Loading...
HomeMy WebLinkAboutPermit D03-080 - GRIFFITH RESIDENCE - ADDITIONGRIFFITH RESIDENCE 12248 43 AV S D03 -080 ..ww:s:�':,+:i. ur.,.�:...iss�::�z?.a�it:.�«.': pia, �. liter••c�c:, +us_..psi::cl..:a, set:;,,. i�a�:;. �. cucs�s:;,:: J, :i�(,L::;.,�'.:�;a�.i�:�c..... Z W U 0' C-1; W =. J H w0 �Q �_ z �. H 0. Z I- uj U� ON �H w UJ 2 F- H � O .. Z w U =, 0 z Parcel No.: 0179000290 Address: 12248 43 AV S TUKW Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Address: , Contractor License No: GRIFFITH RESIDENCE 12248 43 AV S, TUKWILA, WA GRIFFTH, ALFRED & OPAL 12248 43 AV S, TUKWILA, WA 7ENNIFER L. LOZOWSKI 4808 38 AV SW, SEATTLE WA OWNER AFFIDAVIT DESCRIPTION OF WORK: ADDITION TO EXISTING SINGLE FAMILY RESIDENCE CONSISTING OF KITCH, LIVING ROOM, 2 UPSTAIRS BEDROOMS AND 1 BATHROOM. PUBLIC WORKS ACTIVITIES INCLUDE: NEW ASPHALT DRIVEWAY AND STORM DRAINAGE FOR THE NEW ADDITION. Value of Construction: $ $89,443.20 Type of Fire Protection: SMOKE ALARMS Type of Construction: VN Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm N N N N N N N N N N DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut Start Time: Private: N Profit: ?? D03 -080 Permit Number: Issue Date: Permit Expires On: Expiration Date: Size (Inches): 0 End Time: 0 c.y. Fill 0 c.y. End Time: Public: N Non - Profit: ?? D03 -080 07/30/2003 01/26/2004 Phone: Phone: 206 932 -1196 OR 349 -1196 Phone: Fees Collected: $1,528.69 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Printed: 07 -30 -2003 Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N 7, Private: N ** Continued Next Page ** D03 -080 Public: N Printed: 07 -30 -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: , _ - -�i��i ���, _• 611, : 4 ;4 411P1 , , Date: ,3 Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D03 -080 Printed: 07 -30 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 0179000290 Permit Number: D03-080 ,i- w Address: 12248 43 AV S TUKW Status: ISSUED cc 2 Suite No: Applied Date: 03/11/2003 6 D Tenant: GRIFFITH RESIDENCE Issue Date: 07/30/2003 v 0 ND co tu J = F- 1: ** *BUILDING DEPARTMENT CONDITIONS * ** w O 2 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. ga 5 ii. Q co 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be = a inspected by that agency, including all gas piping (296 - 4722). F- w z 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical z g work will be inspected by that agency (206- 835 - 1111). D p 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 0 cn O 1- 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any w • w construction. These documents are to be maintained and available until final inspection approval is granted. F- H LL O 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection iii z purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. v N F H 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear Z identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. doc: Conditions D03 -080 1 44 ZarbrtiCW,tattS64. '‘ Printed: 07 -30 -2003 `tlLti6.• ?k'! } ,. •^ src ;".en:+;aaar,.r City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 20: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 21: 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. 22: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around your work zone.(No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 23: Any material spilled onto any street shall be cleaned up immediately. 24: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 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: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 27: 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. 28: No storm drainage design was provided as part of the application submittal. Ground infiltration systems shall be used whenever soil types and site conditions permit. New filtration systems shall not negatively impact any existing properties in the area. A ground infiltration system design shall be submitted to the City for review and approval by the City Surface Water Engineer prior to construction. ANY STORM DRAINAGE INFILTRATION TRENCHES OR DRY WELLS REQUIRE A MINIMUM 5 -FT SETBECK FROM ANY STRUCTURE AND FROM ANY PROPERTY LINES. 29: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. 30: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 31: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 32: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. doe: Conditions D03 -080 Printed: 07 -30 -2003 Print Name: Signature: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 33: If soil and site conditions permit, surface drainage from the driveway shall be infiltrated back into the ground by means of gravel backfilled pits or trenches. 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. D03 -080 Date: / — Jcr - 03 Printed: 07 -30 -2003 King Co Assessor's Tax No.: 0 1 Site Address: ) 2_7-Li g L13'-' Aue.c . T31-, ,I 0 ,, il,i)4 qs), Suite Number: Tenant Name: A-1 C , r .e el 4 O,j ( I f IA New Tenant: 0 . . . . Yes ..No Property Owners Name: A I c y 4- Op 6-c , C,A . \ -- Ar■ Mailing Address: I .3- )- L I i t3 L i t-- I 4-ye S T o L1 L City Name: Mailing Address: 4 ciCi S 3 A-v-e s ck..) E-Mail Address: s y24 , \ \ - L-r, C -1" (.9 - C rin Mailing Address: Company Name: Contact Person: E-Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** • Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** ARCHITECT:OERECORD.,..,Alt plans must be wet stamped by Architect of Record Company Name: Mailing Address: POL uk) A ' 5 '1 City State Zip Contact Person: Day Telephone6 5_2_3 E-Mail Address: Fax Number: NGINEER OF RECORD = All plans must be we stamped by Eniineer of Record Company Name: Mailing Address: kapplicationskpennit application (1.2003) 1/2003 6 IA Lovx 6 Page I CA' Building Permit No £03 o8C Mechanical Permit No. . F'ublic.V_VOikssPerinit NO.' 00 . . (Foi bifiee tisOyitzlY) e City City Day Telephone: Fax Number: W A- State State Day Telephone:(2-0e, ) (A.) City State Fax Number: Floor: e ifl - 4g Zip -/ ot, 31-q (Ai A q Slate Zip Day Telephone0 5 3) 53V 1 1 Contact Person: . 3" - boniv E-Mail Address: Fax Number: C;5" 3) 15 Li 0 Zip Zip Valuation of Project (contractor's bid price): $ LI 0 1 00 D Existing Building Valuation: $ 1 a 00 0 Scope of Work (please provide detailed information): a a ) (L Zilk r ' cz cif --V A) ( ! v 061 i V / i y l5 d- /Y� � ( ' 0 M Will there be new rack storage? ❑...Yes Number of Parking Stalls Provided: Standard: iapplications■perntit application (1.2003) 112003 o If "yes ", see Handout No. Page 2 for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: Handicap: Will there be a change in use? ❑...Yes .. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm `,.None ❑.. Other (specify) ,5rn.) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: lithe utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water 0.. City of Tukwila Water District 0.. Water District #125 0... Highline Water District [...City of Renton Water District Sewer 0 .. City of Tukwila Sewer District [] .. Val Vue Sewer District ❑...City of Renton Sewer District [...City of Seattle Sewer District 0 .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC l' Floor 5," t. l'i g Li 2t Floor i I `.� d 3 Floor Floors : . thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport a q L Detached Carport Covered Deck Uncovered Deck Valuation of Project (contractor's bid price): $ LI 0 1 00 D Existing Building Valuation: $ 1 a 00 0 Scope of Work (please provide detailed information): a a ) (L Zilk r ' cz cif --V A) ( ! v 061 i V / i y l5 d- /Y� � ( ' 0 M Will there be new rack storage? ❑...Yes Number of Parking Stalls Provided: Standard: iapplications■perntit application (1.2003) 112003 o If "yes ", see Handout No. Page 2 for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: Handicap: Will there be a change in use? ❑...Yes .. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm `,.None ❑.. Other (specify) ,5rn.) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: lithe utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water 0.. City of Tukwila Water District 0.. Water District #125 0... Highline Water District [...City of Renton Water District Sewer 0 .. City of Tukwila Sewer District [] .. Val Vue Sewer District ❑...City of Renton Sewer District [...City of Seattle Sewer District 0 .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) Scope of Work (please provide detailed information): Street Use: 0 .. Street Use Land Altering and /or Hauling: "Pt.. Land Altering: ❑...Cut Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: .applications\permit application (I -2003) 1/2003 Call before you Dig: 1- 800 - 424 -5555 Please refer. to Public Works Bulletin #1 for fees and estimate sheet. Storm Drainage: 0.. Storm Drainage ❑...Flood Control Zone Monthly Service Billing to: A [ s- c e ❑... Channelization /Striping Water ... Sewer ... [] 0... Curb cut/Access /Sidewalk cubic yards }...Fill �� cubic r ards ❑ .. Hauling Sewer Information: City of Tukwila Sewer District 0 .. Val Vue Sewer District 0... City of Renton Sewer District ❑ .. City of Seattle Sewer District ❑ .. Sanitary Side Sewer ❑ .. Sewer Main Extension ❑ .. Private ❑ .. Public Water Information: t City of Tukwila Water District ❑ .. Water District #!25 ❑... Hlghline Water District ❑...City of Renton Water District ] .. Water Main Extension ❑ .. Private 0 ...Public ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct 0... Water Only 0 .. Water Meter Permanent #: Size(s): 0 .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons 0.. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation 0 ., Miscellaneous: C r-C( Ave y Telephone:61076,) -00 a. a cg Lt{22 i "P- !TSB S r l,) Wit/ l Y/` `A)A ! U 1 Ci y State Zip Page 3 Sewage Treatment Fire Line .... [] Day Telephone: City State Zip V.3 Unit Type: Qty Unit Type: Qty . Unit Type. Qty Boiler /Compressor: Qty Furnace <100K BTU • ! Air Handling U1 t >= 10,000 CF■ Other Mecham al Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator ' ooler 3 -15 HP /500,000 BTU Floor Furnace Ventilati• Fan 15 -30 HP /1,000,000 BTU Suspendcd/Wall/Floor Mounted Heater Ventil. on System 30 -50 HP /1,750,000 BTU Appliance Vent H. .d 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System cinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator— Comm /Ind , s' , MECHANICAL CONTRACTOR INFORMATION Com an Name: � pan Mailing Address: I Date Application Accepted: lapplicationslpermit application (1.2007) U2003 1'-C t- rn ` Contact Person: E -Mail Address: Contractor Registration Number: * *An original or notarized copy of current Washt • ton State Contractor License must be pr ented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): UU4, W4 Use: Residential: New .... J Replacement .... Commercial: New .... 0 Replacement .... Fuel Type: Electric [] Gas Othe Indicate type of mechanical work being installed and e quantity below: :PERMIT: APPLICATION.. NOTE Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 AUTHORI ED A ENT: Signature: 1 mot, Date: 3/i/ 1 1 3 Print Name: /4 ' \ 1 ) �i • / o - Ll Day Telephone(0b) „ 62d1 — (1!O 15 Mailing Address: ),1? 1,1 / ,-� C tJ K-W 1 C� WA- 9 7 3 City State Zip Date Application Expires: Page 4 City State Zip Day Telephone: Fax Number: Expiration Dat -. 1,,Jh Staff Initials: Z Z 0 0 to 0 N W W1 N Li— W =J LL. < to I W Z F I-- 0 Z F— W UCt O — O I- W W H � t 11 = 0 l Z Payee: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT { 1 Z w re Permit Number: D03-080 _i v Status: APPROVED o o Applied Date: 03/11/2003 c w Issue Date: H w Receipt No.: R03 -00927 Payment Amount: 928.25 g 5 co D Initials: SKS Payment Date: 07/30/2003 10:47 AM = w User ID: 1165 Balance: F- s $0.00 z i~ I— O z I-- w n o U O - O F- LU W — O "; Z 1- 0- O 1- Parcel No.: 0179000290 Address: 12248 43 AV S TUKW Suite No: Applicant: GRIFFITH RESIDENCE ALFRED GRIFFITY TRANSACTION LIST: Type Method Description Amount Payment Check 5068 928.25 RD Pmts Re -Dist .00 ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/345.830 000/386.904 923.75 - 600.44 600.44 4.50 Total: 928.25 ;; 07/30 '")716 TIOWL 920,25 Printed: 07 -30 -2003 Z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0179000290 12248 43 AV S TUKW GRIFFITH RESIDENCE R03 -00304 SKS 1165 Payee: JENNIFER L. LOZOWSKI TRANSACTION LIST: Type Method Description Payment Check 1988 PLAN CHECK - NONRES RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Amount 600.44 Current Pmts 600.44 Total: 600.44 TY17, 1'16 i f I: D03 -080 PENDING 03/11/2003 Payment Amount: 600.44 Payment Date: 03/12/2003 02:11 PM Balance: $928.25 Printed: 03 -12 -2003 Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT i f- Ifew Parcel No.: 0179000290 Permit Number: PW03 -031 JU Address: 12248 43 AV S TUKW Status: PENDING U o Suite No: Applied Date: 03/11/2003 U) w . Applicant: GRIFFITH RESIDENCE Issue Date: H N u. u1 0 2 Receipt No.: R03 -00305 Payment Amount: 250.00 g Q co p ' Initials: SKS Payment Date: 03/12/2003 02:12 PM = W User ID: 1165 Balance: $0.00 f' _ ZE- l— 0 Z 1— 111 uj U 0— CI— W — Type Method Description Amount H U - Payment Check 1988 250.00 Z Ili U r O H JENNIFER LOZOWSKI PW BASE APPLICATION FEE Account Code Current Pmts 000/322.100 250.00 Total: 250.00 Do3 - -C) O Printed: 03 -12 -2003 �iJ.v�t. ;:1�v.�• ' 1 tif:.'; 3. ri:: is�: it: irs;. lW.a;a'.i�:.+�..�+:,w..�'...u• . r; avr«; wiv3r:+:: �.:: io+h!: ul�.. .ry.7.� +.d:irsi'E:.ti.'rt.: .. Project: e .-, .0 r . r i-k` Type of Inspection: 1 kr r.,' Address: Da 1- 4 ,, Date Called: Special Instructions: Date Wanted: 3- 11-0c 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 98188 (206)431 -3670 K Approved per applicable codes. Corrections required prior to approval. COMMENTS: ���PVv1nt-- CO)w\n \ e. CD\L_ -3) 7v r,r,, I inspector. r ( ^ i Date: 2- 11-og $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: ■ �' Type of Inspection: 4 t 11 rr �Kcso\r ire).., Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. Inspector: ( INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6ao (206)431 -3670 COMMENTS: C QCO(> Com Approved per applicable codes. Corrections required prior to approval. Date: Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 1 . ) 1 O 1 1 i 0 . 4 - 1 ( 0 - 0'i 7 I� I ( 1 '\G5 V"Clt I'P(� . pe \\J --( Ui‘p1:t.1 yW11 - i — ( f Date Called: i.) AAA smotiv rI44 c1ce 1 tihol 410nr I-evc.l Date Wanted: .3.) C.e r \ � ,y a.y,SJCA CA c4 P ioyovo i i Requester: 1 74 Phone No: / � �/ �, ��r� �Q - C, t (� l / s Prpjeect: 44 Type of Inspecti n ; t fai Address; S. Date Called: 5 Special I n s t r t a c t i o n s : (�i�c LOS t C 41442 w acIri. o14 �Q(IS 7 . AAA --.p a,. . 7 , S /4-0- I Wait 11—;.:{,e • Date Wanted: ;m„ Requester: 1 74 Phone No: / � �/ �, ��r� �Q - C, t (� l / s 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. • g-Corrections required prior to approval. Inspector: Date: 3-9 os El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 7 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: r r ` Vrt-t- k i , tln 145S Type of Inspection: 1V\ er tOr (A)C1 I I 6c)r( Address: 1 3-2 ) '• '13 41) S Date Called: Special Instructions: Date Wanted: a.m. 3—q -0S p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PER • •, 1 * (206)431 -3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: C o fre el -e Inspectors 1 Date: - - Q,S El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must he paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: Project: P t i Type o Inspection: �11 �t ly\suVA4'ICn Date Called: I Address:: L�3 0 h A Special Instructions: Date Wanted: q_ a.m. P.m. Requester: Phone No: r at INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. corrections required prior to approval. COMMENTS: /� i r y-t-14G L 1-3g I h S �� 4 Cv A l -4 ll lrC4*I.A r s-6".%PP\ "f4 *o r 1C rrc -0. c.s I Inspector5 Date: 3 -. cf_OS El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: 5S - �'•Y�'r'sXi�N.��� Project: (c' s r t ri 1 to✓'ti4- , 1� es Type of Ins tion: f � CaQV 4UIc4i-i Address: 12-2 p-I g LA A iii - Date Called: Special Instructions: Date Wanted: 3— n `OS `-� a.m. p.m. Requester: Phone No: 2.0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 3- o o (206)431 -3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector \ A t Date: a_ n_ 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: �5 Project: r, c j � Type of Inspection: Address: G AV Date Called: Special Instructions: Date Wanted: 3 - 9-05 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 98188 03- OBo PE • v (216)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector (LQ AZ Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z � et W 6 00 • ° N W ul N u. W O u. ( I— W Z � W U � O N O I— W W I 0 t .. Z = Z COMMENTS: N/A -1 ,r \L ,r ' - ir 1 11 ‘ t kr.s e tcv■ lc5 CO 0-P✓-'G ' ( /V c r 0 \ guns suck ?Pc4 ( CAL, YV\'P C..kC1 \ C rn t +Ili v•rl 'e 4-t . 1 Special Instructions: Date Wanted: a.m. p.m. Requester: Project: nr\ 4 ■-\ ‘0S Type of inspection: t )c Urv�� -1 ,r \L ,r ' - ir Address: i ) ) 4 - 5 4, s Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: IS INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 1)n-- o80 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector:` ' 9 ( 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: xli rEi:i.'N N.tLE�a1 i ^.�rt;;;�t: COMMENTS: le5• Type of 5 F C , i , \._ )-13 )41) Date Called: Special Instructions: l Y\ \S • 1v SO4 1S re-web/44 tM P∎r -L-Pr ‘ soC.L O 1vnc,..ACek tOy∎. MycLaWICud l - e 4-c., r Project te r, ‘� le5• Type of 5 F C Address: \ )--1 Sc )-13 )41) Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. tj03`DEU (206)431 -3670 Corrections required prior to approval. Inspector( Date: n _ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr• edt: r Typ- of Inspect' •r/" e ' Ad • ress. • ... gal Jai 4 Date Called: - • d I ,r"- Sp-cial Instr ctions: cw ,,,_ of , os Date Wanted: /'a.m. R / p.m. Requester: n 'hone o) ( CY 1 OO/5 /4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PER O 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206$3.1 -3 Approved per applicable codes. 0 Corrections required prior to approval. Date /I_ 7 El $47.00 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: /� c Type of Inspection: Address: 2-2 -�L/ ��� Bate Called: Special Instructions: t o Wanted: 7 / ---/.--o m. Requester: Phone 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. Corrections required prior to approval. COMMENTS: eAcl-cirk , Inspector: (1/1 "fy 7v Dater Ei $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee mud be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: , 1 611-r.fi+h Res. Type of Inspection: in-krior wallboard Atestrirj Address: 4.3*) Ave S Date Called: Special Instructions: --- Date Wanted: 7• p.m. Requester: Requester: /U-ere d &vigil-A Phone No: 66 q ..... 0015 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Vk pproved per applicable codes. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D03-030 (206)431-3670 Corrections required prior to approval. COMMENTS: > US ( }1.44A 37 6 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: Project Y 1t j � I - cf i -1h 1�Pc, Type of Inspection: 1 l. , .Ltr\ 4‘)'ct41 Ma — Address: Date Called: Special Instructions: Date Wanted: d"'I • a.m. p.m. Requester: Phone No: 13 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 boa- 08.0 PERM (206 431 -3670 Approved per applicable codes. 0Corrections required prior to approval. COMMENTS: Inspector Date: to CY'L-1 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspecron: Addre s: I.) env- v et-Vivpts co knrLek VP c, < IYVP c Le c ink. T —i tr. cf lieL I , trio ( L.) V\ r -Orme \ r• C ( CA LA) \ . c t o4re) rv/. \it° vi4 ( q LI ■ 41 Requester: A- ' Phone No: at)(0-60/1,-00/5 0 k_ A-0 Ay- wc, ( \ \-0 ss , ---\.1,42 "--....-, IP i".." C At; 4 A )61 tS. \ 11 1:,'Foject:_ .. r-- /1,..f.,61, mci., -- 1 ( (1 Type of Inspecron: Addre s: Date Called: Special Instructions: Date Wante • ,-2(1? q 0-4 itrge P.m. Requester: A- ' Phone No: at)(0-60/1,-00/5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Li Approved per applicable codes. INSPECTION RECORD Retain a copy with permit )431-3670 n Corrections required prior to approval. Inspector: JI 1)L 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: : , Project: (('- 0 O � r 1 - `.\ f. S Type of Ins p ectior 01012_1 r,l7 Address: Lt- W- � � � Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 11 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No.: INSPECTION RECORD Retain a copy with permit Date: PER (206)431 -3670 .Approved per applicable codes. Corrections required prior to approval. COMMENTS: CrJY Via( y c o try. r ,1-TT 4P $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspectors Date: t ,,,,1n obi COMMENTS: i I ) .PC. w i cr.,1 Q pova t �r'pr I A tr s U ct s a *- S s� f-e-e i� 2. r� lAAA � 1 h( ow S 't-0 ` i 'e WCt \ 4 40C 'to 4- kr v 3.) rova ct•c T31 6,.,, -1 -evs civ i c4 ' l ova ny p.m. r (.i S \I s4 :) .Yl, Ire WOCk S1c i r i AJ . L,L)nq 1 k i DY- 40 Iy\s()1.t4,-( Pro ^ t / i ' ' –fl Type of Inspec i N/1 ! ` Address: P a ` R 3,4'1)r Date Called: L/ic ` Special Instructions: C-e a it., te(p9 Date Wanted: L P (9/0(1 ny p.m. Requester: Tf a Phone No: ,, / ,, oL€ -1(_, -- P -1 7/.o 10 Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: N)3 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Inspector: -3 t _ Date: 6 , E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: - . �� S Type of Inspection y, r 4 -I n 1 • nc-1 ' ) 0 S461 r Ii) kr OW Special Instructions: Date Wanted: .S + hG� 1 � r1 vii 1 � ■ 1_i 1 � ■ lv1 try" S 0, �r�c°' (( 1 � (` ao l te\c h�PS 1.1 + !! - )-1 1 t,c{ir S h +r,h `` f 1 av\ col sr -C'4— n- + c kPa Of-Pt/Nil-1 Project: � i ��+ � � �� S Type of Inspection y, r 4 -I n Address: � � 1� d yy1� � '.J. � Date Called: Special Instructions: Date Wanted: a.m. p.m• Requester: Phone No: 9 INSPECTION NO. CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector.` INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval: Date: (9 L U ri $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: ProjeA c,r I r 1 `'t i _-\-( , \ .P .. 4 .) Type of Inspection: E›<-4 V , of C s�����; r� Address: (^/ i AV _ Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: G Date: V` 1 to h' 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: INSPECTION RECORD Retain a copy with permit IC 3-080 PERMI (206)431 -3670 COMMENTS: ! r '2 ji. ) S SW z w�/ / s /.P u, /6ds 6' 6f-l-/ /� -fin. J .S w 3 um P..a 1 ",.F ,,,Z in-aws 7C c i s . D ate Called. y ., Special Instrruttions: i ) 7 /-- S ? 1 b....5 eP 1-0'0 -1ll04 Requester: { .4 1 -- I -- .-,41 4 ,oS • L)J? /,-,--,. 7- 47, w Phone No: 2 --D to - 7(0 - 7 1 7 / 1 5 k j Cut //s / e�'1ri•,e c ' 60A. .-S ) i'Vl - P n ) i i ' e,i / / f --A../ ./0,g4,17 / AY ;L4P 1 0 Pr j5ct: �� i * r Type of Inspection:. 4-41- - Pt Address: D ate Called. y ., Special Instrruttions: Date Wanted: MIL, L4 O Requester: { .4 1 -- (--/i/f-6M - - 7 , , Phone No: 2 --D to - 7(0 - 7 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit i)03-UaDt (206)431 -3670 In Corrections required prior to approval. .00 REINSPECTIO FEE REQUIRED: Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. tor: Dat Receipt No.: Date: Pr ject: I / " - " ` 46 ‹ - • Type of Inspection: { '/v(t- (( E er A s i ' , C • Date Date Call ed: 103 R Special structions: ' Wanted: 1 bp? (03 a , Requeste Phone No: 7 0Le (e7 -1t a / 7 INSPECTION RECORD Retain a copy With permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter- Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector -- 0 () `^ 7A1..}fFRR Dc QUO E Corrections required prior to approval. COMMENTS: tt 16Y (x. )cn N VVA ki int e 1.0A; IA Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No:: Date: NAV • Project 7'(/2/ 7// 4//),44r.e6 Type ofInspectio • . Address: 4,32 X? 73 //d3 Date Call d'• o- ..., Special Instructions: • Date Wanted: ., 9 .3 • 11 Requester: , r _,_ g( :7/e/tz /7// Phone No: --,G 767-'74.2e INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 DO 5-0,gb (206)431-3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: 7.00 REINSPECTIOrijFEE REQUIRED. aid at 6300 Southcenter Blvd., Suite 10 ceipt No.: Dat 3 P lor to inspection, fee must be . Call to schedule reinspection. Date: Welt pte-.612-1114\ e of Inspection: ' J i l' , .1i / , , Or Address: 1 ggLig < 8 /0( ilve S ' Date Called: U.g Special Instructions: ,--- Date Wanted: 9/0,3 p.m. Requester: /4../... 1114 6 Azg.tA Phone N: , 00 7g0 INSPECTION NO. . INSPCTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 2 ) 1 70 pproved per applicable codes. Corrections required prior to approval. COMMENTS: 1 174 - e- - C O A) S pa a! \o-e_ s, kc r V Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r eceipt No.: r*" • • ,•••'-, Date: 9 03 Date: PERMIT Project: k...., r• faintti Type of Inspectipn: --( fl, Address' /2_2,4/e - z- Ate. .9.4-r • Date ' e ' Special Instructions: Date Wanted: qi. —.--673 Request r: 111 r)V:(64 /4 Phone No: 74 ' 707' W2...5 INSPECTION NO. ... , .• ,. ,..,, • • . • - . . „ . . , . . . . . INSPECTION. RECORD Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PERM 4 Os 4 : (216)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: 11-.7 Date:q (9'5 s47.o FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • "41■ ' `'M 4444 • A ddress: T pe of Inspection .: �c 143 A-1).S 0 to Called: ' 84�s " 0 3 . S� el Instructions: Date Wanted: l � ' l D � a .m. � - rrt' Requester �^�� Phone No: (� 1 9 . 3 ? } • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Sri' 3i:t etalila!: 9iSY,p'ti�.'i�5?i.:Xh; , #S Approved per applicable codes. Corrections required prior to approval. COMMENTS: .P tr G YQv -pc ; Inspector: Date:_ `U El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P ,, Ty of Inspecti i t (' t x / I (Doi/ Ad F s 14 ,... 3 717071 Date Called: Special Instructions: Date Wanted:s b D3 • • Requester: Pho e-No � z: 00,) 9 / 3 0 9 12( per applicable codes. INSPECTION RECORD Retain a copy with permit DD 3 — b�o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: '""N c‘rpr Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Project: tom} Project: -It,- k if(i"�•1cC'.. Type of Inspection: . r-- t to l' Address: /9d-y8' '(3 4L' S Date Called: ac )0 Special Instructions: Date Wanted: U$ / //o a� Cp_. Requester A --roc 61 .4 1 ilk- Phone No: ( kX 6G 9- -o $5 f 4) . 5b INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. PERMIT NO. Corrections required prior to approval. 5 COMMENTS: / g /os �� r � 3�Wa .Ft.ka Fr i/ txe,t, 3�fS��S� p/lP cdLho, 00A-f'Lf2ee.X Voc -f^ u� Inspector: Date: 147.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: r1 r,� �i 5. (� Type of Inspection: • driveway Date Called: n - z 3 - O �. Address 12 2j 8 13 Ave s Special Instructions: Date Wanted: ��� 0� a.m. p.m. Requester: Steve. & ri C -P +/ l Phone No: 206 818_ 5.12g1 aiks INSPECTION RECORD Retain a copy with permit D03 -080 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 444-QJ ‘ I.0 .w. ot.wiYst r.k. ()K. Inspector: 6 Date: W4 - b $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, ,�/ rlA *74 _ fe �l( e,i( Type of Inspec ion: jJw hnc`1L Address: )?? Y3 ✓ °S Date Called: 1zla /6V Special Instructions: { ��C�- �f l� 4'171 ( Date Wanted: c:1-11'til: Requesters �P /� .C fir'' � ''`ft. / l 1 Tu Phone No: C INSPECTION NO. INSPECTION RECORD Retain a copy with permit '1 e3 - PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 F� eid El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1,44 FlAk490 Ott> A.39 A C jw PAM n.RiliNlMQ . 1431 um. gi f ti a e a mizA l.p Y (`,1 b r2 -e 1 l..- a rho rx\ L Iflow Date: nt i El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: COMMENTS: Type of Inspection: Address: (� t c a 1 U 13 Date Called: 1 m n e-tt4 Y1 4. l t -e-040 tt . it,e1AQ SG \,0 M /li. l''&J- U -1 r • 4n. c{ a.m. AA'� 0 S X4 , 0 1i 4i1 t%) 1 Jrt f 1.4 A eky OLA t,.al--t oteil • Phone No: Project: ,..., / Type of Inspection: Address: (� t c a 1 U 13 Date Called: Special Instructions: . Date Wanted: i�"�2�`��� l a.m. Requester: g' 1 4S Phone No: Approved per applicable codes. DOS -o, 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 El Corrections required prior to approval. Inspector: Date: , � � 'a\ol( El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: . Date: Project: Gri-c-ciih Type of Inspection: C, C AS Address: )zh 43 3 Ave s Date Called: pa.. 6 0 _ Special Instructions: Date Wanted: ' 7 a.m. Requester: A -red Phone No: 661 0015 ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 121 (-/ at-L2-44 ' s( o/ Inspector: Gv Date: /Z /7f l Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: Address: ' l '8 13 .4 11c S f/6 J) Lit . ' ire LA,i ,.:� OA � .. Special Instructions: • Date Wanted: O 9 / DV /0,3 a:m. p.m. 0 it-c` kJ-4 j(4 elf ,.. . . . Protg.St: 9 Type of Inspection: Address: ' l '8 13 .4 11c S Date Called: o g/o / 0 --3 Special Instructions: • Date Wanted: O 9 / DV /0,3 a:m. p.m. Requester: �(" !'t1'oe ( 6r,�T 1 '\, Phone a(oj�io�' 7/ 90 • INSPECTION NO. Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: 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: • • JMb I LOADING(psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL' 10.0 Truss JOBS • f : WEST, Tacoma LOAD CASE(S) Standard -2 -0 -0 4 -5 -3 2 -0 -0 4 -5 -3 Truss Type ATTIC 4 -5 -3 I 7-4-4 4 -5 -3 2 -11 -1 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr Code UBC /ANSI95 LUMBER TOP CHORD 2 X 8 LSL Truss Grade *Except* T12 X 4 HFNo.2,T1 2 X 4 HFNo.2 BOT CHORD 1.5 X 11.88 LSL Truss Grade WEBS 2X4HFStud REACTIONRIb /size) 13= 2337/0.5 -8, J= 2337/0 -5 -8 Max Horz B=- 188(load case 3) 7 11 15 - 0 - 0 2 -11 -1 4 -3 -2 3-4 -10 CSI TC 0.76 BC 0.36 WB 0.76 (Matrix) 22 -7 -12 15 -3 -8 Qty 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Mon Oct 28 10:13:15 2002 Page 1 18.4 -10 22 -7 -12 3-4.10 4 -3 -2 Plate Offsets (X,Y): [B:0 4-0,0 1- 4],[C:0 -5- 0,0-6- 12],[1:0 -5- 0,0.6- 12],[):0 4 -0,0 1- 4],[M:0 -3- 8,0-6. 0),[0:0- 3- 8,0 -6-0) Ply DEFL in (loc) I/defl Vert(LL) -0.51 M-0 >697 Vert(TL) -0.82 M -0 >433 Horz(TL) 0.03 J n/a 1st LC LL Min I /deft = 240 • F,ORCES(1b) - First Load Case Only TOP CHORD A -B =94, B-C= -2911, C -D= -3251, D-E= -1905, E -F =468, F -G =468, G-H= -1905, H -I= -3251, 14=-2911, J -K =94 BOT CHORD B -P =2229, 0 -P =2263, N -0 =2004, M -N =2004, L -M =2263, J- L=2229 WEBS E-Q= -2690, G-Q= -2690, D-O =1883, H -M =1883, C -P= -804, I -L= -804, C -0 =-436, F-Q =180, I -M =-436 RECEIVED CITY OF TUKWILA M AR 1 1 2003 PERMIT CENTER (optional) 25 -6 -13 1 30 -0 -0 2 -11 -1 4 -5 -3 ■ to >ta�� c I 411 6J= P O N Al {, K. F LS 11 fJ = f�f = 145 = 3e0 �1 25 -6 -13 2 -11 -1 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure B ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is L33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) Ceiling dead load (5.0 psf) on member(s). D-E, 0 -1-1, E -Q, G -Q 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. M -0 6) This truss has been designed with ANSI /TPI 1 -1995 criteria. 30-0-0 4 -5 -3 PLATES M1120 Weight: 321 lb 32-0-0 2-0-0 GRIP 185/148 BRACING TOP CHORD Sheathed or 3 -1 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-8 -2 oc bracing: M -0. WEBS 2 Rows at 1/3 pts E-G sbo3-a8• 5,11. . %.4 1 Job Truss Truss Type Qty Ply (68)PAKS DESIGN K210030 c;E01 A • ROOF TRUSS 1 1 . _� (optional) , 1 acoma ,2 -0.0 2.0.0 { 12.6.0 12.6.0 25-0• 12.6-0 a4 = K I •1f � I it � i N ; IN ° . IP am r l itiiimi _ �'� OPT �•O�'� �D•� �•P�•� • ••� �4•P� i OJT �D•P�DD ��D�i �� � Y�D•J� �4DD D•� i �•P� PJJPJOPJ� p� JP�• • •�•� P P� OPT i 040O� Y�4 • �•�DDDY� „ 4 •�• ���������������������������;;5 � e��... *!� 0. , .�.��.�.��Q .v.m. i.5 w.y. NNNNTAN∎444.Ol4444t 44:!444: .Xtm� iVa M•M**X. 0***M$$$$$ W$$00=000 3.1= 4.m n 25 -0-0 25 -0-0 7.1 = LOADING(psf) TCLL 25.0 TCDT. 7.0 BCLL. 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC /ANSI95 CSI TC 0.62 BC 0.40 WB 0.12 (Matrix) DEFL in (loc) I /dell Vert(LL) n/a - n/a Vert(TL) 0.17 S -T >142 Horz(TL) -0.03 U n/a 1st LC LL Min 1 /deft = 240 PLATES M1I20 Weight: 105 lb GRIP 185/148 LUMBER TOP CHORD 2 X 4 1-1F No.2 BOT CHORD 2 X 4 HI' No.2 OTI 2 X 4 1-IF Stud BRACING TOP CHORD Sheathed or 10.0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0 -0 oc bracing. REACTIONglb /size) B= 53/23 -0 -0, X=-27/23-0-0, AC= 356/23 -0 -0, AB=369/23-0-0, AJ= 130/23 -0 -0, AI= 114/23 -0 -0, AH= 111/23 -0-0, AG=112/23-0-0, AF=112/23-0-0, AE= 112/23 -0 -0, AD= 75/23 -0 -0, AA=93/23-0-0, Z=113/23-0-0, Y= 110/23 -0 -0, W= 212/23 -0 -0, V =- 249/23 -0-0, U= 558/23 -0 -0 Max I-Iorz B =- 55(load case 6) Max UpliftB =- 152(load case 8), X=- 27(load case 1), AC=- 40(load case 4), AB=- 46(load case 4), AI=- 29(load case 3), AH=- 10(load case 5), AG=- 15(load case 5), AF=- 13(load case 3), AE=- 14(load case 5), AD=- 16(load case 5), AA=- 12(load case 6), Z=- 14(load case 6), Y=- 15(load case 4), W=- 32(load case 4), V=- 249(load case 1), U=- 79(load case 4) Max Gray B= 216(load case 7), X= 7(load case 4), AC= 356(load case 1), AB= 369(load case 1), AJ =130(load case 1), AI= 114(lo.ad case 1), AH= 111(load case 7), AG= 112(load case 7), AF= 112(load case 1), AE= 113(load case 7), AD= 98(load case 7), AA= 95(load case 8), Z= 113(load case 1), Y= 110(load case 8), W= 212(load case 1), V= 50(load case 4), U =558(load case 1) FORCES(Ib) - First Load Case Only TOP CHORD A -B =39, B -C =730, C -D =719, D-E= 721, E -F =721, F-G =721, G-H =721, H -I =721, I -J =729, J -K =637, K -L =636, L -M =731, M -N =720, N-0=721, O -P =719, P-Q =731, Q -R =673, R -S =754, S-T =39 BOT CI -LORD B- AJ = -671, AI- AJ = -671, AH -Al= -671, AG-AI-1=-671, AF -AG= -671, AE- AF = -671, AD-AE= -671, AC -AD= -671, AB-AC= -671, AA -AB =-671, Z -AA= -671, Y- Z = -671, X- Y = -671, W- X = -671, V- W = -671, U- V = -671, S-U= -671 WEBS J -AC= -333, L -AB= -340, C -AJ= -116, D- A1= -80, E- AH = -86, F- AG = -85, G- AF = -86, H- AE = -85, I- AD = -50, M- AA = -64, N- Z = -87, O- Y = -79, P -W= -122, Q -V =96, R -U= -337 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 (t above ground level, using 5.0 psi top chord dead load and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure B ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" Continued on page 2 Tor ]H = 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Oct 28 11:25:30 2002 Page 1 27 -0-0 2 -0-0 5.14. 1:717 • 1 Z W re J U 00 N O co ILI J = F- N W W 2 Q _. • d 1- W Z 1-O Z 1- • W U � O - C) I- WW F= H IL LU Z U= O ~ Z BMC WEST, Tacoma 4.201 SRI s Nov 16 2000 MiTek industries, Inc. Mon Oct 28 11:25:29 2002 Page 1 -2.0.0 12.6.0 25.0.0 1 27.0.0 I 1-- I 2.0.0 12-6-0 12.6 -0 3./ _ 240 sede• 1 II ■ 1111111 t i M 11 1 11� Id T r 1 •P� •D'1 1 14 �� O� 1 J ��4 �� 1 O14 •1 •• � D • •'4D4� • OD • •D • ••••••� •••DDD'•D4•� •' •'� •O•••4 •D O•• • PO•DJP• •••• • • ' •• •• J' •• ;.. • 111111111111111111•♦ •1••1 •♦ .•• 11111111 •.11.•••1•••••1••i.�••••• •• 1111.1. 11111•• 111 111.•••••1••••• P � .•• ••••••1••••� •• 11.11. 111•••11. 11111.111.11.1•.• �11111•• 1.11.1• ••111 ♦•�•• •1.1•• ••1••• 111� 11. 11••••••1111•••••1.1•••••• •••1••1 .1.11.11• ••1••• .�•�� 1�.�•�1�• 1�1 .•�•�1�1�1�1�1���•�1�.�•�•�•�.� �1�•�•�•��•�1�•�•�� I�e�• ��•�• � ��I�` � ��� • ��• ��,�•�• i�i 1�1�• ■1 i�1�. i�1 1 e.1�•�•�•�•...i e� �i�`• �• �•. .�1�•..�,�..•:•..�..•.•�1�•�•�• i i�•�•�1�•�• ��•�� ■1 J •� •� •� •1 •� •• ■1�� •� •• e .�• ��• •��� •1�1�•�1�1�� • ��• ��•�•� �•�.�1�•�� T1= 2.1= 3.•= 25-0-0 1 25-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1 /deft PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.35 Vert(LL) n/a - n/a M1120 185/148 TCDL 7.0 Lumber Increase 1.15 BC 0.13 Vert(TL) 0.04 A -B >541 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 S n/a BCDL 10.0 Code UBC /ANSI95 (Matrix) 1st LC LL Min 1 /deft = 240 Weight: 105 lb LUMBER BRACING TOP CI -LORD 2 X 4 I-IF No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. Q o OTHERS 2 X 4 HF Stud -1 N ti z = .-I REACTION$Ib /size) B= 285/25 -0.0, X= 4/25 -0 -0, AC= 99/25 -0.0, AB= 120/25 -0-0, AJ= 1/2/25 -0.0, AI= 114/25 -0.0, AH= 111 /25 -0 -0, AG= 112/25 -0-0, AF= 112/25 -0-0, AE= 113/25 -0.0, AD= 105/25 -0 -0, > FA v AA= 122/25 -0 -0, Z= 111/25 -0-0, Y= 108/25 -0 -0, W= 121/25 -0 -0, V= 59/25 -0.0, U= 236/25 -0.0, S= 302/25 -0 -0 ~ U u- I- Max I -Iorz B= 55(load case 5) 14(load 3), AD=- 15(Ioad case 3), X Q 0. Max UpliftB=- 68(load case 3), X=- 1(load case 4), AI=- 29(load case 5), AH=- 10(Ioad case 3), AG=- 15(load case 3), AF=- 13(load case 5), AE=- case U AA=- 19(load case 6), Z=- 13(load case 6), Y=- 14(load case 4), W- 10(load case 6), V=- 23(Ioad case 6), U=- 3(load case 6), S- 71(load case 4) C 7), Max Gray 13= 285(Ioad case 1), X= 4(Ioad case 2), AC= 99(Ioad case 1), AB= 120(load case 1), AJ= 124(load case 2), AI= 114(load case 7), AH= 111(load case 1), AG= 112(load case AF= 112(Ioad case 1), AE= 113(load case 1), AD= 107(load case 7), AA= 124(load case 8), Z= 111(load case 1), Y= 108(Ioad case 8), W= 121(load case 1), V= 59(Ioad case 8), U= 236(load case 8), S= 302(Ioad case 1) FORCES(Ib) - First Load Case Only TOP CHORD A -B =39, B- C =-40, C- D = -19, D -E =10, E -P =9, F-G =9, G -H =9, H -I =9, I- J = -16, J- K = -16, K- L = -18, L- M = -20, M- N = -17, N- 0 = -18, O- P = -18, P- Q = -13, Q- R = -29, R- S =-46, S -T =39 BOT CHORD B -AJ =4, Al -AJ =4, AH -AI =4, AG -AH =4, AF -AG =4, AE -AF =4, AD -AE =4, AC -AD =4, AB -AC =4, AA -AB =4, Z -AA =4, Y -Z =4, X -Y =4, W -X =4, V -W =4, U -V =4, S-U =4 WEBS J- AC = -75, L-AB=-91, C -AJ= -109, D- AI = -79, E- AH = -87, F- AG = -85, G- AF = -85, H- AE = -86, I -AD_ 80, M- AA = -93, N- Z = -84, O- Y = -84, P- W = -94, Q- V =-43, R -U= -183 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure B ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 "Standard 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Gable End Detail" 4) All plates are 1.5x4 MI120 unless otherwise indicated. Continued on natte 2 Job K210030 Truss GE01 Truss Type ROOF TRUSS Qty Ply 1 (68)PAKS DESIGN (ontionall Z = Z W re � . O 0 V) CD • ul W I H V) LL w 0 g i d W Z 0 Z LU U � • BA O I- W • lIi LL W O I- Z Job Truss Truss Type Qty Ply (68)PAKS DESIGN K210030 TOl ROOF TRUSS 11 1 (optional) • vv1 1 , Tacoma LOADING(psf) TCLL 25.0 TCDL 7,0 BCLL 0.0 13CDL 10,0 SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC /ANSI95 CSI TC 0.43 BC 0.64 WB 0.24 (Matrix) DEFL in (loc) 1 /defl Vert(LL) -0.17 H -J >999 Vert(TL) -0.34 F -H >857 Horz(TL) 0.08 F n/a 1st LC LL Min I /deft = 290 PLATES MII20 Weight: 84 lb GRIP 185/148 -2.0.0 2.8.0 LUMBER TOP CHORD 2 X 4 I-IF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 9 HP Stud LOAD CASE(S) Standard 6-7-14 6.7.14 8.7.4 8.7.4 REACTIONSib /size) B= 1173/0 -5 -8, F= 1173/0 -5 -8 Max Horz 8= 57(load case 5) Max UpliftB=- 121(load case 3), F— 121(load case 4) FORCES(Ib) - First Load Case Only TOP CHORD A -13=39, B -C= -2377, C -D= -2086, D -E= -2086, E -F= -2377, F-G =39 BOT CHORD B -J =2184, I4=1502, H -I =1502, F -H =2184 WEBS C- J = -385, D-J =616, D -I -I =616, E -I-I= -385 12.6.0 5.10.2 4.00 13 13.4 0 Is.4 C E I Ik\IIV/ I I l e 1 1, 344 = 344 = 314 = '1131. it 4.4 = 16-4-12 7.9.8 18.4.2 5.10.2 BRACING TOP CHORD Sheathed or 3 -3 -13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. 25-0-0 8-7-4 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure B ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind, If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint B and 121 lb uplift at joint F. 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Oct 28 11:25:31 2002 Page 1 25 -0-0 6-7-14 _J 0§ W Y > 2 LL W O CC U N . f r--t Q a 27 -0-0 2.0.0 34414.1:34 7 Z re 2 11j 6 JU UO -J 00 LL IW O Cr Q Z F- O ud U� .}ON ca W U W U= ' ..Z Job Truss Truss Type Qty Ply (68)PAKS DESIGN K210030 TO1A ROOF TRUSS 2 1 • -- .. T— (optional) • , t acoma -2.0.0 2.0.0 LOADING(psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 6-7-14 6-7-14 8.7.4 8-7-4 SPACING 2 -0 -0 Plates Increase 1.15 Lumber Increase 115 Rep Stress Incr YES Code UBC /ANSI95 7.4 12.6-0 5-10-2 CSI TC 0.43 BC 0.64 WB 0.24 (Matrix) 4•6 = 0 4.00 1 3.4 .. C L uw 16-4-12 7-9-8 3.4 = 18-4-2 5 -10.2 3.4 = DEFL in (loc) 1 /deft Vert(LL) -0.16 I -K >999 Vert(TL) -0.33 B -K >881 Horz(TL) 0.08 G n/a 1st LC LL Min 1 /deft = 240 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Mon Oct 28 11:25:31 2002 Page 1 23 -0-0 6.7.4 25 -0-0 6-7-14 25 -0-0 2-0-0 27 -0 2 -0-0 5c.l.. 1:74.7 Plate Offsets (X,Y): [G:0 -8 7,0 -2 -0j, IG:0- 2- 14,Edge] PLATES MI120 Weight: 93 lb GRIP 185/148 LUMBER TOP CHORD 2 X 4 I-IF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 I-1F Stud SLIDER Right 2 X 8 DF SS 3 -0 -0 REACTIONglb /size) 8= 1173/0 -5 -8, G= 1173/0 -5 -8 Max 1-Iorz B= 57(load case 5) Max UpliftB=- 121(load case 3), G=- 121(load case 4) FORCES(Ib) - First Load Case Only TOP Cl -lORD A-I3=39, I3-C=-2377, C -D= -2087, D-E= -2068, E -F= -2282, F-G= -2358, G -H =39 BOT CHORD B -K =2183, J -K =1504, I -J =1504, G-I =2165 WEBS C- K = -381, D -K =616, D -I =593, E -I= -378 LOAD CASES) Standard BRACING TOP CHORD Sheathed or 3 -3 -13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 3.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure B ASCE 7 -95 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint B and 121 lb uplift at joint G. 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. • Job K210030 BMC WEST, Tacoma Truss GE01 LOAD CASE(S) Standard Truss Type ROOF TRUSS Qty 1 Ply 1 (68)PAKS DESIGN (optional) 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Mon Oct 28 11:25:30 2002 Page 2 NOTES 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint B, 1 lb uplift at joint X, 29 lb uplift at joint Al, 10 lb uplift at joint AH, 15 lb uplift at joint AG, 13 lb uplift at joint AF, 14 lb uplift at joint AE, 15 lb uplift at joint AD, 19 lb uplift at joint AA, 13 lb uplift at joint Z, 14 lb uplift at joint Y, 10 lb uplift at joint W, 23 lb uplift at joint V, 3 lb uplift at joint U and 71 lb uplift at joint S. 9) This truss has been designed with ANSI/TPI 1-1995 criteria. job K210030 BMC WEST, Tacoma Truss LOAD CASE(S) Standard 4 GEOIA • Qty 1 Ply 1 (68)PAKS DESIGN (optional) 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Mon Oct 28 11:25:30 2002 Page 2 r") 4 o CD X W Y N W > = r-t W W/ 0 wo r-( )-- i3 czT n. Truss Type ROOF TRUSS NOTES 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 1 -4 -0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint B, 27 lb uplift at joint X, 40 lb uplift at joint AC, 46 lb uplift at joint AB, 29 lb uplift at joint AI, 10 lb uplift at joint AI-I, 15 lb uplift at joint AG, 13 lb uplift at joint AF, 14 lb uplift at joint AE, 16 lb uplift at joint AD, 12 lb uplift at joint AA, 14 lb uplift at joint Z, 15 lb uplift at joint Y, 32 lb uplift at joint W, 249 lb uplift at joint V and 79 lb uplift at joint U. 8) Non Standard bearing condition. Review required. 9) This truss has been designed with ANSI /TPI 1 -1995 criteria. • Z . W aa � 1 0 UO rn� W = J O W LL < co d = W _ . Z - O Z F— W uj U� 022 ci W H - IL. O .. Z W U = Z 12 -06 -2004 JENNIFER L. LOZOWSKI 4808 38 AV SW SEATTLE WA 98126 RE: Permit No. D03 -080 12248 43 AV S TUKW Dear Permit Holder: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to 180 days. Extension requests must be in writinz and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/12/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. D03 -080 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 February 12, 2004 Mr. Alfred Griffith 12248 43 Avenue South Tukwila, Washington 98178 RE: Request for Extension — Permit No. D03 - 080 — 12248 43 Avenue South Dear Mr. Griffith: This letter is in response to your written request for an extension to Permit No. D03 -080. Based on the information received, the City of Tukwila Building Division will be extending your permit to September 6, 2004. Please be advised that this will be the only extension granted for this project and no further notice will be Riven prior to the expiration date. A new permit and associated fees will be required after the above -noted expiration date. If you should have any questions, please contact our office at (206) 431 -3670. Sincerel % Robert Benedicto Building Official /sks File: Permit No. D03 -080 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 Do3 CI) 62o c3-69, 6f/a. 9,16 RECEIVE 'FEB 11 200k c7 7 4IJa •c Q6,(-e otyvvk COMAN uEvE OpM MT Jt-c 211,e 2 d" ...:. c' t„ a»«:» i. is�a.$: kd:,, t; rrd.'.::t:iv.:v7a'.�:.t::(,:•. yhd r.eur..:[:. laborious framing and siding NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. February 3, 2004 Jennifer Lozowski 4808 38th Avenue Southwest Seattle, WA 98126 City of Tukwila RE: Permit Application No. D03 -080 12248 43rd Avenue South Dear Permit Holder: Based on the above, you are hereby advised to: Xc: Permit File No. D03 -080 Bob Benedicto, Building Official • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Thank you for your cooperation in this matter. Sincerely, U Stefania Spencer Permit Technician Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension UP to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to March 6, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southrenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 May 6, 2003 Ms. Jennifer Lozowski 4808 38 Avenue SW Seattle, WA 98126 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -080 Griffith Residence —12248 43 Avenue S Dear Jennifer: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time, the Planning and Fire Departments have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D03 -080 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z 1 - ~ w re 00 � w0 / � a. a a w Z Z 1 I - w w 0 to 0- 0I- ww H -- U. O Z W U= O p' z z ;, w re J U 000 w= 1- � w w 0 J u. • a = w t- = z � 2. The foundation plan on sheet #8 shows the footings within the perimeter wall as being isolated 24" w uj x 24" footings. Cross - section "A" on sheet 10 and a detail on sheet #12 indicates a 16" wide continuous footing. Revise the plans to designate one specific interior footing design. 0 N o — ra F- 3. The TJ -Xpert design on sheet #9A for the second floor framing, shows a 5% X 9% Parralam beam w w used. At the interior bearing point for the beam, there is no detail for the size and location of a 0 footing for the beam on the foundation plan. p ..z U o ''" BUILDING DIVISION REVIEW Date: March 26, 2003 Project Name: Griffith Residence addition building permit application Application #: D03 -080 Plan Review: Ken Nelsen, Senior Plans Examiner Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 - 431 -3670 A general plan review has been completed for the subject project. Please address the following comments with revised plans, specifications, and/or other documentation. 1. Footing drains are shown on the plan cross - section details. Identify how and where the required footing drains will be discharged to. 4. A note shown on sheet #6 indicates that lateral framing will be prescriptive per the U.B.C. However, the short wall next to the bay window is 1'6" in width and less then the 2 "8" allowed for a prescriptive design by the U.B.C. In addition, the short width wall is keyed as a SW1 for the shear wall schedule. The SW1 shear wall is of the least strength wall design. Revise the shear wall requirements on the plans for the short width wall to an applicable design. 5. Regarding the shear walls, it will be helpful to key the hold down requirements to the foundation plan. 6. The first floor joist farming is only partially referenced in the foundation plan on sheet #8 and the other general construction details. Additionally, the floor joist supporting beam sizes are not provided and the support joist framing under the bay window is not shown. Provide additional plan details of these floor - framing elements. 7. Provide additional plans and details for the noted decks and baloneys. 8. The 1997 insulation table #6-2 shown on sheet #1 is out of date. Revise the insulation table to the current 2001 Edition. Should there be questions on the requirements, please feel free to contact the Building Division office at 206 -431 -3670. No further comments at this time. z PUBLIC WORKS DEPARTMENT COMMENTS DATE: May 5, 2003 PROJECT: Griffith SFR PERMIT NO: D03 -080 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1) A paved driveway shall be constructed leading to the residence. Driveway width shall be a 10 -ft minimum and 20 -ft maximum. Turning radii shall be a minimum of 5 -ft. The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. Driveway shall be paved for a minimum distance of 20 -ft from the edge of existing road pavement, see attached mark -up. ACTIVITY NUMBER: D03 -080 PROJECT NAME: GRIFFITH RESIDENCE SITE ADDRESS: 12248 43 AV S DATE: 06 -11 -03 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: APO 1 -14-03 Buildi Division d Pub �' Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: Documents /routing slip.doc 2-28-02 Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -12 -03 Complete [/ Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -10 -03 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Not Applicable ❑ DATE: ..s e• ;... �Ui`-tiif`s:lrv,}vi H' a: z 9Sc iaaarwjlfiae asisiak d sL: ACTIVITY NUMBER: D03 -080 PROJECT NAME: GRIFFITH RESIDENCE SITE ADDRESS: 12248 43 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 03 -12 -03 Revision # After Permit Is Issued DEPARTMENTS: d 1- -21 GMs( it 3 -N - 03 Buildin 'vision © Fire Prevention Public Works [!j Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [ Incomplete ❑ Comments: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP PERMIT COORD COPY CPL r1(c. ' ( -o! Planning Division Permit Coordinator x r DUE DATE: 03 -12 -03 11 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R9UTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 04 -10 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) girl Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ✓"lo "03 Departments issued corrections: Bldg Fire ❑ Ping PW" Staff Initials : s:G REVISION, SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D03 -080 ❑ Response to Incomplete Letter # ® Response to Correction Letter # l ❑ Revision # after Permit is Issued Project Name: GRIFFITH RESIDENCE pERn41`°'l4 Project Address: 12248 43 AV S Contact Person Jennifer Lozowski Phone Number ,2L5c - 76 2 - 1 / a 0 Summary of Revision: Ail L D v v 'i o ✓1.5 Gtr 5 � -.c1 t h ` � u� 14' tits+ Ok V;slo vevile. 1G{ r � aVe.. iec.v, G(cI -( e cr.! t..n Yll ( �� t 0 77'6-1/ ZV( Kee4ye viced fa s £o Vr ?c. - (/ z etc. (orvvc i — vhY1 dh'a. ins i,vE %nd� ca k,J a stv ins /(ect (/ r�� i yeJ (4vYCc e 2 i"Jef e rty6! 0144 cohi. 4,4 & e �, 2- # j ��� l l'rY. ✓— 1� /ne, ( / 'c Q ) C+!'.a Iii' 4vvec .51ia,r w A_fI Gr9aS sec/ /Z 94J3 4) a.. r // r(l t.>u)Y' vyl&_:,r 3 et. d 1 ;t4..i.r, /2/a CD ✓ ✓C - fo f vo✓ n/ 51- / 9/a- -lam ! G.t/t SCa f.( COI . jete4 c u ✓,c tom �° I Sheet Number(s): "C/oud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 (e- em 05/06/03 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON COUNTY OF KING »IfIO � 621 FJl TH , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCVyJ8.27.090, I consider the work authorized under this building permit to be exempt under No. // , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. AFFCONT 1/13/00 LA9q,v ,,, p 7 '. % 19 -. e • F r of . S CITY OF " "KWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ss. 01 r.. 1/4/1: 41 �� tee. APPLI NT / Signed and sworn to before me this 30 day of ff residing at Name as commissioned: My commission expires: H -4 , 20 &3 NOTARYI'UBLIC in and for the State of Washington, ��/ ►'L� County. is iS:.�•�:i:.,..' :•'v.�;,t:,�: Sri:';+ r.:rf'A +::Y- :'Si�bf��is:UYSy:^F 18.27.090 Exemptions. This chapter shall not apply to: 1. An authorized representative of the iited States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 of the operat,_ is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; • 15. Any person who engages in the activities herein regulated as an employee of a regisfgre`8 contractor with wages as his sole corlipensation; o 16. Contractors on highwa proj y t.mtio have been prequalified as required by.chapi<er l 3 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. !%i :0� q i ( NI KAI C( .�I)t I1NU1 13UIl. l)!N(O (.DUI KI .QUIVA:MEN I S AKI: 10 LSE: t :O. 199'/ I.1)1 I ION AND Al.l APPLICANT (-ODI ANI) AU I I !OKI I H ' I IAVIIk.- .JtJKISUIL 110N iSIJII.I)IN() (:()NSTRt J(: I t(iN TYPE: :: VN OCCUPANCY GROUP: K :5 I IKI /0NI CON I KA(.10K SHAT i VF kit AI 1 NO I I S, DIMENSIONS & CONDI1 IONS 1KIOK 10 CONS I KUC, t ION & l'KOVII)t: I FMI'OKAKY ISKA(:IN() f;l :aUiK1 :U UN III. /°11.1 VEKMANF:NT LONNLC'I IONS HAVE 13EFN INSTALLED. IT IS THE CONTKA;IOK's KI:( I I "10 Ii)I:N rtI A' AI I 1)tSCKI . PAN(,tt .S 1O 11 11 AKLHITI:C1 Al 1 HI: TIME 1 t IFY AKE NOTED. DIMENSIONS IAKL PKE :CE OF.N1 OVI K !)CAL (:I) UKAWIN(I .>I WO■(■ Gt.NEKA1. UNI I :sf) A SOIL. INVF.S Ii0A1ION t3Y A ()UNIFIED SOiL.J E:NGINI IKOVIUE :V, FOIJNI)AIION UI:' t 15ASI:1) ON AN ASSi1MI AVFKii :'E EX)Il 15FAKtNG 01 2000 PSI i:X'lF KIOE: FOOTINGS SHAH l5F 1'6 "(MINIMUM) E5H.OW FINISHED OKAM AI 1 I' (X)I NOS 10 151' AK FIKM UNOISI UKt5t:F) I- ARII-I IWt 1_.OW OKGANIC SLJKI iSAC!: F11.1 1013E 11 II.Y (;OMPA(. I E.U. I OIJNI)AI ION VI :N I f. 51 IAI .I NOT IN t I KI WI I It ()11 :'- CT I.OAr) PATH OF COLUMNS. CONCKLTE PINEKAI . CLASS AND L &I I A. i (X)HH INGS AND I IONS 2b00 15. SI Atif' ON OF:AUi : 250) :'S _4 S l� 1. AIK F:N I KAINING A0I (:'5'I IO f.i') TO 1S1 USED IN AI-l. GONLKE II: FLA WOKK EXPO.` - .)F1) 10 Wt:AI I IF.K. 2. VOSS()l.Ilt I :SUc) sF KIF S (4 (V. PER 100# OF CEMENT) TO 151: USE() IN AI.I. CONCKi:Tt:. MIX MAY !SF I)ESIGNEU IN ACCoK(.)'ANCF. WiTH THE PROViSIONS Of- SECTION 1904 Of 11.11: 1)13(;. 4. WAtI K (;I:ME:N F KATI() PEK LJIS(; TAISLE 19 -A -5. KLINI_UK(,INQ ASTM M A( GRADE 40, KEINI STEEL. DETAILS SHAH. 151: NKEVAiFV I3Y AN i:XPEKILNCI I) AP-K(ME) OE IAit.I:K AND (;()NFOKM 10 ES1ANUAKI) PKACTICF OUTLINED IN ACI KFPORT 315. N( :K I COVV. K Of - KLINrOKCt :3" (X)NCKI TE: CAST AGAINST AN() PI:KMANI:N'EI Y EXPOSE I) 10 SAKI I I 1 1/2" CUNCKE4I= EXPOSED 10 EARTH UK WEA1I K 1 /l." !SEAMS ANO COLUMNS NOT EXPOSE=D 1O EARTH ()K WEATHER :5/4" f:A.A15S ANt) WALLS NOT EXPOSE:() I() IiAit11-I OK WIE:AIHFK I Al ' COLUMN VI:Kl i(:AI.S. ( ;I.ASS AN cONCKFTE ANI) MASONKY (X)f.l1MN AND WALL V1 KTICAl.S 'tit DIAMI: I E I'Ls I .Al' AI 1 01111 K KI= INI ?4 DIAMI="IE :KS, SPLICES Al' TENSION REGIONS SHALL. NOT ISI: I'I KMF"CTl V. (. . \1 :r N KY (GENE <AI ALL FRAMING - 10 Gomm' WE1 ti Ut C; .(;t L3. NAiL SIZES AND SPACING 1O CONFOKM 1O UL. & SECTION 2611.6. 1 :3.1.(,) ANL ) SECTION 2311.6. [SOl.1•f-> ANU OTHER FASTNEKS TO CONFORM 'I0 U155 SECTION ALL WOOD IN CON"(AC f W111 CONCRETE TO DE PRESSURE TKEATE:U. F)" MIN. (IFAKANGF DEAWEEN W009 ANU I=AICfH. 113" MIN. Ct.t:AKANCF !SE1Wf=1=N FLOOR . JOIST AND EAKTIi. 12" MIN. CLEARANCE tW iWEF.N (LOOK. t3EAMS AND EAK1 EI. LUML EK s [KENO' H (UNITS IN PSI) 5TUD5 I ISMS HK #:'3 STUD GKADI: /(X:, I, KAI- - fE: KS t. 1 I? GLEAMS, HEAVE:K`), I.IN EELS, C&IK1f 4" NOMINAL. DOUG • HK *2 6" NOMINAL. DOUG - FIR 41 GLUE t .AMWNAEE V TIMDERS (X)1)(; . HK LARCH - 1 (241 - V4) MICK() 1 AM I.Vt 1X)00 - 1 I.AK(:H (24t - V4) i . UNPIN(: K( X)! lb rf* ()EAU I 0A1)-t- 2b V'* LIVE 1.()A1) 'It) P'.I- I I (')E )< 1O PSF DEAD I UAV-I 40 r5l - i !YE I.OAL) !.)() I'5I CIA .INC, `1) rf.7I IA._ AV 1.()A) KJ 1'f-- I IVI. 1.0A1) I`) V'. ,t Di C K 5 M DEAD LOAD - i 6() PSI - i IVE: I. (. L) . - ( t t IN IF KO PAKTII ON I :XTI= KIOK F'AKTITION tii :ti_1 Hf AI)S AND Nv1:a DE AKIN( ) A,GAINS1 WOW 1013E IIKUYtUL U Wl1 H 1 CU 1 WASP IF K;). WOOD DI- AKIN; , ON OK IN IN 111) 1ti1 I INN 1 OF MASONKY UK CONCKF TF TO DE TREE ATF D WITH AN APf 'K Wr_U PKE: SI :KVA I !YE. 501.11) ()LOCKING OF NOT LESS 1 IiAN !X 11 i1CK NF. %:: .SI 1A1.1 t f I-' (.>Vi 1E 1 Al I : NL )S AND AI AI i SUP'P'ORT OF JOISTS ANU RAE TL KS KS tf 1M S(1VYUK I `> MOOD( DX I) Ai I NU ANU AI Al i ` UPeOK1 t)f . IOIS T : AND KAr T1 Rz, .1101515. IO -0" t KCXX .X)L.s is. ; TU LSI V7 DIAMF= Tl :1: 1 ,1 6 - FMI)t 01 AI i MI• ii'1I I f AMIN(1 AN(.I1OKf ANV ffAN( KS SHOWN ON ~WINOS SI ' f51- - 1 K1 '. ill: J)tiNt (AMC , A ) MANUf A( 1 tJKi - 1) L r 51MPf.-;ON )N (:(. W NY OR APPROVE U F QUAi yJoo f'f n111A X) WAJ i At & 1, OF 11 146 St 15E t Il LUX, E . SS Olt* K.1M.A- . )I'F (J IE:) t AINIMi 1 k4 NAIi iNi , !A tAi 151 fed q r f$ PANT. I 1 tX >i - i ANO 11" O.0 . IN F PEI L= SPAN I NVEX St tAI I M. !4/0/ Pi Y110001) )) F t cX)iC Jt ii : A1; 1 1114( `i- UU i LSE :3i 4' (.1)X MG, UN I SS 0111 KWI`A 't :. - I ) MINI/vitiM NAILING 51-1AI 1 f5E KM A 16'G.(. 0 F'ANEi 1:00U. ANI) 12" O.0 N I-1E 1 U. 55t'.AN MltA X fA IAI i lit 4i)' ?() 51A(io1 K I N U I APS Al K x AND 1 I.00K :x CA i MING. 050 f.iHF.AitilN6 PKLV1K.TS t7F EG)111VA1 ENI SPAN RAI INC' S `*IAI I iii- AJ I (ANI V 5l i�K:1111:A! (. 4 U 1) - I - AI►IINATF :1: i _Uwitii:K *1Ai i OF DOUG4 AS I-E 1 EO TO THE KEGZLMf:N 15 01 U.S t'KOVUG1 fi lANI KI)1 `_b,1 UMtk K 51 W I Iii 01 ;KAM 10 PRCA/IL! NORMAL 5 TRESS ;ALMS OF 24X) ('"al N Iii: NVIN .11(X) MI N U -WAX 1b(X) rat IN comma .5! A( 1N t'l1 AI 1 I I K) ( *Al, `Alf) r N GO001 `XilON riltriENVICUI.AK 10 (*A IN M4) 163 MI 110KVONIAI SHIM (l HON !4l V4) 1 AII1A1 I I ) ,10 OW AIX (KTWa 1). WAIEKM001 WINi) SPE:Fo: 15() MPt I xr(y)1/KE : CAl I :(X)KY: 15 SI.UMV :1 .11 MINIMUM SACKS/C.Y. 5 VP I- V 'l() 7n (2X10) 'lb it IP ) (2X12) 165 265 KXX) 1 :55() t 15 h. 1,200,(XX ) 6'l") 1,2(X),0)0 1,40O,(XX) 9b() 1, :'5(X),0(X ) 1,700,(X1 ) l,0(X),00() 24(X 1,800,( .2bO() 2./XX),(X)1 r ,i It) N:,1 `y(H)I) 11 11' .f.)1 `:) ¶)I IAI 1 151 P1. :1) ISY A K1 OI' ) I1:K1:E) WAM IIN(i ION SIAM. FN(.NE :E:K ANI) l Ai5KI(:A11.1) l KOM ()Nil I I tl ::i ill : ,ItiN: I KI1f -(.•) 10 151 SS IAMY1 I) . 1 111: MANiJI A(: IIJKI:K OK by A (AMITY GON'I Koi. AGI=NCY SU( I AS I I IF WASL IINO ION 'YIAI I . 'WS! I AISKICAIOKf' COUNCIL. K(X)I I KIJSs ()F SCION SHAH. OE SUt5MI1 :D FOR APPROVAL PKI()K 're FAt3KI(,AI ION N()NISE:AKINt 7 WALT `) 51 IAI.1. 15F. I AWAY I TI II= EKUSS t50I CI - IORI) WITH AN AI1''KOVEU FAS INF (`. Af SIMI'S(ON `- Il;1 f() I N' )11K1 I I IAI I I If "I KOS() I501`IOM (:I IOKU Wi1.l NOT 15EAK ON ME. WALT.. A,'i'KOVi I) I IAN(* K`) SHAH. 151 USED Al A1.1 CONNECTIONS OF KAFTKS, .LACK OK I-11P EK1Sf"ih5 "10 MAIN (AKI)E-K I KUf ,'., AI I KO0I "I KIJSSF 5 SHAl.l. 151 1 AND "fiEt) INTO 11-11: FKAMF wOKK AND SUPPOKIING WALLS `)() AS 10 I-()KM AN Will PAID' 0t I I IE. WI 101 F. ISIJII.VING. K(X)F TRUSSES SHALL. DE USED . 10 I5KACE AI.I. TRUSSES. 'rKt 15S1 OF DESIGNED I UNIT ()KM I OAUIN(i AS f- UL.I.OW"S: . 10P ( ;I •I()KU :S5 rsF OF I KI13U IAKY AKI:A is() nom t:t IOK1) PSF ()F TRIESUTAKY AREA 111.1= K001- 45 f `'�F iOF"' GHOKU b PSF BOTTOM CHOW I A(.I MASONKY I- IKI :I'I ACES AND CI IIMNE_YS AKI . I() 13E CONS FKIJCT EL) . 1() CON1 10 ALL Arf I.ICAISI i . I'0K I IONS OF THE I)I5C AND INC- H III= I.INI:K MINIiJM :518" I IKE: (.I.AY (OK I QUVAI.ENT) PER UEx; SECTION 3102 5NO 1At31.E 31 -I3. FI.UE AKEA PER IJISC 111131.1: (;I IIMNFYS ail 1A11. SUPPOKI ONLY 11 IK OWN WEIGHT UNLESS SPECIFICALLY DESIGNED . 110 SUPPOK AVI)'IIONAI. LOADS. ALL I AKE_ 1O I3E PKOVIVI_U W11 f T10111'11' Fli riNG FLUE DAMPERS, OPEKATEI) WITH A KEUIIY AGCI_SSlI51.F MANUAL. OR ArrKOVI:I) AUTOMATIC CONIKOI., AND AN OUTSIDE SOURCE_ OF COMt3U5TION AIR, MINIMUM )(J([ SIZE Of 6 SQUAKF INCHES IN AKEA PK(Mt-) I) WITH KFAI)IIY ()VFKA131 F: I)AMPE:K 1.00ATEt) IN FRONT PAKT OK FIRE[SOX, PREFAbRICA EU PIKEPLA:E:S, CHIMNEYS, AND KE:I AFI:I) COMPONENT 10 1.3EAK 11.1.. OK I.(;.t3.O. SF:AI OF APPROVAL. ANV 10 tiE INSTAI.I.I:U PEK MANUFA( ;TUKF:K's SPECIE ICAl IONS. 1 IS . 1() 1 t .Ni) 20" IN I 01 I IKf :NI .ACF. OPENINGS. INSULATION AND MOISTURE f RO ECIIUN (a1= NI KAI . UNLESS NOI E:l) OTI IEKWISE, INSULATION f() ISE W.S.E.C. TAISI.F 6-1 INSULATION 15A1-111-15 14 MAINTAIN 1" A(3OVL INSULATION IiAt - LI F S TO EXTEND fry" MOVE (SALT INSULATION I3A1 E:X I lENi) 12" At5UVE I.CX)SI FILL INSULATION IN51)I.AE I- lst=t 11J155/ !'I «)Wll_R5, PAKTITIONS ANI) (X)KNI:KS I AC1- API .I (SAf S 1 Kl(:iION I i i FACE() tSA1 l s ) 11SE: 4 MIt 11)1Y VAPOR KC•IAKUEK AT WALLS 1 IS i I'VA PAINT WETI I A ()KY ( ;UP I'E :KM KAl IN(i OF 1 MAX. K •10 INSULATION (JNDLK F.1.I :ci Kl(; WAI EK Ill :Al l:KS INFILTRATION CONTKOI. 1. E" :XTEKIUK ,JOEN15 AKOIJNE) WINV(V: AND I)(X)K FKAMI f ;, 011 NlP' (i - 13FIW1±N WALLS ANT) FOUNDATIONS, IN IWI WALLS AND KUOI ANI) 15I: IwI :l:N WALT. PANELS, OPENINGS AT PENETRATIONS t:'F UTILITY SERVICES TI-WZ()U GI 1 WAI.I.F1, I AND K001 ANI) AI.I OTTIFK SU(;I 101 :NING5 iN I1 - If: ISL11I.1)IN( ENVELOPE, INCLUDINC ACCESS PANELS IN1O UNHEATED STAGES, I. Iii `iI :A1.f :U, CAiJI KEV, (;ASKI :TEED OK WF All IE:K -fYl KIrPF LIME) AIK t.EAK\GI:. 2. Al.1. 1:X1 E:KiOK t)OOKS, O1 IEK THAN FIKE -FATED DOOMS, SHALL t3E DESIGNED 10 LIMIT AIK L.E_AKACili AKOUNU "1 rEKIMLI E :K WHEN IN A CLOSED POSITION. DOORS l3E1WI EN RESIDENCE AND GARAGE ARE NOT CONSIDERED AND MU5 "t MEET 11 A13Ot/t: KEQLJIREME:NT. :S. ALI. I:X[LKIOR WINDOWS SHALL. l5E DESIGNED TO AMIT INHIITKATION INTO OR FROM 11IE DUI WING ENVELOPE WHICH SHALL. 131: SUDS HAILED t3Y TESTING 10 STANDARD ASTM E 283 -73. b1TE-DUILT AND MILLWORK SliOf' MADE: WOODEN SASH AKE LXI MI'1 1 TESTING 131 JT SHALL - LW WF THE K•-51KlrPE:D, CAULKED, AND MADE TIG ITI Y FITTING. 4. KE :CESSE U I.IGHT I-IX1LJKFS TO LIMIT AIK LEAKAGE PER W.S.E.C. Secretary. 502.4.4. PIPING I 1101 WAI E_K/ STEAM SYS I EMS 01 PIPING FOK CONTINUOUSLY CIKCUI.A1 iNG I WAl1 :K SEKVICI: SYS IEM') IBS KI .()IJIKI :U TO 151 INSLJI.AI El) PI:K W.S.E.C. lAlit.h 5 -12, W.S.E.C. SERVICE: WATE:K PIPING 1013E INSULATED W111 K- :s. VAFOK t3AKKIEKS/ GROUND COVENS AN APPKOI/ED VAPOR I3ARRIEK SHAL1. DE PK(X'EKLY INS1ALL.EU IN ROOF PECKS, IN ENCLOSED KAI SPACES E - OKMEU WitE:KF CEILINGS ARE APPLIED DIRECTLY Y TO THE UNDERSIDE OR ROOF KAFTEKS, ANV AT EXTERIOR WAI.i.S, INSET STAPLED DAU S WITH A PE :KM KAFENG LESS THAN ()NE MAY DE INS1AI.LEV IF THE VAPOK DARK1EK IS TO THE WARM SIPE, STAPLES ARE PLACED NOT mow:. THAN 6 IN(J TIES ON C1:NTFK AND GAPS I5E1Wi.=EN THE FACING ANV THE FRAMING DO NOT EXCEED 1/16 INCH. A (,KO(JNU GOVT: K OF 6 Mlt. (0.()06 ") 131.N ;K POLYETHYLENE OK EQUIVELENT, SHALL. t* I.AID OV K I t-IE (A OUNU IN At.1. CKAWI z ()KOIJNU WW I< SHALL. ISE: OVEKI.APEEV ONE FOOT AT EACH JOINT AND SHALL EXTEND '10 THE FOUNUAIU)N WAI I.. 11-11 :1 NET FKI:L VIN E LI.AfING AKEA t-OK Arm VENTILATION MAY DE 1/300 OF THE VENTILATED SPACE, PKC VIDI:t) A VAPOK Kt. IAKOI=K I LAVING A f'1:KM KAI1NG NOT EXCEEDING 1 IS INSTALLED ON THE WAMM SIDE OF THE INSULATION. i MI_L1 MI t) MFi). JAW. R -10 R -10 R -10 R -10 K lU R K) K-10 R -10 C-19 C -19 K -L9 K-19 K If) K 1a K 2 K 2 VI R - xj K -1c) K -10 K -x) K t) I: k. • ig) K 10 AIK) IN Y1 ' Al 9 Mf :) 1997 WASHINGTON STATE ENERGY CODE - TASLE 6 -2 PRESCRIPTIVE REQUIRE.MENT5 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 - I IY OTHER FUELS Ii ( ,l 1J1110 Gil A/MK 7 U- i-AC lOK Y, M:k„ t: uk (» lid -w 025 Y u: w_d J 041 114 r Klr: 070 0.66 0.40 0.66 0.68 0.40 211 o.75 0.68 1 m 0.64) 0.66 a 0.40 0.40 V I Ow 21, 0 60 0.68 0.40 ■ ?n, 0 45' 0.68 040 2b7. 0.40' 0.66 0.40 4 ■ i 0.40 0.40 WO CHANGES MALL BE MADE TO 'NE SCOPE OF WORK WITHOUT P' 3 I - 7ROVAL OF TUKWIA BUILDING DIVISiC:i. 111 0111. 01113LIMI A ION NA1 SUIIIITTAL k - 3 leer ihat.CIE AMMON& 11r - NEIL as _NG R-30 R40 R- R K-.. 9 MU Ntv ■ K. Ila wimp Est X3#3 K-� K•!1 K*Ari - R''x K -s a R. "21 ' ■ St%?Agis.le PEAtig FSQU'Ste.0 FpEt 11? AOC AL le CIRIC » t4G GAS OF O` � 1 5oON UICNWA Oil SOO R• 70 iC..+s► 13rr>1 K M Kra 4 M A L I : X I 9 DUI OW 1 1 001: (max- N J 1 1 , I i I W'.,I . ( . 1 1 5 1 ‘ ' ) 1 i OK VKI .f )LKIV 1107 KL~(Ql)IKE I iii N I'. 1 OK 1.1 I Kt `. )1:, I. I it ..^I. ' ' ,t i (A A /IN6 '.,I )MMAKY t •OK I .XF :K( ;If'l ON I ION. 1. MINIMUM I .� FOK FAO I 01110N LISTED. FOK EXAMPLE:, IF A mof osEU PI.(.A �N i A GLAZING KAIIO I0 i 1 t�I .()lJil.f _Ml. (.()NIVIONI:U ' - A 01- 19x 11 SHA1.1 (OMPI Y WiTH AI.I. THE R QUIKLMENI S OF THE 21% GLAZING OPTION (OK HIGHER). I�I.(X)k Af.E ( )1, F K01 O.�t.V Ot. 1 = � IC�N.� WI II (;I I CANNOT ME E f THE Sf SPECIFIC; KF:QUIREMEN1 S OI A 1.15...I:[) OPTION A(G)UE, MAY CAI.CUI.ATE COMPLIANCE by .� (I IAVTi . KS 4 OK S OF. I 1 115 COUI -.. r I.I . QL JI K E.MI=.N F APPLIES 10 Ali CEILINGS EXCEPT SINGLE KAI' fE:K OK ...101.51 OI�51 VAUI TED U (.FILINGS. ''MN' DENO I FS ADVANCE!) J V (,1. ING :') KI:aLJtKt .MI t AIPt I(.nlsl.l.: ONLY 10 SIN(,1.E KAFTFK OK JOIST VAULTED CIiI.INGS. 4 151 OW OKAI)I : VALJI I S ` IAI.1. ISE: INSULATED I) EITHFK ON flit E XiEKIOK TO A MINIMUM I EVE! OF K OK ON THE INTFKiOK '10 I I-1F~ f)A Ml . um-.i M -) A15OVE= (,KADI: i XTEKIOK INSULATION 1NS1AI.1.EV ON 13EI.OW GKAVE WAILS SHALL. t3E A WAfFK KESISIAN1 MArt :KIAI., MANUL ;1 UKI:I) FOK I I'S INTENDED USE, AND INSTALLED ACCOKUING TO THE MANUFACTURER'S R'S SPECIFICATIONS, SEE: !-, I . C I ION 6022. I ) E I.(X)KS OVILK CKAWi. `iVACI_`SS OK I:XrOS I) TO AMBIENT AIK CONDITIONS. (). KI:th)IKED'•it. VLKIM1= IE_K INSUI.i1TIUI\ SHALL. 131E WATER RESISTANT MATFKiAL, MANUFACiUKE:[) FOK ITS INTENDED USE, AN() INS'IALI.H) AG(;OKUIN(S 10 MANUFA(; I IJKI :K'S SPECif SEE: SECTION 602.4. '/. 1 111: FOLLOWING OPTIONS SHALL. DI: AE11.ICAI5I.E. E0 bIJil.DIN &51 ±55 '11 THREE S lOKIES, ().:SO) MAXIMUM I GLAZING AREAS 01 ?')• OK LESS, 0.4x) MAXIMUM FOK GLAZING AREAS 01- :5O7 OK LESS. b. i WAIL. INSULATION KEQUIKEME_N DENOTES K -19 WAI.I. CAV11Y INSULATION PLUS K -5 FOAM SHEAI FLING. 9. MINIMUM IIVAC I:O1JIPMENT EFFICIENCY KEQUIREMENT. DENOTES AN AFUE OF 0.74. 'ME V DENOTES AN AFUE OF 0.16.1 E)I :NOT I:s AN AFUE. 01 0.88. MINIMUM HVAC EQUIPMENT EFFICIENCY REQUIREMENT FOR HEAT PUMPS. 'LOW DENOTES AN lISPF OF 0.3b. 'MI.U' VI :NULLS AN I.ISPI OF 6.8. 'HIGH' AN HSE F OF 7.7. WATER AND GKOUNP SOURCE HEAT PUMPS SHALL DE CONSIDERED AS MEDIUM EFFICIENCY AND HAVE A MINIMUM GOP AS KEQUIREU IN TAI5I.FE 5 -7. 10. ROOKS, INCLUDING ALL LIKE LOOKS, 51 13E ASSIGNED DEFAULT U- FACTOKS FKOM 1A131.E 10-60 OK 10••W. 11. WHERE A MAXIMUM GLAZING AREA IS LISTED, TI-lIE TOTAL. GLAZING AKEA (COMBINED VEK'FICAI. & ()VEKHEAU) AS A PEKCENT 01 (■KC)SSS CONDITIONED fi.(X)K AKE:A SIIAL.I. 8E LESS THAN OK EQUAL. 10 THAT VALUE. OVERHEAD (,LAZING Will i kJ-FACTOR 01- LJ :D.40 OK 1 1.55 IS NOT INCLUDE() IN (LAZING AKEA LIMITATIONS. 12. ()VE:KI IE : /.I) GLAZING SI IAI.I. HAVE U - AC TORS VETEKMINE1) IN ACCOKVANCE WITH NFKC 1(X) OK AS SPECIFIED IN SECTION :5()2.1.b. UQUf` 3_, WINUQWS &SKYLIGHTS (.A NI:KAI. 1)00K5 . I() TI - iL 17XII :KI0K SL TALI 1 MAX 8" STEP TO MIN. 3E5" DE=EP LANDING. All. GAL-ZING TO t3E PEEK W.S.E.C. TAl3LE 6 - 2 UNLESS N() "f 1) O"l I $E KW1Sl:. ALL SKY1.IG11 TS AND SKY WALLS TO 13E LAMINATED) GLASS UNLESS NOTED OTHERWISE. IA :MOW EME :KC ;I :N(;Y I :GKESS WINDOWS MINIMUM NET CLEAR OPENINGS OF 3.7 SQ. F1. MIN. NE r CI.EAK or EN AN E Wit i I ()f 20" ANU MINIMIJM NET Ct.I:AK OPENING I IEIG1 OF 24 ", MAXIMUM FINISHED 511.1. HEIGHT OF 44" ABOVE: 1 1.0C)R. I KI- N( ;I•I P(X)KS 10 ISE UUU131.E� ()LAZED NON TESTED ASSUMED 1) VALUE OF .90. UNLESS NOTED 011-1EKWISE. I IOKY 151)11.1 WiNVUWS� 10 DE ( :ONS1KUCTEU TO PERMIT MAXIMUM INFiI.TKATION Of - 0. :5 CFM PEK LINEA.. FOOT 01- ONERAISI.E SASH t'I_KIMF_1 I : K AS 11= 55"11=1) l3Y STANOAKI) ASTM F 2133.73. 5ITE BUILT AND Mli.l. WOKK SHOT (3U11 :1" WOODEN SASH ARE EXEMPT FROM INI iI.IKAI ION ( ;Kii LKIA MOVE, 15111 MUST LW MADE fIGHT1 Y FITTING AND WEATHER STRIPPED OK CAULK.EU. SLIDING GLASS DOORS - 10 I '1 - KMI - I MAXIMUM INFILTRATION RATION Of- o. :s CFM INFILTRATION F'EK SQUARE FOOT OF UOOK AREA. PLANS I OK: SAl lY °LAYING LOCATIONS AS PEK UDC SECTION 2406 -4 1 INGKf ' ' ANI) I .0 Kl - 1.) tXX)Kf- 3). SLIDING GLASS EXX>KS, SWINGING GI ASS '!)'()DRS `)I IOW1 :K AND 1SAll ENCLOSURES 1. (LAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VF KTICAI. EDGE OF A 1)OOR IN . THE CLOSE() OPTION & DOTTOM EL)GF IS I 1 :5f MAN Fi()" ABOVE= I I1E WALKING SUKFACE ). (LAZING CSKE_ATEK THAN 9 S.F. LESS THAN 18" ABOVE FINISHED I-l.()OK F, ( IN GUAKUKAII.S :A:KE ENS NEED NOl DE r KOVIUEU Al SKYLIGHTS WHEN FULLY TEMPEKEV GLASS IS USEDAS SINGLE GLAZING Of IN ALL PANES INSULATING (il.ASS UNIT AND AI.:. Of THE -0E.1.OWING CONDITIONS ARE MET. IF GLAZING ARIA DOES NOT EXCEED 16 SQUARE FEET TI IF H161 .1E51 POINT 01- lltE GLASS IS NOT TO DE MORE THAN 12' ABOVE ANY WALKING SUKFACE OK ACCESSIESLI=. AREA :5. I HE NOMINAL. THICKNESS ICKNE_SS ON EACH PANE DOES NOT EXCEED 3/16" MLCI IANICAL SO Fl1El. t3UKNHNG AIi l.1ANC1 :S INCUR.* AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS/ FIREPLACE STOVES, FACTORY MALI t ACES, ANI) FIKE_PI.ACE INSERTS II:KWISI: AL)0' I E_ V ISY KING C0 JN1Y, ALL. SOLID FUEL CORNING APPLIANCES SHALL. COMPLY WITH i HE f'KO'VISiONS OF A :(. - I IOW) fXYO AND 91)8, FILE COPY 1 understand that the Pan Check app; ovals are subi,ect. to errors and ornissi "s and ncrcN.'aI of .r plans does not authcj re vio:a: on of ary adopted code or 3 di ^arse. of ocn- a actor's copy of appro :e a Krowiedged. By/ Date, /- am Perrr it No. Pit, • MAXIMUM GLAZING AKEA (LATIN( MFG. ANV MOPEI. NUME5EK5 -- WEIGHTED OA CAI.CUi.ATION FOR 5Ut3STANUAKD GLAZING 4 ^C i lOy CCjr\ Fk wa-tr -- r-:► 10 TWO GIV OF ilAV11A PeavJ!E 46 -- 041 PERMIT car rrER RECEIi/Ep cm► of n+cwIu 12248 43rd, Tukwila desingrou to FAN TESTED CFM 0.25 W.G. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENG r FEET MAXIMUM ELBOWS 50 4 INCH 25' 4 INCH 70' 3 50 5INCH 90' 5INCH r 100' 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 80 4 INCH' N/A a 4 IN H 20' MAX. DOOR UOVALUE ALLOWED 80 5 INCH 15' 5 INCH 100' 3 80 6 INCH 90 6 INCH NO LIMIT 3 100 5 INCH N/A 4 51 CH 50' 100 6 INCH • • H NO LIMIT 125 6 INCH 15' 6 INCH NO LIMIT 3 125 7 INCH sv 70' 7 INCH NO LIMIT 3 W.S.E.0 CHECKLIST FLI?CTRIC RESISTANCE MINIMUM FLEX DUCT DIAMETER OTHER FUELS MAXIMUM NUMBEK OF ELBOWS 11.6 PRESCRIPTIVE 6" CH. 5 TRADEOFF 20' • PTION NUMBER I PROPOSED INSULATION 8 MAX. GLAZING PERCENTAGE ALLOWE r 3 VAULTED CEILINGS 8" ' ROPOSED PERCENTAGE GLAZING 20' FLAT CEILINGS/ ATTICS MAX. GLAZING U- VALUE ALLOWED EXTERIOR WALLS °POSED GLAZING U -VALUE INTERIOR HOUSE/ GARAGE WALLS MAX. DOOR UOVALUE ALLOWED FLOORS OVER UNHEATED SPACES ROPOSED DOOR U -VALUE SLAB PERIMETER DUCTS IN UNHEATED SPACES NUML LK 01- BEt3KOOM5 MINIMUM SMOOTH DUCT DIAMETER MINIMUM FLEX DUCT DIAMETER MAXIMUM LENGTH I - EET MAXIMUM NUMBEK OF ELBOWS 20R(L r 6" ' 20' 3 I 7' 8 20' 3 4 OR MORE i 8" 9" 20' 3 1 H SLING 1 A(.I I I)%1 I I INC) UNI ! 51 IA1.1 LSE VKOVIVE .0 WI111 I II .AI IN( I ACII 11 IE' 5 CAVAN I: 01 MAIMING A I1=MI'LKAI UKI • 01 '/O P1 - ()KI 1 f> I AI A 11.1(.7111 Of :5' A13OVI THE 11.(X)F: IN Al I. HM511Atil.1: K(X)ts4 WHEN THE H1. 01) f)I1)F 11:MPF KAI UKI : IA AS SF" I OF: II I IN 511.110N :502. O1 •I t 11 1)1.E INIIION t41/11 DIN() ENVI.i.OP(-. 1 5LC.2U1 ' 1 1 1 1 I :1.1=.M1 N I f , OI A 151111 DIN( WHICH H ENCLOSE CONDII IONEO SPACE f- I I IO(J(.2l I WHICH 111I:F:MAI F NE-.KGY MAY 131 rF<AN;)I 10/ OK I KOM "I 1 IF 1-.X I E:KIOK E XCI.I' I AS LXEMPT1= f)13Y f11r PKOVI tSIONS OF SECTION 1O1. :5.1 1 I ill i OWNING 11(4)IF'MI.NI l.00A1EU WI11 tIN nIHE 13UII.1)IN6 ENVELOPE (CONSTKIIL1EI) (INDEX THE ) 51 iA1.l OISIAIN COMI5US ION AIR t ROM 011 I t)(X)FS, MI:F.11NC Fl IF I'KOVlf: " +' 1NS 01 51-IC I ION /33 U.M.C. 1 1 1111 ISIJKNIN( E :N I I (X ;ArI :I) OU !SIDE. THE Is1111.DEN(. ENVELOP/ *i tAL.l. MI:I: I '11 IF PKOVIf.tON' 01 51 C, I ION Y,( ►t%),I 1I M :5. MR: IVK)KK I.(k:AI ION AND SO1JKCE: OF GOM15115110N AIK KF:F l-:KFNCI: SECTIONS i R)2 '/O'l IJ M.(;. ,".I.+ WAKM .AI l SI IAE.I. 131: l.Ib TED AN() I.ADEE.I:U 1 3 Y AN Af 1 ' K O V E . 1 ) A G E N C Y AND IN &1AI.1 1 1) I() l.l`) { I I) !Al .L'I'ICAI ION'). { ION 3O4.U.M.(.. APPLIANCES' INTENDED Ff.IK INSTAI CATION IN CLOSETS, ALCOVES OK CONFINED SPACES :SHALL. DE: SO l.If.il l={). f I TUN :5()4I 11.M.(,. NO WAKM. AIR FI1I:NACE SI'IA {.I. OF iNSTALI.I:U IN A CLOSET OK ALCOVE LESS THAN 1'?" WIDI:K I TI IF f UKNAC1: OK F t1KNA(;I :f INS IAI.I.E :U fi 1FKI:.IN WITH A MINIMUM GI.i.:4k WORKING SPACE: 1.1 :S S THAN 3" At.()NG THE. SIDES, t3ACK AND TOP OF TI IF I fit :C1 ION :31.5.11. U.M.C. l IQUEI PE ROI.I:l1M GA`.. DINNING APPLIANCES SHAl.l. NOI D1' IN`i1AI.l.I1D IN A 1 I I. ISASI:MFNT OK 5IMILAK I OLAI ION WI 11:KI ILAVII:K MAN IAN AIIK (2AS MIGHT COLLECT CT APPLIANCES SO I•UFI.I:U SHALE. N01 15E INS1AI.I.EU IN AN ABOVE (WADE t1Nl)I K I LOOK 51 I UK I5Af A MEN I IJNI 1 Sf) SUCI 1 I .()CAI ION IS PKOVII)H) WITH AN Af PKOVE:V MEANS I - 0K KEMOVAI. 01 t1NISI JKNi :1) (SAS. SEC I ION :')V4.6.IJ.M.L.. HEATING . AI ING ANU G(1OI.ING I :(UIf ME_N 11.00A1 LOCATED IN A (iAKA(5F ANI) WI 110 I (.i1:NF KAI F:. A (01.0W, SPAKK Of I .AMI . (.AI'/ l I.F OF I(iN111N( I I.AMMABI.I: VAPOKS SHALL. L* INS'IALE.EU WITH THE P11.015 AND (3UKNI:KS OK HEATING ELEMENTS AND SWill ;E A( LEAS lb INCHES MOVE THE FI.00K I.EVF:L. SECTION:'S08.2.U.M.C. 1 VAMPF:KS NEED NOT 13h INSTALLED IN AIR DUCTS PASSING '111KOUGH THE WAI.I., FILX)K OR CEILING SEF'AKAFING A KLaIVLNCI . ((GK(XJP IS, DIVISION OCCUPANCY) FROM A GARAGE (GKOUE' M, DIVISION I OCCUPANCY), PROVIDE() SUCH DUCTS WITHIN 11-1E. (CAF A01 AKE ( ;ONSIKUCTFA) OF STEEL. HAVING A THICKNESS NOT LESS THAN 0.019 INCH (NO. 26 GAL VANl/E:D 51 ±1 (M)(W) ANI) l NO t)P1:NIN(i5 INTO THE ()AKA( 5IiCTION 309.8 (1)),11.13.C. WAKM-AIK f INSIALl.A1 IONS IN ATTICS Ofd CRAWL SPACES SI IAI.L (:()MPI Y WW1 ` IONS :5l9, 620, ANI) 60 U.M.(. I=VFKY APPLIANCE DESE()NE[ TO DE VENTED) SHALL. (3U CONNECTED TO A VENTING SYSI C()MPt PING WITH (:t•IAVI E•:K t5, ANI) "IA151 I ! NO. 15-A AND t5-D, U.M.C. EVF:KY FAGi')KY 151)11.T CHIMNEY, TYPE I. VFNI, IYPL 13 OAS YEN! Of< 1 YI'1- (3W GA.) VENT `:SI•IAi.I. 131_ ING51A1.11.1) IN / CL OKVAN(:I W1111 1 I It iI :I<MS of ITS LISTING, MANUFACTURER'S INSTRUCTIONS AND 1 F Af'I I.ICAt3I VKOV. OF SEC'S 8()3, 1314 U.M.C. A "i YPE 15 OK (s(: GAS VENT SHALL. TERMINATE PER SEC. 13064 ANU TA131.E fS -A U.M.C. A *(YPE I VENTING SYSTEM SHAI.l. TERMINATE: NOT LESS THAN 2 FEET Ab0VF. THE HIGHEST POIN1 WHEKE: THE VENT PASSES 11 I THE IE KOOF ()E THE WILDING AM.) AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT SECTION 1306b U.M.C. VENT CONNE:CTOKS SHALL. 15E INSTALLED WITHIN 1t SPACE OK AREA IN WHICH THE APPLIANCE: 15 I.(XA1F 1 ) ANI) 51IALI. 131: CONNI•.GI11) 10 A CHIMNEY OK VENT IN SUCH A MANNEK AS TO MAINTAIN THE CLEARANCE TO COMt3U5T1131 - PI:K lA131.1: NO. 3-C U.M.C. I_IF ATIN(.S EQt1If MF N I KE:QUIRED I SYSTEM F.H1CIENCIES ARE: DI:IEKMINE D 13Y THE TYPE= (X GLAAN(S INS1AI.I.E:D. 1 A 15KFAK(X)WN OK KEQUIKF:I) !EATING SY;S1 E= MS E EACH I TYPE OP GLAZING, SEE W.S.E.C. 1A131.E 6.2 IN (J NI:KAI. NOTES. I I :QIIIPMFN F I I (HIV -RISES RESIDENTIAL.. SHALL. DE SILEV NO (iKLA[EK " 150% OF [)ESKJN I ()AV. INI !t(:SKAIE V WHOLE HOUSE Y1 :NT SYSTEM SPECIFICATIONS FOR THE 1998 WASHINGTON STATE VEN (EI_AI ION AN() INU)OK AIK QUAt.I1Y COVE FOK 11 - IF IN 1I_KMI 1 TEN] 1 Y OPI KAI El) IN TEGK A rE I) FORCED AIR VENTILATION SYS rEM. 1 10111((,5-: 5Ei- c;IF IC VENTILATION KEQUIREMENTS r . 1 FAN KF CtUIF EMEN1 S: 1! 15A11 IK(X)MS. LAUNOKif S. AN YOWUEK K(X)M5 - ?) Ct-M ' 0.2f W.6. ;? KTICHt- N‘.-S • 10O CFM ' U.l.`5" W (;. KANGE (I(X)VS AND DOWN 1)KAI -1 KANGE5 I f()0IX.S AND 1)KAi -1 KAN(ES MAY DE RATED) AT 1(X) CFM ' 0.1(T W.G. EXHAUST DUCT KEQUIKEMENTS 1. tsi-: INSULATE() TO R -4 iN UNCONDITIONED (. 2. DE= F :QUITE U WITH A RACK URA/-1 VAMF'EK :5. TERMINATE OUTSIDE THE l3UII.DING 4 (.OMPl Y WITH TAiiu : :5 -3 WI 1()11: HOUSE V1.N1I1_A1ION KEQUIREMEN1 CXJI Aik .`SI~IAI.I. 13E: SUPPLIED 10 Al I HALM I 1 K(X)M' IFFlk(IIJG f "1111 1 1) ALE: i If Al f Y! 1 I I M E 151 NG fl- q)1.1.00AN G ME T 1 14X4). t AIK I -F 1 (MCI SHALL COMM"( WIT I-I THE F01.1.0VIIINo A. Of S :J ACZOKJING TO TABLE :3 -5 L 131- LI.UC 111) 1 KG t HE E XTE K iOR ANL) LON NE : cTF U 10 - 1 HE K E 1 UKN AIK 51 K1 I I t /f `, i 1: 1M 1; F 1 JkNAU:� (lWM_K C. t5t IN5i1I -A1: :0 TO k 4 MIEN LOCATED Win 1IN 141 AI ED AREA U t)1- PKO1 E(: -1 E_ U FKU1N I HE E N 1 FAY OE INSf:O Vii, I.1-AYi : AND OH* k M A I ! Ki.'V N('1 K1- (4-: EVE- F- 51 t A l k F I C O M THE F011 UIMNC ) AKi - i ■41 I ( All I) I() K. 4 WI II.N I.(k.ATI WI II IIN 111 AKFAS I A I'i<O I I *II]) I KOM 1 111' I :Nl KY 01 INSI :C 15, I.I: AVE ::) AND 01 I II :. K MAI I KIAI I NO I KI (.WIVE , KI .5I I AIK I 1 I IEF t 011 OWING AKf:AS: ! . WI I I IIN I I • N I I.1• I O1• AN APPLIANCE= VI-NT O1J1 I.F I, UNI. ) -) 11 VI_N I 01)11.1: I II 11114.1: I I AI $OVI !HI lE I I<I:',1 I AIK tNt 1. W I IEEE. I I WII I PICK or 013JEC l IONAISI.t= WOKS, FUMES, OK FI.AMMAI 1.I VAl'OKS. :'i. A I IA/AKDOIJfS OR UN .JANI fAKY LOCATION. 4. A K(X)M OK S1 ACT•: HAVING FUF1 (3UIZNING APPLIANCES I I IF:KF:IN. F�. (;I.OSFk I 1 IAN 10' I•KOM A VENT OPENING lb Al I.EAS1 TI tIE1: I FE I AISOVE II H. IKE SI I A14 INI I �a Al 1l(.S, (:KIWI fSVA(:I 5, OK 6,`,F<A(>1:5. 1 111 • INI 111)U( I f 1 IAI 1 1ST- 11.4111111-1) WI 1 1 ()NI" ()I- 1"1-II: 1 A 11 II • INI 111)tJ(_ I f)1 IAI 1 151 I :MATH) MI 1 A MO10KI1E1) DAMPI=K (;(NNW :L II :1) 10 II II All IOMAI I(, VI N I II AI ION (,ON I KOt 1 IMI : K OK 15. A F IX1=I) I)AMPI:k INSiAl.1.1:1) AND SET '10 MEE '1 MFASUK1=V I OW KAT1:S AS f51'F :Ctt IN 1Al -l.F :5 l.; OF: C. AN AUTOMATIC F OW KEGUI.ATING DEVICE WITH HEW MEASIJKEO MINIMUM NEGATIVE - : P10.5 SU1<E 01 0.7 INCHES WA11=K GAUGE. AT 1 IF POINT WI•IEKI: THE OUTSIDE. AIR U11C1 I(5 CONNECTF:V 10 II IFS RF:TUKN AU< PLENUM. VE N I'II . A I ION f)Yr51 M (;ON - 1 KOI AN AU IOMATIC (;ON I k01. SL)GI I AS A (;l.()(:K "TIMF:K SHAI.I. til: INS IAt IN A KEAI)II A(:CI :f,S1131.E.: I O(:AI ION. II II' IIMI : - A1AI 1 151 (./ 1'Alst E= OI (.ON I INIIOUS Oti• KAI ION AND 1 IAVI: AN AUIOMATK; AND MANUAL CONT1OI Al III(• - I IMI : OI T HE: I• INAI INf.41.L 110N. 1111 I IMF !SI IAI-1 I'F SI:I to OP!_kAI THE WI HOUSE FAN FOK A MINIMUM Of FIGHT (XX)KS. 1 111 IN I1-.6K ^4E1) VI :N I II A'11ON f)YS I DE MONS"I KATE COMPLIANCE WITII VIAQL SEC! ION :'5O -.21 ISY I :I I I IEl: ON : Iii I I I.OW 11 'S ()K AN ENGINI:EKE:I) OI :SIGN. OEMON51'KArION Of' COMPLIANCE SHALL. 13L MADE AVAII.AI3I.1: FOK 111E INSPEC IOK 151:10K1 A LI :1 <1 IFICAE I: (X OCCUPANCY WII I E3E: ISSUED. NOTE: KING (Ot)NI Y KECOMMENOS THE INS IAI.LA ION OF A CENTKAI.I Y {_()CATE1) WHOLE EXHAUST IAN WI1 l I A MINIMUM ( .:4)NI; EALING OI 1Fi AND SIZED ACCORDING 10 TAI5I.E :3•-2 ANU CONNECTED TO THE AUTOMATIC CONTROL. TIMEK. THIS WII.I- FACII.IIAf1: FKLSI 1)ISTKE13111 ION AND KEOIJCE: THE P0SS113II.ITY Of MOISTURE I.AUE:N AEK 13E1N( DRIVEN IN10 THE I3111E.1)ING CAVITIES. IES. INI'E:KI()Ct WOKS f ,I 10111 I) tsl: UNIX:KOJI ONE I IAI 1 INCH MOW THE FINISHED H.00K. ABLE 3 -2 WI IOI.F 1.101151: EXHAUST MN PKESCKIPTIVI: KEQUIKEMI:N I S 131: I)KOOMS 2 OK LESS CFM MINIMUM MAXIMUM rib 120 4 5 120 • 80 100 150 180 1 1()'1 I I Ilf IA151 I : f•SI IAI. I . N()1 I* 1151:1) I L)WE:I.I.ING UNITS CONTAINING M()KI=, 'I I b ISF:UI<UUMS. NO "I I :: 1. I OK EACH AMA TIONAI. ELDOVV SUt3TKACT 10 FEET FROM I.ENGTFI 2. H I :X ()UC15 OF TF115 DIAMFTEK ARE NOT PERMITTED WITH 1-ANS 01- 1E-115 SIJ. .I ADL.E 3•-3 PKESCKII'1 ME EXHAUST DI Vl1GT SVING TABLE 3 -5 E'KESCKIP TIV1E INTI :GKATED FORCED AU< �SUYPI Y DUCT SI/INC, NOW t - 1 t i )I< i I: N( 71 F L') '/O FEET INI ASE l)IX. T M AME I Ek 1 INCH. i s (.ih "1YVt) W W1: KING MORE THAN 3. IN gEAS DUCT UTAMI TEK 1 IN(,1 I 1) 1 . ILK: T f i Y f I I - M`: 1..4 iN .i I i . Of ME 1A1. AS 5E1 f'OK1 H IN! lAblES Number 6-A. 6--t3 ANU to. i OK VAC POKY -MADI AIK t )1X.15 LOP.11 Y*N(, MIA II f UAL 51l) NO F) 111M C. JO N15 Alt) 51.AM5, 5 -*A1.l lit bU 51ANTIA11 Y /11Ri KS#$T, SECTION 601..5 (C). EA1141 NO. 6.A (KEC l/' NGUI.AX t)UC IS) AND EA61.1 NO fr 15 (1 1 Al. (NN AM) KOIIND VIJCTS). U.. L. :S 1e, IAI .1 Al ION 01 (AEG T5 51 IAL1. GOIA'LY will 1 kC1 IC I BUGS VIrLrG. 4 :1111.1 IN5 IAI i A I ION 51 Ali Iii : NSUU LI :) N ACCOIWANCE MIRTH SECTION 604.1 AM) .91N.`, I'1 UMI3INCS (.1 NFKAI. WA11:K I•ILAFI:Kf) AKE-. KEQIIIKL() TO MEET THE KEQUIKEMENTfS 01- 19&'/ N.A.E.C.A. STANDAR() ANU t* LAbELEI) AS SUCH. IN AVUI ION, I• I EC iKIC WATFK 111 :AfERS $N'SIAI.LEU IN UNHEATED SPACES SHAL.I. 13F: ON AN INCOMPKI=SSIDLF SUfK1 - ACE ()1 f 11'Il,11I.A11:1) 10 A MINIMUM O♦ - K.10. W /:IF:K "IAN( t() iil -: I.AI5E I.I:E) PF=K 19f37 N.A.E.C.A. OPM I IKI :s1 KlC1OKS ON SE TUBS AND I_AVAEOFIES. • 10 `‘‘ va._ r --- T P-1 114 it - : n t ° 12248 43rd, Tukwila [ - -P".1. design group z Stows dalhadvol .a aim. + NOS 111013 RECEIVED CITY OF TUKWILA PERMIT CENTER • site plan paks design group EAST ELEVATION NORTH ELEVATION WEST ELEVATION MAR OEM X16 ZONE REV DESCRIPTION 12248 43rd, Tukwila DATE APPROVED RECEIVED TOP PLATE 1/4 1'.O. EAST ELEVATION SOUTH ELEVATION 114" =1'-0" [1, TOP PLATE Fft4I5I'4 BOOR 70P PLATE P1415W FLcXR GRADE ZONE REV ‘104 cto rwo OESCRIMON I DATE design group MINR lislawipso MOW efts MOM IMO REVISIONS fiECD Or( OF TUKWILA Wy ENTER 12248 43rd, Tukwila - -- - __- . ' 0100. Lol4 aL L- --- 5 -b' I'6' FJ1OV EXISTING WALL 4 REPLACE W/2x WALL4 FOUND AS REQUIRED EXISTING MASTER BEDROOM EXISTING DEN BAT 2b�1 81'0' r Y 2' -0' ADDITION TO EXI5TI ATH SCALE-V l'-gr 6 EXISTING UVING ROOM 33'-0' MAIN FLOOR 5• x5' lt)tXfWN►�IKY; NOTE: ALL ELEC. OUTLETS TO BE IN5TALLED ' FERU8C I a REMOVE EXI6TIG K T-6 r 1 I f 18x24 CRAWL ACCES5 EXISTING LAUNDRY EXISTING GARAGE N ZONE REV riots: SHADED AREA INDICATE PPO5E NEW CONTJCT ION DESCRIPTION f.101 [. ; ,x.11 v, .4 vi � g. N U 1 V � 12248 43rd, Tukwila - *sI,n rou II_. hide s.er...• mama peel m - IMOD T T) rE � OF RECEIVED CITY ailACT CENTER APPROVED BALCONY OP 0 r 0 1 1 • et:V.44C.25a -0` 8 -0 ls-60 0 J' f 2 5 / f x 5' xt VI ff t+ 15 ,0 UPPER FLOOR SCALE 1/4•31 l e -6 1 212x3 4E teAtt,INet4 r! It t 1 --'1'itufp eer vixt NOTE6: ALL exec. OUTLETS 70 BE INSTALLE PER U8C UNLE5& OTWER WISE NOTED i 1 1 . 1 ( - / A . . ,.; VIA( . ZONE REV c i l l sombilipas web* aim own ix, alio DESCRIPTION DATE APPROVED pE' de5i � n pc3 rou 12248 43rd, Tukwila SHEET *4 REBAR OO(L(2) W/ MIN 6' EJI8EDDED AFOXY GROUT W/ P_0' OVERLAP v. r L L x16 1-4,44:7YiRM "O. c iz•-ev/ 74)(241 1 1a' tl space e lu / b tilL. 13EACK VARPOR 1 1:3A4RIER CONT. 1 2 011 ■ J EXIBTING FOUNDATION FOUNDATION PLAN SCALE: 1/4 25' -0' 1'x14' MIN. SCREEN FOUNDATION VENTS /014 24'44'x8' DEEP CONC. F w/ 4x4POSTw/tIETAL ANCO(TYPICAL) #z EAN ' i � ri /2--i 1/ V r� EXISTING SLAB 8' CONC. FOUND. WALE w/I&I FOOTIIJG �4 REBAR • 18' 0.C. ( 41 Noit °°'rc. Pe a 10% s rt-' iN S - pA. Let. . *4 RE6AR DOLLEL(2) IN MIN b' EMBEDDED APDXY GROUT Wi 1'4Y OVERLAP — J J ZONE REV , ott"' -r 1 rb f. v DESCRIPTION .,--;;;;;‹ -- P A1/4 KS de5igngroup RECEIVE CITY OF TUKWILA 1PESIS7 COMP- DATE ENTE DATE 12248 43rd, Tukwila E �� i I, VIWC WEST DIFUIL DING MA TERL4L S SYSTEM WARNINGS Warring: Mambo: exceeds thickness of a oerrlW support. - Object: Flush Bean~ (12) WARNINGI - A skewed end bearing exists for joists and requires skewed end cuts. Plot lb Length Product R,1 17' 6" 1 1/4" x 9 1 /r 1.3E TemberStrend LSL Pci 3' 7.75" 9 1/2" TJI/Pre- t50 Joist 11b1 1' 1/2" or 5/6' Wier Meeks PM 10' 1 1/8" net Piller Blocks Shl 4' x 0' 23/32". 3/4" We/ . Edge Gold (24" Span fit) A complete 11-XOert frog play includes tits This Joist Builder's Guido or Pocket Guido ACCESSORIES LIST Wit # of Net Qh► Miss Q'Y 6 1 5 1 1 1 S 1 8 1 1 1 19 1 19 HAMER LIST - Simpson Stray -Tie Compseey, INc.• • Plot Qtr Product libel Tap Neils H1 12 IVT'29 ,I2 6 I11T29 143 1 MIU29- 2 144 1 I1T29.5 44110 Hy rotas Notes: (1) Indicates nen- stocked hewer (5) Becher Blocks Rewired (6) Filer Necks Rewired Pecs Neils Moeebor Neils totes 114110 24110 e -N10 2 -N10 14 -N10 2 -N10 24110 24110 (5X6) ( (5X6) • Piet lb Lath Product J1 26' 9 1/2" TJI/Pro -150 Joist J2 25' 9 1/2" TJI/Pr, -150 joist J3 15' 9 1/2" TJI/Pro -150 joist 34 12' 9 1/2" TJI/Pr o -1x30 ,foist 35 10' 9 1/2" TJI/Pro -150 joist J6 9' 9 1/2" TJI/Pro -150 joist J7 0' 9 1/2 TJI/Prro -130 Joist JO 7' 9 1 /2" TX/Pro-150 joist J9 4' 9 1/2" TJI/P+ro -150 joist M1 9' 3 1/r x 9 1/r 2.0E Parallels PSI. M2 10' 3 1/4" x 9 1/2" 2.0E PsrsMna PM. JOIST AND SEAM LIST cio -,50 Veit 1 of Net QtY nos QtY 6 1 6 1 2 2 6 1 6 12 1 12 1 1 1 1 2 2 5 1 5 1 1 1 1 1 1 1 1 1 1 1 1 design group �iarTl� iMO�i J04 COMMENTS Customer: Peke 0�� Jett: u��.. C.uslomer: Preies beige Job: Mitten T . TJ1019 Filets: 1019 -Add itiso 5elesPerses: Jenne I CREATED r/ 1720 Centre* Ave S. wtt WA 9e032 z53- e5+ -3604 L Fix: M-e52150 �TJ•X ert� p File Now 1019- oddifion.J00 Level Now: tlppor Floor Piot Oats: 10/22/2002 14:12 Design Dote: 10/22/2002 14:06 brewwiee2 Scale: 1/4' • 1' Job Stetus: F oundstlea.... F oundetion Wow Floor...Plotted 10/22/2002 14:06 Roof Selected 10/22/2002 14:05 NOTE: yawl desist times indicated above provide (*arenas far rropsr lwri steel**. Upper levels matt have earlier deser times. NOTE: Info rmetion bee been le parted from: On: D_ Methodology: ASO Floor Area Loodine Is: 40 oaf Live Load 12 psf Deed Load Meadow Joist Deflection: L/480 Live Lead L/240 Totes Lied TJ - Pro Retina Inforeaotion: Weighted Averse*: 54 Lowest Wine: 43 Ilkiltost Retina: 73 Glued i Nailed bedtime is Rewired Direct Applied CeiN., of 1/2" Gypsum is Rewired Floor bedtime: 23/32", 3/4$ Waco Edge Geld (24' Span Reties) • Narwro' O.C. Spacing = 16" Default Well 1 Seem Width: 5.5r" T.7-Xpsrt 6.17 (1601) D C6.17 06.17 56.17 P6.17 Veins noted otherwise SYAA9o1. LEGEND I TA Joist Type M lUetempdr Product Typo Deering W.M Beam 880 Beam ey Others (ISO) H Hefter Type Li Heger Symbol Pc Perms Closeei, Type Point Lied Lew Lead . - 1 Arse Lied 1 jj Ss ri. %Yid* Lobel V 12248 43rd, Tukwila LEVEL NOTES Joist Lope* Sreiol Lied Ww Detail Caput Label (See 8ierder's ieids or Pocket COW TRUS JOIST FOR THE TJ -XPERT WARRANTY SEE BUILDER'S GUIDE OR POCKET GUIDE Preliminary Layout for Review and Apparel I. I CD CD ......................................•••■••••••••••••■•••••••■••• • .1.01•110.•••••••••••• • • ••• ...41. .e. ••=.4 • • • • . • . • . • . • • • . • . • . . p . • • .m..••••••••• • ••• • •••••••....• . • • • ' 2: '7 --•*•—•" • • • ••••••■•••••••■••• *ea ■•••*••••••••••••*M•110.•••••••••••••................* •••-•■••••••• •••••••••••••••-. • ••••••••••••••■• M.• •••■• •••••■••••• • Mb - • •• •••••••••■•••••••••••■•••••••n. • -• • - . • • • , •••■• ••••••■•••••••• • ••• • .4. - .....•••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••■••••••••••••• •••■••••••••04/.... •••■••••■••••• MI..... .m111. ••••• •••••11.....• - ••••• ••••••• • ••••••■•••••••••••••••••••••• a• 4•••••••••••• • .••••••••■•• mow.. •••• • .......a.••••••••■••••• • ••••••••■•• •••••• 2'. ....•••••• •••••■•■••••••••• 23-0-0 25-0-0 • I •••••••••• . • . • .• . • • 44 • • „.„. •,. ..••••••••• • ••••••••••••••••• ••• ...ow • ' • • ' • ".. • " .••••••••••••••••••••- . • • MEMO. ••• Iv 44. OM • ',. ••■•••••••• •••• •••••••• ••••••••••••..•••••••••••••• ...••••••••••••• ,e,....•••• ••••••././....... • • • me •••••- ••••••••••••••••••••••••••••••••••••••■•••••■••••••••••••..............................• • ••••••••••••• . • . . • • • . • • • o f 0 ••• ••••••••1M. • - . 0 BMC West Corporation 9721 — 40th Ave SW Tacoma, WA 98499 Telephone: 253.582.1444 I Fax: 253.588.4535 Address. Telephone: 40 (68)PAKS DESIGN Job: K210030 PAILS cies' n rou atm Niniivro Mb* ON= prolia IRECENE art oF worout PERMrr CEOSF• essert Wag Scak: : 4$ I Dm: 1W22/2002 I Dam By: Jim Osborne! lb l 11111101. 111001130,111 12248 43rd, Tukwila rO • TABLE 23- 41+1 TABLE 23-2 OR SEISMIC FORCES IN POUNDS PER FOOT FOR W STRUCTURAL /16 • . ' v 23-114.1----ALLOWABLE SHEAR FOR WIN!? O ,s TABLE Z3- 1I-I -1 SHEAR WALLS WITH FRAMING OF DOUGLAS FIR- LARCH OR SOUTHERN PINE 1 . 2 .$ Ovt:R ' ► _ OR wrincot (14 me) d PANEL GRADE Structural 1 MINIMIUm NOIMNAL PANEL] pialtaal C -I), C-C Sheathing, plywood panel siding and other grades covered in USC Standard 2 3 2 oh 23 -3 -13- -- x l$.4 for NON '/16 AlsoutAl NAIL Mell1RATION IN FAWNS , 1 PANELS APPLIED OIRECTLT TO FRAMING -- P1111-1.--$44411471—Panal lailsit (1w.) Nall Wm x 211.4 ter atm (CenMnoNr �_.._ .. _�... _ -............r • . 3 . 7 --A..•... (Comma 4 ._. __ L _-- oaw - - - -- -- � ...�� x r x x.0 /4$ for MOM : i '' - �d 2 300 390 510 8d ?.UO 100 ion 230 360 4614 6114 Rd " ? 5 395 Spy 67 1 lkl rT 6 430 5s0 � 730 510 665 870 270 350 450 Iid 180 _ 270 200 3(() 1 S/a i (kl :340 1 (d 180 200 3100 390 510 __ 320 410 510 1 $d -- vier 3. 45() 5145 Ilk! _ 380 490 640 s 460 600 M 70 510 665 570 lOd 310 340 mat lie lastvaniseir __ I 140 210 275 360 Plywood panel 5/1a 1-- l4 Rd siding in grades .__ _ _ .... covered in UBC i� 111, L Kd ► 160 240 310 i 410 111d Standard 23-2 _ _ R ••-• I--- -- _____ ....._.. _ �r horizontally or vertically. Space nails at 6 inches 11 TAII panel edges backed with 2-inch (S I mm nominal or wicfcr framing. Pane inslalle+� � installed on studs spaced 24 inches (610 mm) on center cult! 12 inches Nutt framing members for � /g -icich (y.S tnm) and /16 in �:h (11 mm) PaeMC � u wind or earthquake and must be nod 25 Vt�tM Along lntenrlad 8 l thiekacsses. Thwart values are kw short -time loads due t (30S mm) on center for other conditions and panel Allowable sheerer' values for nails in framing nr b lti lying for'tonna, loading. rtnbers of other species set forth in Division III. Part III, shall he calc:ulutrcl for all other Z g than nw ltip A the shear capacities for nails in Structural I by the following factors: 012 for species with specific gravity greater than or equal to 0.65 for species with a specific gravity less than 0.42. either side. 1 joints shall be offset to fall on different is ied on both faces of a wall and nail spacing is less than 6 inches (152 mm) on Ctlltct o metered. ide, pane j Wheal; training are a members or fra ming shell be 3 -inch (76 nun) nominal or thicker and nails on each side shal ion :i1ors and all framing rtwcrtbers receiving edge trst 354 n foot (5.11 N /mm). foundat pI c iving ( �` Seismic Zones 3 and 4, wheae allowable sharer' values exceed pounds per nailing from abutting panels shall not be less than a single 3 -inch (76 mm) nominal tncmher and foundation sill plates shall n than } F inal sill plate mm) nominal member. In illCar was where total wall design shear does not exceed 600 I��per fool (8.76 Ninon), a suAg Ntlay be used provided anchor bolts are designed for a load capacity it of 30 nt or less of the allowable have a minimum of 2- inch-by y P� f htlwable capacity and bolts c I in all caws. late nailing shall he staggea'e by- 5I mm by 51 tern by 5 mm) thick plate washers. Plywood joint and sill p � dared b framing may be increased to Woes shown for 15 /32--inch (12 men) panels. provided a't'!te value: for � /g•ir>i•h (9.5 mm) and 7 114-inch (1 i mm) panels applied with dimension across . on cuter' or ale al studs am spaced a maximum of 16 inches (406 nun) Pis SGalvatiaei nails shall be hot - dipped ur tumbled. .. . 4010Mv wrastaas •. .ji* r - .400∎.0..y • 0•.NM. +,..,,M.. • . ±11(`_ I I NI • Nei iGaivanlaad MT UNIFORM BUILQMS:1 C;(44 de MN Spacing at Pout Sim 280 _...^........r.. 260 380 . I i • • _ f • 430 • 1111•4 let tr» . U 210 275 360 4 -ycn • I I 160 240 1 310 f 410 rNt�l 7 • .t --11 • / rgr m . 1: f •t•i1 • •' 1. • • 1. • ' •• .t 1(: .. t. v' . • .t t' t . �AR NA: G SC�uLI FOR SB 7/16 ;'1` tit' I ()P4 - I I.MIILL)1 tit .1 1.. tdc.)(: c. I; 1'111 1 WINS? E XFO 'I1liel. ► t•S ci '51 • Z(.. : 3 I_ (.);LL.r 01: AP L()A[) t'c • v ..f I ..l A () 1.041.) 41.) 114:41L t.tAU 1.3A1:) ii It•i .: It. III t I. I 1, T I },.�..i� ►I I1I)ek it' /l 11 1 e F' ; •, I I ..f.; `;._ �' ' J I • , ' 1 -� . i.r �� Yr� W I l• Ic.a ems roa I • f•_t o Vo cb • VOWS �w VOWS t� 1 . 00. MO N& F .1 1 I '4 ! siv I •10 pa I :) . s I" 1r; psi ItZ) 1.)6f 10 per r; R 1 l I 1IOLVDOWNCUWUIJE SYMBEI. }IAN) HD lit) III) 11 is IIPAI U)22 • SW2 SW3 SW4 SW2 SW3 SW4 SYMBAL SW' I SYMBEL sw1 os° Ist toari HU14j1UWN M'ASTNERS ........■• M • _ .. ..••1.••' .••.•1•...r.••••• • • • • • i ...w.. _ jik?6 -••• ...+--wwrrrw. --- %• - 1lP1 U P111)2 EDGE NAILING ot. 4" OC;. 3" OC To 3,c ISrurts 3"OCTO3XSTUD WITH lOd BOTTOM PLATE (2) ROWS 16d (a3 MC. (2) ROWS 16d ® 6" OC. DIAGNAL PATTERN (2) ROWS 16d @ 4" OC. DIAGNAL PATTERN (2) ROWS 16d ti4 3"OC DIAGNAL PATTERN l FIELD 8" OC "PS*VI Poc1/4K5 d@' n Maws. eirkeiosa SWOP* Mos (TA,' IMP ENO STUD THICKNSS 3" 2 STUDS 3" 2 STUDS 41/2" 3 STUDS 3" 2 STUDS 3" 2 STUDS SHEAR NAILING SCHEDULE FOR PANEL OSB 7/16 6 " OC 6" OC TO 3X STUD WITH lOd LSIiEARNAIUNG FOR BOTTOM PLATE / TOP PLATE TOP PLATE (3) ROWS 16d TOENAiLED (x312" OC. DIAGNAI. PATTERN (3) ROWS 16d TOE NAILED ® 8" OC.DIAGNAL PATTERN (3) ROWS 16d TOE NAILED @ 8" L OC.DIAGNAL PATTERN (3) ROWS 16d TOE NAILED @6" OC.DIAGNAI. PATTERN NAIL SIZE 8D 8D 8D 10D BLOCKING (2) lOd BLIND NAII. EACH SIDE OF STUD ca SEAM BREAK OF SHEATHING ((2) lOd BLIND NAII. EACH SIDE OF STUD (2) ioa BLIND NAIL EACH SIDE OF STUD 12248 43rd, Tukwila 4 i (3) 104 BLIND NAIL EACH SIDE OF STUD (WHEN BLOCKING IS AT , L BOTTOM PLAT SMEE T 1 12 •• . . u . all • • ..... • . -• • • .••• •• . • • • . w .a. • • BATT INSULATION - - PER PLAN SIr1PSON H-1 SEISMIC TIE • 48' OTC. (3) 8d NAILS • E ACH RAFTER 2 X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN CEILING JOISTS ..... PER PLAN (3) ecl NAILS • EACH TRUSS SIMPSON H-1 SEISMIC TIE • 48 O.C. 2 X STUDS PER PLAN BATT INSULATION PER PLAN _ FLATE VAULTED CEILING 3KYL IGNT .,►+.... .• .. /aw - , so**, ...•... .-. • ...r. • 44.. r t e SLAT CLLING -s CRICKET 2 X 6 BUILT -UP CURB N N. t t S .GATT INSULATION % s PER PLAN N. � ♦ (2) 2X4 2X4 NFU* IFRAMING Us III INK ----- alb MIN ------ •.11111MI MOM VIII ..MI ' TYPE 'X' GAM • •.III••••••■ .. *Ohm ,......• .w. HOOFING MATERIAL PER rLhVATION OVER ILDING PAPER D ATHING PER PLAN _Iti ROOF FRAMING EMBERS PER PLAN INSULAT ION BfL E UiI I-I/2' CLR. AIRSPACE 2' CLR. 8d NAILS • 6' C.C. INTO VENTED BLK'G F1QESSURE BLOCK W/ (3) ad NAILS INISI -I PER ELEVATION OVER TYVEK WRAP OR AIR INFILTRATION BARRIER OVER SWEATHING PER PLAN SCALE : I' • 1 \i% t■ 111 Waal littlit ILVAI 19 • • ROOF I NG MATERIAL PE R ELEVATION OVER IBUILDING PAPER 4 SHEATHING PER PLAN PROOF � EMBERS PER PLAN INSULATION BAFFLE TO EXTEND 12' ABOVE INSULATION WITH I I/2 CLEAR AIRSPACE H VENTED 2X BLOCKING W/ (3) 2' DIA HOLES PER 24' 0.C. FASCIA BOARD PER PLAN --- 5' CONTINUOUS METAL --- ---- -- GUTTER 1 PER PLAN INISH PER ELEVATION OVER TYVEK WRAP OR AIR INFILTRATION BARRIER OVER SHEATI-4M PER PLAN SCALE : I• * l'-0' 2) 2X4 SKYLIGHT SIZE PER PLAN W/ 4' MIN. CURB FLASI 4ING AS RECOMMENDED 5Y ACTURER (2 LAYERS LAMINATED GLASS • .12' -0' AFFJ 2 LAYERS TEMPERED • - I2' -0` AM) fUETTRI) TRU6S SCALE s r • r-cro I . •►.N►. n. ►F..r .. ...�tY*M •.....►.. rrr / •••M•••• r•.,, �K.r Mit.l S •.rbA 4/. ,rM wN s _ •• .Y4M••••• � �.�•. • ......•••.— ...sr• - L is- 11' - L llrf EXTERIOR WEAK WALL PER PLAN STRAP PER PLAN 61111C w Ha4b JOI6T MANGER WALL WRAP LcATIOPIS ONLY 2X RIM CANT. *el • EXT. SWEAR WALL PER PLAN 2X 501.E PLATE NAILING PER BCNEOtX.E 6lMP50N 146 SEISMIC TIE TO la.R JO18T AT LOCATIGNS OF SWEAR WALL •ThtAPS OILY 2x aUca • STRA LOCATIONS ONLY 2 x 6 NAILER W Ibd•4'OTC. C4N.TILEVK FLOOR JOIT FAMING aeleallaaaa..40%.*.w rw.r• w V wr•r• VM.. ■•.0.MM•Malea.•.w.. wow. •amaa...M.w 4 L41 ,11 1 i►T111N •..••.1•••. .•r :. ING 0 ft-AN 1 ik;1. fAVIN6-.. 1.0 ovoeft° )( — irir)( 1'(1rb4EAL b( -- P 30 KS design groin vim.► r...► -.� — 14# sir N•i sei4n+14 nd 40 a• op? tiAIL4 vA4 rArTor y•rrr%44I rrM 140141-rK[ rt44 ZX yrt+Pi NC. fW' Prif I►IfNL r,�: %An wow rrg. K.w e � • yftyo (114 Me v400. - I0a4 -1649t, irsiACK yr" Z -+* W#cCoPti RECEIVE' CITY OF TUKWUJ pERm T CENTER 12248 43rd, Tukwila 1 ... -.. ..i .�.....�......r -- _ •••■•.......... • — 1? • ot • FRAMING 4 FOUNDATION D IMENSION — FINISH PER ELEVATION OVER TYVEK WRAP OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z • FL4 SING p TRIM OhlAl 6' MIN. 30' MAX, 4' DIA. PEW. FOUNDATION TRAIN NAIL $14EATNING TO HEADER 4 OJC. E.W. APA RATep SHEATHING—to- 3/8 MIN. 24/0 EXP. 1 •nom II II APPROvED O GON►�� F lAcyriELS FADE •OF CLEAR WORIZ. SEE PLAN FOR SIZE LATERAL RESTAINT PANEL • 2X P.T. (I) 0 4 BAR CONTIN TIGNTLINE :O_T0RIb1 DRAIN REGx D rb" FOUNDATION WALL HEADER I► • 1 111 ►�1� ►��t��111 (2) 1/2•x5 1/2' LAG BOLTS T+ 1 JOIST INTO POST P.T. DECK JOIST PER PLAN FOIST CAP PER PLAN DECK • 0 "a; • 40-■ , . C2) BAR CONTINUOUS SEE PLAN FOR DIM I I VERT. *4 • I' O.C. 2X6 P.T. TOP RAIL 1X4 P.T. EACH BIDE 2X2 P.T. PATS • S 3 /8'0.C. DC4 P.T. EACH SIDE 4X4 P.T. POST 2X4 P.T. DECKING 2X STUDS PER PLAN BATT INSULATION PER PLAN E3ATT INSULATION PER PLAN 3/4' T.46. PLYWOOD SUBFL OOR GLUED 1 NAILED FL R. JOTS. PER PLAN x / BOLTS 4 2 UJASHE PER SHEAR WALL SCHE D. 1 • MAX. 4 4 1/2' MIN. FROM ENDS. 4 1' EMBEDMENT. (ELSEWHERE USE 5/8 D I A. X 10' A. B. tU/ 2'x2'x3/I6' WASHERS • 48• O.C.) 0 4 BAR VERTICAL • 16' O.C. I4ORIZONTAL • 10' 0,C. b MIL. BLACK V. B. is d NAILS • 3' O.C. AL PLATES, . �- -- 4 STUDS F T. Ar 3/8'x5' SCALE : 1 • • 1'-0' 2X TOP PLATE 1 t Il 1 X �TUP5 NAi 61IEATNING T , O E C (2) ROt � STUD W/ 10d • 3 • 2) 2X BLOCKING ANY PLYWOOD JOINTS 1(2)2X PLA 1QNAIL EACH PLATE � H SCREWS T IROUGi4 P.T. LEDGER INTO lefel ,1ST. • 16' OZ. CST - •�-- P.T. POET PER PLAN lso�.aTEr� Fo�oTN� P!R PLAN AN 14-. T BASE PE PL • � ice.: � � a� f f `...� i . Q::1 � i •• ".."1*: • •: 19,4*- NOT TO SCALE r • r.00 FR.At'1ING 4 FOUNDATION FINISH PER ELEVATION OVER rt'VEK WRAP OR AIR INFILTRATION BARRIER OYER SHEATHING PER PLAN Z - FLASHING OP f?IM AL 6' MIN. 30' MAX. m 4 DIA. PERF. FOUNDATION DRAIN GARACE FOUNDATION WALL DIMENSION FINISH -1 PER ELEVATION OVER TYvEK BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FEAST -I NG T es me* 30' MAX. (1) '4 BAR CONTINUOUS REQI.11 RAM RED BOTTOM OF BED_....,. ATI .•� .►.-ice rr.:�� -- -- - �.r��.... - - 'fit' _ -- L 3 4 L_ 6 ' L • 1 •1,:•• • a • • '• • TT I A • • v• • • • •• ~ ;.• •; • •;.•.•. ,• • ;.. 0•i ... • .•r • ., ...... • •• .:� • .• .;• • + . :10 ■ • .41 . :It • `,:, `AL • .:: al • ; • �'i • :6.4 t . • •'1 • s • • • a►.i • • • uy s ••• �. ' ;i • •. 4 4 • FLR JSTS. PER PLAN BATT INSULATION PER PLAN 3/4' TAG. PLYWOOD SUISFLOOR GLUED 4 NAILED ! � j � j � j � j � j� j � jT j� j� j � j � j� Tom '• . . . •M •. • N• • • • . �• PER PLAN CONTINUOUS FOOTING 2x STUDS PER PLAN 2x P.T. SILL PLATE w/ANCHOR BOLTS PER 6NEAR WALL SCHEDULE 12' MAX. FROM ENDS 4 1' MIN. EMMEDMENT. USE x2 x3/16 R (EL (ELSEWHERE USE b/8 D IA, x ANCHOR BOLTS • 48 O�w/ Z x? x3 /Ib WASHER) 4' CONC. SLAB OVER 6 MIL. BLACK V. B. OVER 4' GRANULAR FILL ' 4 OAR VERTICAL • 16 O.C. 4 WORI ZONTAL • 10' O.C. (2) •4 BAR CONTINUOUS • SCALE : I' • 1' -O' 5E,4h1 PER PLAN 2 X 4 CLEAT EACH SIDE P. T. POST PER PLAN 6 MIL. BLACK V. B. (2) 44 BAR CONTINUOUS CANTILEVERED FLOOR JOISTS SCALE s I' • 1'.0• 2X STUDS PER PLAN BATT W3W.ATtON PER PLAN GATT INSULATION PER PLAN 3/4• T.iCs. PLYWOOD SUBFLOOIZ GLUED a NAILED ! ,►I /11111tlt1��411t /1t f a e �►ra oeo a eu �� 4' POUF. 4 * dr* MIUNaAtioN DRAIN x SOLID BLOCKING : I' • r.pr N2x P. T. SILL f='L. W/ ANCHOR BOLTS a 2'x2•X3/16' WABWERB PER SWEAR WALL SCI4ED. 12' MAX. 4 4 1 /2' MN. FROM ENDS. 4 `1• EMBEDMENT. (ELSEWHERE g USE S/8 D I A. X 10 A• I3. W/ 2 x2 ' x3/1b WASHERS • 48 O.C.) *4 BAR VERTICAL • 16' OTC. . s 4ORIZONTAL • 10' 0.C. t l FLR. JOTS. PER PLAN 6' MIN. 30' MAX 6 MIL. BLACK V. S 10 2X 611.406 PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN - -•-• 3/4' T.G. PLYWOOD 6UBFLOOR GLUED 4 NAILED I4OU5E/GAAGE FOUNATION WALL { Raj Y• • • • EXTERIOR SHEAR WALL SEE PLAN 16d NAIL • S' OTC HOLDOWN PER PLAN -� (I) 0 4 BAR CONTINUOUS 4' D I.4: PERF. FOUNDATION DRAIN T IC3HTL INE %PP- QUI �. • _ •• • t 4' b' 4' • • • Ir e :, ■ • • : •� • : � - U +i - • (2) *4 BAR CONTINUOUS •• • •• 4 X 4'4, D' 4, 4'4 EXTE 34EAR WALL /PANEL DETAIL .. .N\-`) \ P03 12248 43rd, Tukwila f 1K3 design group 141 :4P4 46 :4C 1 16' 4 :t ie fil s ..241t. :9 74 • 1 4 l i 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN FLR. JSTS. PER PLAN 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHE WALL SCHEDULE, 12' MAX. OM ENDS 4 'V MN. EMBEDMENT (ELSEWHERE USE • USE DIA.X10 A.B.W/ 2 x2'x3/16' WASI4ERS • 4S' O.C.) E *4 BAR VERTICAL • 16' 4 HORIZONTAL • 10' C.C. 6 MIL. BLACK V. B. FRAMING 4 FOUNDATION D N$ICN INSTAL. b /8' TYPE 'X' &W J. 4' CONC. SLAB OVER 6 MIL. BLACK V • OVER 4' GRANULAR FILL. 2) BAR CONTINUOUS SCALE 3 I' a I'a•0' SCALE : I' • 1' -0' RECEIVED err( OF TUKWILA • PERM T CENTER