BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO GOM OUJSTIOLE3 PER TIC UM'Ir omm MEiCHANGAL GOLF. BEATIMICalaftfiejl ALL MATINS EQUIPMENT SHALL MEET THE REQUIREMENTS OP THE M01 NATIONAL APPLIANCE DOW CONSERVATION RVATION AGT 04 EGA I AND RE SO LABELED. EGUIPMINT SHALL ALSO COMPLY 11Th SECTION 1411 OP THE RAMC. HVAG EQUIPMENT FOR LOFMRISE RESIDCICTIAtL SHALL SE SIZED NO OREN= THAN 190* OP DE816N LOAD 0 SenS sa , Jr•i irf7/10 voli #:1011.11 00 1 0t 100.16. ise SEPARATE PERMIT REQUIRED FOR: rir MECHANICAL 1 ELECTRICAL. JLUMBING r El GAS PIPING CITY OF TUKWILA BUILDING DIVISION /PRGIPIGATIONS FROM THE 2000 V4ASHINiTON STATE VENTILATION AND INDOOR AIR SU CITY WOE FOR THE INTERMITTENTLY OPERATED INTIMATED PORCED AIR VENTILATION SYSTEM. I. SOURCE SPECIFIC VENTILATION ROZOIREMENTS. A. EXHAUST PAN RESUIROMIINTIIN I. BATHROOMS, S, LAUNDRIES MO POMP! ROOM • !O GPM • O.30' 2. KITCHENS • 100 CrPM • O.Sr KO. MANSE HOODS NO DOWN DRAFT RANGES MAY BE RATED AT 100 GPM • 0.10' VW. MNJ WHIN USED FOR MAW FAN B. MOUSY MGT 1. IS INIKLATEp TO 11.4 (MIN.) IN UNCONDITIONED SPACES. 2. OE !EJIPPE,D YMTH A BACK DRAM DAME". S. TER4NATC OUTSIDE The UUJILDIN6. 4. COMPLY PITH TAKE 94 ON THIS SHEET. 2. OUTDOOR AIR SHALL BE SUPPLIED TO ALL H ASITABL•E ROOMS THROUGH TIE FORGED AIR SYSTEM L INO THE POLLOYSN5 METHOD. S. FRESH AIR I14.ET DUCT SHALL COMPLY 11TH THE POLLOMSNi: A. BE SIZED NS TO TABLE ON TFNS SHEET. B. BE DUCTED PROM TIE EXTERIOR AND CONNECTED To THE RETURN MR OMAN WITHIN FOUR PEET LJPSTIREAN4 OP THE FURNACE MOVER C. BE INSULATED TO R-4 MN) KM LOCATED WITHIN HEATED SPA1C.Eb. D. RE PROTECTED FROM THE ENTRY OP INSECTS, LEAVES AND One* POIREWIN MATERIAL. E NOT RECEIVE AIR PROM THE POLLOYINS AREA s 1. WITHIN TEN PEET OP AN APPLIANCE VENT OUTLET, UNLESS TIE VENT OUTLET IS 'THREE FEET AABOVE THE FRESH AIR INLET. 2. IP9134E IT WILL PICK UP OBJECTIONABLE ODORS, PLUMES OR FLAMMABLE VAPORS. 9. A HAZARDCUS OR UNSANITARY ITARY LOCAATION. 4. A ROOM OR SPACE HAVING FUEL. MOWN* APPLIANCES ?Tate SIN. 5. CLOSER THAN TEN PEET PROM A VENT OP5NINS OP A PLDBIN6 DRAINAGE SYSTEM, UNLESS 'me VENT OPONINs IS AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. 6. ATTICS, GRAYS. SPACES OR GAIRAMS. 4. THE INLET DUCT SHMALL. BE EQUIPPED WITH ONE OP THE FOLLOYINS . A. A MOTORIZE') DAM'S:" CONNECTED TO THE AUTOMATIC CONTROL T1ME11, OR B. A FIXED DAN•'ER INSTALLED AND SET TO MET MEASURED FLOW RATES AS SPECIFIED IN TACKLE 5-2 ON THIS STET, OR C. AN AUTOMATIC FLOW REGULATING DEVICE WITH FIELD MEASURED MINIMUM NATIVE PRESSURE OF ONO" WATER d.ALJOE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONECTED TO THE RETURN AIR PLENUM. 5. THE VENTILATION SYSTEM SHALL BE CONTROLLED BY A 24 -HOUR CLOCK TIMER INSTALLJZD IN A READILY AGGL'JSIBLE LOCATION. THE TIMER SHALL. BE CAPABLE OF CONTINUOUS OPERATION AND HAVE AN AUTOMATIC MV MANJAL CONTROL AT THE TIME OF THE PINK. INSPECTION THE TINTER SHALL DE SET TO OPERATE THE WHOLE HOUSE SYSTEM FOR A MINIMUM OP EI6HT HOLES A DAY. A LABEL. SHALL BE MIMED TO THE CONTROL THAT READS "MOLE HOUSE VENTILATION (SEE OPERA►TINO INSTRUCTIONS)". NOTE, KWIC, COUNTY REGOMIMlNDS THE INSTALLATION OP A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN PITH A MINIM SONE RATINS OP IS AND SIZED AGGORDINS TO TA e e 5-2 ON THIS SHEET' AND G0NEiGTED TO THE AUTOMATIC CONTROL TIMER. THIS SILL PAGILITATE FRESH AIR DI„ TR SUTION. AN D REDUCE THE POSSIBILITY OF m0STURE LADEN AIR REINS DRIVEN INTO THE BUILDING CAVITIES. INTERIOR DOORS SHOULD BE UNDERCUT ONE HALF INCH (1/2') ABOVE THE FINISHED MOOR,. VENTILATION RATES FOR ALL S JP R O GJPANICIE3 FOUR STORIES AND LE!ks ' MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC I'EI:T PER MINUTE (GPM) FLOOR AREA, FT 2 OR LESS MIN. MAX. 4500 30 15 301 -IOOO 55 65 1001 -1300 60 40 1501 -2000 63 48 2001 -2300 10 105 2501 -9000 15 113 5001-5500 e o 120 5301 -4000 63 126 4001 -5000 q5 149 5001 - • • • !o5 156 6001 -1000 4W 115 1001 -8000 125 188 8001 - 4000 199 209 )9000 9 MIN. MAX. 65 98 10 105 15 115 SO 120 69 126 40 155 45 145 100 150 110 165 120 160 I&2 195 140 210 IMO 225 •..!s c,- FILE COPY I Viand that the Plan Check approvals are plans to errors and omissions and approval plan* c not home the violation f adopted code or ordi nance. Receipt of c � tractors d SPY of liPPrmred plans acknowedged, BY Dais 2'‘ Permit No. f;C 4 MIN. MAX. 80 120 65 126 40 139 95 143 100 130 105 156 110 165 113 115 123 188 195 205 143 155 255 165 248 BEDROOMS s Mitt MAX.. 95 145 100 130 105 156 110 165 115 115 120 160 123 188 150 145 140 210 225 160 240 110 255 180 2"10 6 MIN. MAX. 110 163 115 119 120 180 123 166 190 195 195 209 140 210 TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZINGS 145 218 155 295 163 246 1'13 265 189 2.6 195 299 1 MIN. MAX. 123 1815 190 143 195 205 145 216 150 225 155 235 160 240 110 255 ISO 210 190 285 200 900 210 515 115 218 160 240 115 269 140 285 1205 508 " 220 3901 255 993 9 FOR mesivemes THAT EXCEED 8 ISIEDROOP45, INCREASE THE MINIMUM REQUIREMENT LISTED FOR 8 BEDROOMS BY AN ADDITIONAL Is GPM PER emetchom. THE MAXIMUM GI t4 IS EQUAL TO 13 TIMES TIE MININRA4. FAN TESTED C.FM • Off• W.6. 50 50 90 80 80 80 100 100 129 125 MINIMUM FLEX DIAMETER 4 INCH S INCH 6 INCH 4 INCH 2 S INCH 6 INCH 5 INCH 2 6 INCH 6 INCH 1 INCH MAXIMUM N TH 25' -0" 40 NO LIMIT WA 15'-0" 40 -0" WA 4'3 -0" MINIMUM SMOOTH DIAMETER 4 INCH 5 INCH 6 INCH 4 INCH 5 INCH 6 INCH S INCH 6 INCH 6 INCH 1 INCH MAXIMUM NTH 10'-0 100' NO LIMIT 20 I00' -O• NO LIMIT 50 NO LIMIT NO LIMIT NO LIMIT MAXIMUM ELBOWS; 9 3 5 5 5 5 9 9 19 10' -0" 9 9 NOTE: I. FOR EACH ADDITIONAL ELBOW SUBTRACT 10'-0" FROM LENGTH. 2. FL X DUCTS OP THIS DIANETL'R ARE NOT PERMITTED WYTH FANS OP THIS SIZE. TABLE 5-5 PRESCRIPTIVE INTESRATED FORCED AIR SUPPLY DUCT SIZINI6 MINIMUM SMOOTH DUCT DIAMETER 6 INCH 1 INCH MINIMUM FLEXIBLE DUCT DIAMETER 1 INCH 6 INCH REQUIRED FLOW (GPM) PER TABLE 3-2 50-60 80-123 115-115 1'0240 8 INCH 9 INCH 10 INCH I I INCH MAXIMUM LENSTH 20 Syr' -0• 2O' -0 • 20' -0" 2O MAXIMUM N M5ER OF ELBOWO 2 3 S S 9 NOTE, I. FOR MOTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH. 2. FOR ELBOWS NJMeERIN$ MORE THAN 5 INCREASE DUCT DIAMETER I INCH I. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL 441'0 METAL A4 THE UNIPORM MECHANICAL CODE 2. RECTAMULAR, FLAT, OVAL AND ROUND DUCT JOINTS► NCH ,liEAk• PER THE UNIFORM CODE. 5. INSTALLATION OF DUCTS SHALL COM PLY PITH isHE ' UNIFORM ME414.0441 • 4. DUCT INSULATION BE INSTALLED IN ACCORDANCE W'M'TH THE UNIFORM • ♦. r q • ii ,,j � idr it'„..!..es ''P • 140 210 155 295 • • . :E. • • • • . • r BAK 06/04 LATERAL Sv: MIN. MAX. 140 210 FORTH BY z X03 - r4 , 8 8 143 216 I'.i' 0 225 160 240 165 246 I10 255 115 269 185 216 145 245 205 906 215 525 225 336 UNO CODE. r 9 Z • rLA5MIN6 , T}tIM 4" DIA. PERM. FOUNDATION DRAIN 3" GLR. FRAMING • FOUNDATION Ibd • 4" O.G. (I) *4 BAR CONT. MAX 6" BELOW TOP OF FND, WALL 9" MIN. Ll �� l I II 2 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBPLOOR GLUED I NAILED 2x STUDS PER PLAN NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE A MAX. OF 4" CLEAR SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING BALUSTERS TO CONFORM TO UBG SEC. 1003.3.3 (3) 2X12 STRINGERS FIRE BLOCKING • MID -SPAN NOT TO SCALE 3" GL 4" DIA. PERF. FOUNDATION DRAIN SI' FND. WALL N, 4ILE FLR. JSTS. PER PLAN P.T. SILL PLATE 4 A.B. RRL SHEAR HALL SCHEDULE I p II AND/OR FOUNDATION PLAN � . 11J I. S't FND. WALL GARAGE • llffl • (2) *4 BAR CONTINUOUS _AMINE 4 FOUNDATION DIMENSION 4" GONG. SLAB OVER b MIL. BLACK V.B OVER 4" GRANULAR FILL 2) *4 BAR CONTINUOUS CRICKET 2 X 6 BUILT -UP CURB SKYLIGHT SIZE PER PLAN W/ 4" MIN. CURB FLASHING AS RECOMMENDED BY MANUFACTURER (2 LAYERS LAMINATED GLASS • +12' -O" A.F.F./ 2 LAYERS TEMPERED GLASS • - I2' -0" A.F.F) glerAIN ViA 4" GONG. SLAD - 2X P.T. STUB OUT *4 BAR X 24" • Ib" O.G. _ • (I) *4 BAR CONT. MAX. 6 BELOW TOP OP PND. WAL *4 BAR VERTICAL • lb" O.G. 4 HORIZONTAL • IO" O.G. POST GAP PER PLAN ISOLATED FOOTING PER PLAN 8" FND. WALL frV SLAB WAYNAWM � . SOLID BLOCKING SOLATEP FOOTING P.T. BLOCKING FLR. JSTS. PER PLAN 2X6 P.T. TOP RAIL IX4 P.T. EACH SIDE 2X2 P.T. PICKETS • 5 3 /6 "04. IX4 P.T. EACH SIDE 4X4 P.T. POST 2X4 P.T. SPACED DECKING 2X STUDS PER PLAN BATT INSULATION PER PLAN 6 MIL. P.T. PLAN (2) *4 BAR CONTINUOUS P.T. POST PER PLAN POST BASE PER PLAN NTERIOR STAIR SKYLIGHT • • 4 MIN " MAX 8" RAISED FND. WALL frM/ SLAB % WAWilMilflWSMWSM ' N � j i �� j i j� j i j � SOLID BLOCKINIS CONTINUOUS FOOTING CEILING JOISTS PER PLAN A35F to 24" O.G. (BIRD BLOCKING TO TOP PLATE) (3) ad NAILS • EACH TRUSS IIIMPAIMMUMIN 1 SON OR GREATER OVERHANGS 1.15E SIMPSON H -I SEISMIC TIE • 48" O.G. (TRUSS TO TOP PLATE) 2 X STUDS PER PLAN BATT INSULATION PER PLAN FLAT GEILIN6 d EAVE PLR. JSTS. PER PLAN i '2I«4 BAR coNriwous ROOFING MATERIAL PER -ELEVATION OVER BUILDING PAPER i SHEATHING PER PLAN MT3E 1 4 RAMING. PER PLAN INSULATION BAFFLE TO EXTEND 12" ABOVE INSULATION WITH I I/2" CLEAR AIRSPACE VENTED 2X BLOCKING W/(3) 2" DIA HOLES P TO TOUCH TOP PLATE) � FASCIA BOARD iI `�~•. PER PLAN 5" C C,ONTIN L OUS ME GUTTER FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER SHEATHING PER PLAN 2x STUDS PER PLAN BATT INSUL PER PLAN AT10N (3)Bd NAILS • EACH RAFTER 2 X STUDS PER PLAN 5 PONY V'4ALL I'M! 8 INCH FND WL NAIL SH ATHINId TO HEADER •S• O.G. E.W. HORIZ. SEE PLAN FOR SIZE SIMPSON H -I SEISMIC TIE • 46" O.G. (*AFTER TO TOP PLATE) BATT INSULATION PER PLAN BATT' INSULATION PER PLAN 2x STUDS PER PLAN 10 LATERAL RESTRAINT PANEL 4/.. V • 0 VAULTED CEILING d EAVE fr t:;00•61•It • pf Puy le i� �. Home .��. 2 GAL r ' i M � n jocwIt JUN 0 2 2003 PERMIT DER • �^ J •.•••••. • �. •, 1�c ; : •� fi t ` DA1E: : n � SY: DAZE: == • = ?l AK 06/04/15 . AIERM. BY: • L • ANYi 0 C 1 r Ci REWsD BY, DATE: �r DATE' 4 • 4 e -11' Milvf 114.114 IMMO 1•04,1 PAII. MAR Tt i 1 rIA4N ri . , 71,1 *OOP F .... ZIAPHRA/144 .. . • • 1RCC1P PIRAMINI 9.1E111110 . . • • moo sit.= =imam 00. 13 TIA=KANO. . - • - • ••• •• • I. A * SIM, n1or. mg. MIN • dr ZIPP MOOCH* 10411,70 P4A111:14 Mgt Ube • Ir Op. . • . 011111.11 PV1.1. • MI INI NI NI I MI a b PLAMMO • IP • • • •••••4., Ike • IV 04. • ULNA.' be • de IPPLO. a' ••■••••••=,••••••••■••••• •••••••••••1111 •• • 1.0.1,0•• •••••■••••■ •••■•■•••,... 1 414 rt MeIPAInciAir Inas 34' e MI Roo • •••■••••■•••••••••••• roof framing lan . Scab 1/4 /-0" ROOF FRAMING NOTES: 1 CONTRACTOR SHALL VERIFY ALL NOTES. DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS & HEADERS TO BE 4x10 DFr2 @ 2x4 WALLS & 6x8 DM @ 2x6 WALLS, U.N.O. 3. PROVIDE VENTED BLOCKING OVER SUPPORTS. 4. BEARING WALLS ARE SHADED. 5. ALL TRUSSES: - SHALL CARRY MANUFACTURER'S STAMP - SHALL BE INSTALLED & BRACED TO MANUFACTURER'S SPECIFICATIONS - SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION - SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS 6. SEE SHEET 1 FOR ADDITIONAL NOTES. Ufa LINGTH 4=4 (PALL.GON MatME/ UN. On% wrTH WiLnecs calut46, • Mfa 4 • • int t. 4 11.114 foLdimir. • VENTILATION SCHEDULE SEE 2000 WASHINGTON STATE INDOORAIR OUAUTY COD Symbol MitdaUrer, Mo Number, or E 2 issoc, pa di Wet 4 1 , a. •• • **am • • - • • • .1/: • t • . • -- • roof ventilatiOn laniard Truss/ Scissor Truss Roof FoonintAssendtr "%sated Root Area: '1532 sf " • • - Ventilation Required: 1532 sf. / 300 = . Provide 1/2•Ventilation Eaves, 1/2 aboVe Midpoint/ ir below RidO9 . . 3.5 di if - 24% reduction a ' 735.38 si. Req'd Sirdbrocking Eave Ventilation Req'd Proiide : Ventilation Provided: 735.38 si. / 2 / sl. per if. = 141 N. birdbaddrig. Vallation 370.125 al. Is Grimier than 2.03 el / If. 140.07 If. 370.13 el. 387118 si. Req'd Roof / Ventilation: Upper Ventladon Req'd Provide: Ventilation Provided: 4 al. rods - screen 735.38 al./ 2 / al. of each vent 11 -Ma* Attic Roof Jacks 404.25 al. Is Grader than 10.00 vents 404.25 el. 387.88 s1. Req'd Use : Use : Told Ventilation Provided 11 -7"x7" Attic Roof Jacks 141 IL bIrdbIockInQ. Ventliedon 774.38 al. GREATER THAN: 484.21 M. 370.13 si. 715.3• si. Req'd 'Nutone' OT 130 1.0 Sones 102 drn @ .25 WG. 130 dm .10 WG. OT 90 1.5 Soros 83 dm .25 WO. Use OT 130 (100 dm min.) @ all keetran & whais house fan. *Uas OfT 80 (50 din min.) @ eAl other locators. •AN Fans to Vent to Outside. * Al Other Requirements of 21 WSEC / 2000 VAIO must be met. 80 cfm .10 WG. NIN••••••••••■•••••••■■■•••••••■•■■••••••••••••■• volm••••••■•••■••••• ••••••10•••■ 4. • N.M. .•••• • 4 .41■111.1.1•011101111.•••••••41/... - IMP ( =UPI di st f felisft. folutiiitefr 1A6refions reegirio itifort L.. • • • • • • • • • - unc...latickrk) Ian FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. PROVIDE SOUD BLOCKING OVER SUPPORTS. 3. POSTS TO BE P.T. 4x4 DF12 & P.T. 4x6 DR* 0 BEAM JOINTS, U.N.O. 4. ALL FOOTINGS TO REST ON UNDISTURBED SOIL 5. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 6. SOFFIT, VENT & INSULATE CANTILEVERED AREAS. 7. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-1/2* FROM CORNERS & WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 8. STEP FOUNDATION PER SITE CONDITIONS. S. Z000 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. 10. SEE SHEET 1 FOR ADDITIONAL NOTES. FOUNDATION VENTILATION Crawlspace Area Ventilation Required. Use: Vent Area Vents Required Provide : 17 Ventilation Provided 1227 1227 14 se 1177.92 14" x 1249.50 s.f. s.f. 1150 Foundation Vents - 25% reduct.,1/4smeeh a s.i. / Vent Area a Vents, Area a kJ. is Greater than 1177.9 *A Req'd 73.5 Li. 18.03 1249.5 s.i. 11n.9 si. Req'd Use: 17 14° x 7 Foundation Vents ' og # t - * ,C 1- c,‘ •• SI .1 9- ';') mva • • to • FOOTING SCHEDULE 4x4 post on ir x 12'. ' ' "ar4t bd dia. x • 03 bar drift post on 24' dia. x 1 ber drift r thick conc. footing w/ 2- 94 bars if lona, embed ink) footing 4.. bp. r Mick conc. fooling w/ 2- 94 bars • embed into • • • 4 embed ink) •• • 4' each sly each 14 thick conc. • w/ 2-114 bars each way on 3r ats. K 12' e** conc. fooling wf 2- 04 bars each swy #3 bar drift frione, embed W Ni li 4', .•••••••.41114..... • • HOCENID MTV 0, ru JUN 0 2 2003 MOW ca sTati DESIGNED SY: TC4 DRAWN SY: DATE: I q DATE BAK 06/04/g1 LATERAL SY: DATE: ANI O/01/ REVISED SY: DATE: --••••••••■■•••=001.11111000. AREA SUMMARY Fba: Floor: Floor: 0 s.f. 1196 s.f. 115 s.f. as MOO s.i. AI! s.f. (1 IV= MOP SEAM* MAL® • iff till#iyt W • ,; • • • nA1.1'Ifs UST swot witu. rw.nc gm tow *aims 1111) fIM. • IP OL► TO 244 fMLAt OD MIL I IP 04. TO 11111115 2 AONs so f'11L I P 0.6.,TO TA' FLATUS ••••• ••.•rw•w11• ..- - UDP@r floor plan Sc* V4" , t.p- • • K • 4111114111; Rain Josrr hour • 5' Ot. MR Indy IMO COMM ••r oil. • 3 • oriormIrillirwaraarars MIR !LAM lid i •? p.c. uxo. • • •• • M. • 1 TM. a • wh .Xrmr 4-- fogs * s...w.s MIN SHIM • PM MILOS . PAT1w1 • . t illeNt MU. . • shoals mu. 15.04+• .� • coz. • ,I llogr *!_ !"! .m ••• • 214 PPS Looms ▪ 1, CR SOLO WO P14 v =1ss pia P1-4 v s 304 plf v ," 3 P14 'v=51•plf HEAR ALL ' LE (asp 19117 use fables 234 -14, i, 234142) • ..7 I • _1r w•• • n -i (2)5("Ht>io Was) 1404 • I iis 1 EGO ki ill — ."- lair i Ilillh - 4F1111 ; ( i lil – * 1E_ -A clit--11.. ii t F 1111111111217 t 1i■ � i Ci � Grp ■ w.y i r R 14' - 'wy ii skiii ' -ski- . -. ■•.• n••• r -.. .i -'. i 'I.JS 0 III inininaiipliiirE a' WIU IIUUIP j .iii ■ 11-17.14 .4r viola A Illat iP11111111 MINK illiNiffi I J qikiner,ii Rim saw ricit74 1P-1 nein I1AU FL A I 1 94," louliunrumramir mmuncooriinnul dprLIIIIIIIIMEN/1111111.111 in- plywood or 086 equal, w / ed (gut) naps d' o.c. Anchorage: 16 d rails 5' o.c. OR 510" AB 4r o.c. to conc. i/r. plywood or O88 equal, w / id (pun) naps 4' o.c. • led 4" o.c. OR 310" A8 3d' o.c. to cork. 1/2" plywood or .- = T _ sides), w / O.C. _ Anchorage: 316" tr hp screws r o.c. ar 5l3" AS S it o.a to conc. Use min. 3" norne.and studs • sloininp P24 v = 775 plf ' 1/2" plywood or O�iqus142 w 1 bd n r o.c. A' isq mows • o.c. o. or she' An it o.o. to coat. Use min 3/ . 3 non. Sig and studhe . ,�„�,. t . • shear values in this . • N. "-' upon use nae with a rdnim un am* diameter of 0.113'; Into hem-#t pads spuds. 2. Nall spacing* far all paid edges. Block all panel edges` 3. Spacing of nalle along 1r*simLUate framing members is 12" O.C. 4. Sheathing; to be AIWA rated, EXPI/E 2EXT or rust N plywood. s. At double sided sheer walk offset sheathing joint by one bey min. Abo provide 4x blocklrnp bench ell plots, with nib staggered. o.a• Anchorage: 3~ lag at 1?a.c.,or 3/e' AS a 30" o.c. t0 coo nc. Use min room Ms and studs � K load. 1/2" plywood or 088 equal, w / ' (pun r o.c. Anchorage: 3 rx5" lap scr+ews ro.a. ,or sir AB 0 24' o.c. to conc. Use min. 3' noun. sow and studs • .•. 1 CO till RAU • MOGIORa • asnh1 sue.. • • 1 • t• SHIM r •di r•.vw • 4. • "m4 X 1. 1 • . 1: • main floor talan Seals V4" : f••Or' • d bean* & headers to be 6x84 208 walk otherwise* 0 ail M �e to be 4 x12x . S -OA - - walk • provide sold o� ��p or•!� . provide Ilrebbckli�p • . � • window elm srs **dal rough owing 0 • window headers a 6'-8" above rnuki Ila�or w�.o• el mood In coMaat Mt/ come. O bq Ore$Ni s treatied • *Ai !o b.2* VO 110 o una 5• • wood holdbwn S'1 X Cane. * t:1 ul.l.. 144,14Thi ar C o u w Of vAutillkp 4,11.1 o 1 1 ' .21g ems, imocamoi Mid r• • a• OZ. rillt PLAN 1►u r , i. PER ILAN w • z. de.' Mart Ce4,1Efi let• 1 r . • . —. • • • • - •• I - + •••• o JUN 0 2 20 DRAWN CY: DATE: BAK 06/O4/1 LATERAL ear DATE: AP*M 0'1/01/ RETIED SY: DATE: . 11111Y141111111111M411111p111/ 11.11 0i111 gimu1misaimitialasu11 +1roru1ab aim tT { •+ �fJ A:1 1111! ' • ICIER zx�► sr. - 111114 _ 111«dr • • t. • V • ... 1 ;1P..1.111. e• -•• • -«.... y' ....• • ...mow.,. • 0 1. • • . V• •• ... ••• ••-•••• ,•• •••. •• • r smommionormum � R D R N I, p IS06.01111t'li Mir II P maim ..- te a,... • • . r. ..._ r .. .• - ...r�r . • • 4 • l• • ~•'-*14 oi4 ' J.. • M • • • ----- ---- • U W U oC Q • A 2 2003 i DC9 CED BY: TGG H Z Q DATE: I qq DRAIN IV: DATE: BAK 06/O4 /q LATERAL SY: DATE: ANri Oq /OI /'al REIRIED Y V: DA II: • i • • a FOYER 1 2.50 2.50 MILGARD VINYL FIXED 1/2' NR _YES 0.35' 6.25 2.19 MSTR BEDRM 1 , 8.00 4.00 MILGARD VINYL DBL SLDR 5120 1/2- PJR 0.38: 32.00 12.16 MSTR BATH 2 5.00 4.00 MILGARD VINYL FIXED _ 5320 112 AIR I"' 0.35 40.00 , 14.00 MSTR BATH 1 2.00 3.00 MILGARD VINYL CASE. 5520 1/2' MR YES 0.38 6.00 2.16 BEDROOM 2 - 1 3.00 5.00 , MILGARD , VINYL _ CASE. 5520 , 1/2. AIR YES 0.36 15.00 5.40 BEDROOM 2 2 2.00 5.00 MILGARD , VINYL FIXED 5320 , MR YES 0.35 20.00 7.00 BONUS 2 3.25 , 3.50 MILGARD VINYL _ CASE. 5520 AIR YES 0.36 22.75 8.19 BEDROOM 3 1 5.00 , 4.00 , MILGARD VINYL SLDR. 5120 1/2" MR YES 0.38 20.00 7.60 MAIN FLOOR UPPER FLOOR GLAZING SCHEDULE ROOM I • OF I WND.1 WND. I MANUF. I FRAME I WOW. MODEL AIR I GA8ILO-E ILI-V AREA WNDS. W. H. 7YPE TYPE NO. GAP 0) UA 1 FOYER UVING LIVING DINING DINING KITCHEN NOOK NOOK FAMILY FAMILY DEN DEN 1 1 2 1 1 1 1 1 1 1 1.50 2.50 2.50 2.50 2.50 - 4.00 6.00 3.00 5.00 5.00 2.50 2.50 5.00 5.00 5.00 5.00 5.00 3.00, 5.00 5.00, 5.00 5.00 5.00 5.00 MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD MILGARD , _ MILGARD VINYL VINYL VINYL _ VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL _ FIXED , CASE. FIXED CASE. FIXED SLDR. SLDR. FIXED SLDR. FIXED , FIXED CASE. 5320 5520 5320 5520 5320 5120 5120, • 5320 5120 5320 5320 5520 1/2•, 1/2• ,112' ,1/2' 1/2' 1/2' 1/2•, 1/2• 1/2 1/2' 1/2• 1/2. MR AIR MR MR MR MR AIR MR MR MR MR MR YES YES YES YES YES YES YES YES yES YES YES YES _ 0.35 _ 0.36 0.35 0.36 0.35 0.38 0.38 0.35 0.38 0.35, 0.35 0.36 7.50 12.50 25.00 12.50 12.50 12.00 30.00 15.00 25.00 25.00 12.50 12.50 2.63 4.50 8.75 4.50 4.38 4.56 11.40 5.25 9.50 8.75 4.38 4.50 DOORS WITH MORE THAN 50% GLASS AVG. U-VALUE (1) U-VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC TABLE 10-6A, B, C, D OR E GLAZING % = TOTAL 1 HEATED AREA UA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) OE VS • -• • ••••• Plan M2330C3F-0 400.01 2330.00 147.63 400.01 .-.... •■••••.••■••11- • WND. TOTAL: 364.00 DOORS WITH MORE THAN 50% GLASS-TOTAL: AVG. U-VALUE (VERTICAL GLASS): S.F. is S.F. UA A ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X .005882 13.71 MAXIMUM KW OUTPUT THER FUELS: CONDITIONED SQUARE FOOTAGE X 20 = 46600 MAXIMUM BM OUTPUT ••••■••■••••- 20.01 SKYUGIff TOTAL: AVG. UVALUE (OVERHEAD GLASS): 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: 16.00 131.78 1NOOK 11 3.001 6.671 SIMPSON 1 WOOD I DOOR 1 600113/e 1AIR IVES,' 0.361 20.011 7.201 7.20 0.36 SKYLIGHTS AND SKYV/ALLS !STAIRWELL 1 11 4.001 4.00IMILGARD 'VINYL I SKYLIGHT' 78013/4• IMR 1,10 1 0.541 16.001 8.6401 6.64 0.54 UA 400.09 147.631 TOTAL 1 TOTAL 2 17.17% 0.37 U-VALUE 2001 WASHINGTON STATE ENERGY CODE CHECKUST PROPOSED PERCENTAGE GLAZING MAX. VERTICAL U-VALUE ALLOWED PROPOSED VERTICAL U-VALUE MAX OVERHEAD U-VALUE ALLOWED PROPOSED OVERHEAD U-VALUE I. DOOR U-VAUUE ALLOWED PROPOSED DOOR U-VALUE 0.20 0.20 PROPOSED INSULATION CEIUNGS VAULTED CEIUNGS R-38 R-30 CHAPTER 6 PRESCRIPTIVE OPTION NUMBER III MAX. GLAZING PERCENTAGE ALLOWED UNUMITF.D 17.17% ABOVE GRADE WALLS BELOW GRADE WALLS (INTERIOR) FLOORS OVER UNHEATED SPACES SLAB PERIMETER DUCTS IN UNHEATED SPACES R-21 R-21 R-30 R-10 R-8 0.40 0.36 0.58 0.54 ■■••■■•■•••••= ■••••••.••■••■••••• • •• L.-141;1-r I I "4 -.V47. I, 'A ••■••'• ", 1 .Ib1 iii. 111111111111111111111•11411161111111111U.' - MailliLI410111111111111111110V 111111111111111111111111111111111P? 11111111MINIIIIIIIIIP 11111111,1111111511110" 1111111111M11111V 111.111111111 ....•••••••••••••••••• ••••••■•••••••■■■•••••• •.. • • •••••••••••1.011•0•Pr MIR ••••WSWI.41 R••••..•W .0.•••••11MM'a • ■■ .• • • It 4'0 •-• 11 *.g. 49 a wy.1••■■•■•••mew••■•••■•■■•.••■••■•■•••■, 4 .01.101, 0 1...cria i I • • . • l• n'ki • : • • • ,1 0 . • r-41 : •••••••• ••■ .■••••••••• ••116 .1...4•••••••■•......••• • • /L11.1= LV I 0 = 15'07'06" 3 L= 48.82' 03218 N83' 14 59"E I EASEMENT FOR PEDESTRIAN WALKWAY --•J (SEE AFN 20030213002255 FOR ACTUAL LIMITS ON THE WIDTH AND MATERIAL I OF SAID WAUCWAY) CASCADEGLEN A PORTION OF THE SE 1/4 OF THE rr 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON PRELIMINARY PLAT NO. • L99 -0023 L99 -0024 i FINAL PLAT NO. 1.03-008 , EASEMENT I (MODIFIES EAEMENT AFN AFN 20020826001754 15' PUBUC WATERUNE 1 20000731002064) 1 10' SIDEWALK EASEMENT AFN 20020826001754 1-a- WATER EASEMENT (VARIES IN WIDTH FROM 18' -23' I PER AFN 20020924000206) STANDARD CITY OF TUKWILA MONUMENT TO BE SET O FOUND REBAR 6 CAP STAMPED 'ESM 29294' • FOUND REM 6c CLIP STAMPED 'ESM 29294' MAY, 2002, REPLACED WITH 1-1/2' ALUMINUM STAMPED "LS 17669" 6C LS 18082" FOUND MONUMENT AS DESCRIBED SET LEAD 6t TACK STAMPED "LS 17669' (R) RADIAL BEARING EST al ROAD ESTABUSHMENT PER KING COUNTY RESOLUTION NO. 26623 BLA ■ BOUNDARY UNE ADJUSTMENT AFN 20000501900015 • -- 0 ---- EXISTING WOOD FENCE - o- ---- -o OLD CEDAR POST & BARBWIRE FENCE IN STREET ADDRESS INGRESS, EGRESS AND UTILTITY EASEMENT PER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20000731002065. (TRACT N89' 17'37"W 3 220.14' BUILDING -' UNDER CONSTRUCTION N67'30'25"W 24.07' 214.65' 18 N89191 7"W 105.86 0 - • • _.__ • SO. 132ND PLACE N S89•53'40"E REBAR do CAP - FALLS IN J -BOX UD - NOT SET t TRACT " D " 119.04' 1 38.62' , 80.23' U 30'X150' INGRESS, EGRESS AND UTILTIY ESM'T p PER BLA do MODIFIED It + PER AFN 20000731002062 2 r ; :7 (SEE NOTE 5, PG. 4) LINE TABLE LINE LENGTH BEARING L1 27.50 S89'S3'40 " L2 20.89 N71'26'S4 "E L3 20.89 N71'26'S4'E L4 21.40 $89'53'4 ," 1.5 30.27 N00'QG'2Q'E L6 4.23 , �.� • . • L7 24.01 S35'35'091 L8 12.87 A m 7' • . L9 12.89 .�.� L10 12.86 „�,� L11 11.18 11111111M ��• L12 1.05 S14'24'S7"E L13 52.50 N64'33'Q4'W L14 6.68 ' L15 _ 15.36 N25'43'05"W L16 40.68 L17 34.36 ,. L18 5.03 �,.,..,. CURVE TABLE CURVE LENGTH RADIUS DELTA C 1 , 39.29 25.00 90'02'07 C2 67.36 325.00 11'52'33 ", C3 15.00 325.00 2'38'43' C4 , 15.01 325.00 738'44' C5 4 8.45 325.00 1'29'2" C6 39.75 , 110.00 0'42'15' C7 59.59 , 35.00 97'33'08" C8 31.59 52.50 34'28'25', C9 37.34 52.50 , 40' 45'04' 010 65.53 52.50 71'31'07' 011 16.05 52.50 1 T30'44' C 12 , 19.60 52.50 21'23' 17" 013 , 34.92 52.50 _ 311'06 C 14 _ 24.69 160.00 8'50'25" 015 40.11 160.00 14'21'53' CURVE TABLE co. NT CURVE LENGTH RADIUS DELTA C 16 44.13 160.00 ! 15'48'11" , C 17 44.13 160.00 ,15'48' 11' C18 45.15 160.00 ,16'10'0,x' C 19 9.83 160.00 3'31'06" C20 36.73 275.00 7'39'06" C21 52.82 • 275.00 11'00 C22 39.25 25.00 89'57'5,3" C23 38.54 25.00 8S' 19'05' C24 31.60 50.00 34' 12'58' C25 29.16 85.00 , 25'42'12" C26 11.93 w 65.00 10'30'46' C27 22.12 35.00 36' 12'58' C28 52.77 • 200.00 ,15'07'06', C29 56.73 21 5.00 15'07'06' C30 76.03 _ 300.00 14'31'16', C31 21.66 300.00 _04'08'09', SITTS 8i HILL ENGINEERS, INC. CIVIL STRUCTURAL SURVEYING 2901 S. 10th STREET TACOMA WA N409 (253) 474-9149 ••••• - .,..- ........_ ..,. • -r • 1 • 41