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Permit D03-029 - LOWER JUNCTION - LOT 7 NEW SINGLE FAMILY RESIDENCE
LOWER JUNCTION LOT 7 5442 S. ISOTH ST. D03 -029 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Parcel No.: 8733000070 Permit Number: D03 -029 H w Address: 5442 S 150 ST TUKW Issue Date: 04/08/2003 Suite No: Permit Expires On: 10/05/2003 6 v 00 ND Tenant: w Name: LOWER JUNCTION - LOT 7 Address: 5442 S 150 ST, TUKWILA, WA w 0 Owner: Name: SCHERLER ARNOLD E II Phone: Address: 5436 S 150TH ST, SEATTLE WA w d = w Contact Person: _ z !— Name: DON TRYON Phone: 425 255 -6518 F. 0 Address: 14420 SE 84 ST, NEWCASTLE, WA w I— • w Contractor: 0 o Name: TRYON CONCEPTS LLC Phone: 425 - 255 -6518 0 — co Address: PO BOX 146, RENTON, WA Contractor License No: TRYONCL013DH Expiration Date: 02/11/2005 = 0 H F- DESCRIPTION OF WORK: u 0 CONSTRUCTION OF A NEW 2,365 SQ FT SINGLE FAMLY RESIDENCE, 525 SQ FT ATTACHED GARAGE, 114 SQ FT COVERED DECK AREA AND 100 SQ FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: CURB CUT, ACCESS, SAN. SIDE SEWER, PERM. WATER METER, STORM 0 DRAINAGE, TESC, LAND ALTERING, UNDERGROUNDING OF POWER, AND WORK WITHIN ROW. Z Value of Construction: $233,487.54 Fees Collected: $2,882.35 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 doc: Devperm Public Works Activities: DEVELOPMENT PERMIT Curb Cut/Access /Sidewalk /CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: Private: N Private: N ** Continued Next Page ** D03 -029 Public: N Public: N Printed: 04 -08 -2003 O 1- City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Signature: Print Name: OD doc: Devperm GCav ' �G� 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. D03 -029 Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 04 -08 -2003 ::LJ1i..iilih.:.L'a:+•a.:.:L �.'...:._i.;i �.�.�'.�.1.::..tvw:LUl.a City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 8733000070 Address: 5442 S 150 ST TUKW Suite No: Tenant: LOWER JUNCTION - LOT 7 PERMIT CONDITIONS Permit Number: D03 -029 Status: ISSUED Applied Date: 01/27/2003 Issue Date: 04/08/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206 - 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: 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. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Manufacturers installation instructions required on site for the building inspectors review. 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: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 16: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 17: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. doe: Conditions D03 -029 Printed: 04 -08 -2003 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 18: 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. 19: Any material spilled onto any street shall be cleaned up immediately. 20: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured). 21: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities. 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 23: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 24: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 25: Applicant shall provide a copy of any private easement agreements between lots prior to final sign -off and acceptance by Public Works. 26: Comply with geotechnical reports by Cornerstone Geotechnical, Inc., dated March 3, 2003 and April 26, 2002. 27: Geo -tech Engineer site approval prior to Building Department foundation approval. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: /)(;A //G Print Name: 7 C) D03 -029 Date: 4 c• Printed: 04 -08 -2003 City of Tawila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 WATER METER INFORMATION z Parcel No.: 8733000070 Permit Number: PW03 -010 = H. Address: 5442 S 150 ST TUKW Issue Date: re Suite No: Permit Expires On: LLI JU 00 W0 W I J i- U) LL W 0 METER #1 METER #2 METER #3 2 5 . u. < c CI Water Meter Size: 0.75 0 0 H w Quantity: 1 0 0 Z H Water Meter Type: PERM Z 0 w Work Order Number: 5204a03 j Q . U Connection Charge: Y $60.00 $0.00 $0.00 0 DESCRIPTION OF WORK: PUBLIC WORKS FEES FOR D03 -029. CONNECT TO CITY WATER, SEWER, STORM , CURB CUT. INSPECTIONS DONE UNDER D03 -029. Installation: Y $490.00 $0.00 $0.00 W Additional Install Deposit: $0.00 $0.00 $0.00 = 0 Plan Check Fee: Y $10.00 $0.00 $0.00 u_ 1 Inspection Fee: Y $15.00 $0.00 $0.00 — Z Turn On Fee: Y $25.00 $0.00 $0.00 U 0 F- Subtotal: $600.00 $0.00 $0.00 O F- Z Cascade Water Alliance (RCFC): N $0.00 i'3 i'i' TOTAL WATER FEES: $600.00 doc: Miscperm PW03 -010 Printed: 07 -25 -2003 Site Address: 37' 5, t SO sir- %rtLwc (C. Tenant Name: l Property Owners N a m e : ,4 r l o � g l 5c 4e1 e' (e /— Mailing Address: 5 7 5, ( S e S-f- Name: V o " ✓ 7 ) , tit / Day Telephone: .92'S 25 6 7 8 Mailing Address: 14'4 . 20 6' 8¢ S'� NP G.�C�S G )a 7er0 5 9 City State Zip E -Mail Address: !''YOK (.& 4 , Fax Number: 4 5- 255 ?G ?e1 Company Name: i7 i) < c# ' 5 44e Mailing Address: p 0 t50- (4b O g-f r City Contact Person: -To& I Day Telephone: *5 JCS G ce'2" E -Mail Address: Fax Number: .ZS ZS.5 j� Expiration Date: .2— el "'En 3 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Contractor Registration Number 7'O/ )C O ( 33 ,off ARCHITECT,.OF: RECORD 'All plans must be wet stamped by Architect of Record Company Name: f ` O ` O6/' 1-c‘,. 'I`'r c 7CS / Mailing Address: /q3 r ( 5E /G 57 &7(C r/ue City Contact Person: E -Mail Address: ENGINEER OF RECORD. All plans must be wet stamped. by Engineer of Record Company Name: 47,6/1 4e. ( S Mailing Address 1J(/ %' (G 57 5Qf�Pt>''ve City State Zip Day Telephone: .S3Zo • E -Mail Address: Fax Number: 1E5 ( 53/ ? Contact Person: .applications)pennit application (1.2003) 1/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Page 1 xt . C•!i#s�4"l l k!!+' + afi,t ca'ru,n.V<rzh. 4WAVAPAPK t+ sr „ •.,•.F ::••• , �•,*.v�•., na;��. ,. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.:'7, j ado " 0076 Suite Number: Floor: New Tenant: ❑ .... Yes 0 ..No City e„..)1 fate Yte/err Zip State Zip wg P, ? State Zip Day Telephone: 45"" ‘4 514° Fax Number: 1 5 6‘(/ / S 7/ Z G 7 ts^: y;.: p:• r?: s1" vts��m# rr; r,. �rJar;. visVt9� • #E�ssst;(Ai£'�aYf� ,:x« BUILDING -P, ERMIT, INFORM% ilON =- 206,431 -3670 Valuation of Project (contractor's bid price): $ /6D CJIaD, Existing Building Valuation: $ Scope of Work (please provide detailed information): AI r4J (ctio 4 4, e_ Will there be new rack storage? ❑...Yes 0 .. No If "yes ", sec Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (arca 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): q� 79 Floor area of principal dwelling: Q. ( Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 4 Compact: Handicap: Will there be a change in use? ❑...Yes 0.. No If "yes", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0 .. Sprinklers ❑...Automatic Fire Alarm ❑...None 0.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the 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 ~City of Tukwila Water District ❑.. Water District 1 ❑... Highline Water District ❑...City of Renton Water District Sewer T8.. City of Tukwila Sewer District O.. 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) \applications \penult application (I.2003) 112003 Page 2 ' ?i Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC -.,: Type of Occupancy per ;; : ; UBC 1st Floor 2 " Floor ! j 50 3 Floor Floors thru Basement Accessory Structure* Attached Garage G . Z S l Detached Garage • Attached Carport Detached Carport Covered Deck 1 � ,/ Uncovered Deck . t 00 BUILDING -P, ERMIT, INFORM% ilON =- 206,431 -3670 Valuation of Project (contractor's bid price): $ /6D CJIaD, Existing Building Valuation: $ Scope of Work (please provide detailed information): AI r4J (ctio 4 4, e_ Will there be new rack storage? ❑...Yes 0 .. No If "yes ", sec Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (arca 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): q� 79 Floor area of principal dwelling: Q. ( Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 4 Compact: Handicap: Will there be a change in use? ❑...Yes 0.. No If "yes", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0 .. Sprinklers ❑...Automatic Fire Alarm ❑...None 0.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the 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 ~City of Tukwila Water District ❑.. Water District 1 ❑... Highline Water District ❑...City of Renton Water District Sewer T8.. City of Tukwila Sewer District O.. 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) \applications \penult application (I.2003) 112003 Page 2 ' ?i PUBLIC. WORKS PERMIT, .IN: RMATION - 206= 433 - 0179 Scope of Work (please pro ide detailed information): (15 4 4 Gt e C r7 l C t y Go e r Sr?�Je r r IAA , Cot" b Co 1` uNv Gac UJD/wJC tt PoWek STP4 - 4 1 , 1' us 0_ $ L,,i! No vritaidG Str t Use: Street Use Land Altering and /or Hauli r ❑ .. Land Altering: ...Cut 50 St (jm Drainage: .. Storm Drainage ❑...Flood Control Zone Water Meter Refund /Billing: Name: Mailing Address: ■pplicationa\pennit application (1.2003) 1/2003 Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑...Channelization /Striping 'Curb cut/Access /SideMlr" cubic yards Fill / cubic yards ❑ .. Hauling Page 3 City State Zip Se i er Information: .. City of Tukwila Sewer District ❑ .. Val Vue Sewer District 0... City of Renton Sewer District ❑ .. City of Seattle Sewer District ❑ .. Sanitary Side Sewer 0.. Sewer Main Extension ❑ .. Private 0.. Public Water Information: .. City of Tukwila Water District ❑.. Water District #125 0... Highline Water District 0... City of Renton Water District ❑ .. Water Main Extension ❑ .. Private ❑...Public ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct ❑...Water Only f•• Water Meter Permanent #: I Size(s): /S' l' WO 5Z,04. ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons ❑ .. Fire Loop /Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation 12(.. Miscellaneous: Vtc4)64tate OK POWER Monthly Service Billing to: Name: yoN ( C p7 Day Telephone: z(es ' (9 5O Mailing Address: A A?( (46 Rek7 C 32 City State Zip Water ... ❑ Sewer ... 0 Sewage Treatment 0 Fire Line .... ❑ Day Telephone: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 1 0,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU i Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Flood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind MECHANICAL : PERMIT . INFOkMATION . 206 -431 =367 MECHANICAL CONTRACTOR INFORMATION Company Name: Ofin` S ( fC'4 "7` Mailing Address: /Z G Z Z ?E /'t v )c t iri v 14 14 1 CA)* Contact Person: Ke perca ec E -Mail Address: ?kW City State Zip Day Telephone: � fZs Fax Number: fz`J ez 4 ( 41 Expiration Date: — if d Contractor Registration Number: /9/ /3.3 ` 774 * *An original or notarized copy o current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): 574 Use: Residential: New ....In. Replacement .... D Commercial: New ....D Replacement .... ❑ Fuel Type: Electric E] Gas ....E Other: Indicate type of mechanical work being installed and the quantity below: leira4 C( v L G.Jez 'ham 4a41 PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT 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 OR AUTH ED AGENT: Signature: T / ozc / dic1 Print Name: O ( 2c Mailing Address: g(2c Date Application Accepted: 'application permit application (1.2003) 172003 Page 4 ec.0 City Date: l 7- D 3 Day T lephone: O' 5 Z 5 5 6 5 7? State Zip Date Application Expires: Staff Initials: z k ?,.i, ids,,,:.s;::a .wtasca:,i3 sra3 1S tki` rax; " *4 ., z RECEIPT 1 W . e: Parcel No.: 8733000070 Permit Number: D03 -029 6 V Address: 5442 S 150 ST TUKW Status: APPROVED v 0 Suite No: Applied Date: 01/27/2003 u w Applicant: LOWER JUNCTION - LOT 7 Issue Date: . i U) w w0 Receipt No.: R03 -00436 Payment Amount: 1,748.65 g 5 Initials: SKS Payment Date: 04/08/2003 10:14 AM = d User ID: 1165 Balance: $0.00 Z H I- 0 Z I- O • E O I- w - ' Type Method Description Amount H U u- O Payment Check 2945 1,748.65 Z lij ow . OH Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 TRYON CONCEPTS, LLC BUILDING - RES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 1,744.15 4.50 Total: 1,748.65 7439 04/09 9716 TOTAL 1932.21 Printed: 04 -08 -2003 Z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRYON CONCEPTS, INC TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 8733000070 5436 S 150 ST TUKW LOWER JUNCTON - LOT 7 R03 -00081 SKS 1165 Payment Check 2878 PLAN CHECK - RES RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1, 133.70 Current Pmts 1,133.70 Total: 1,133.70 D03 -029 PENDING 01/27/2003 1,133.70 01/27/2003 10:35 AM $1,748.65 ? 7% Ti../27 9 716 TOTAL. 1398 :70 Printed: 01 -27 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670 8733000070 5442 S 150 ST TUKW R03 -00454 SKS 1165 Payee: DON TRYON LOWER JUNCTION - LOT 7 TRANSACTION LIST: Type Method Description Payment Check 2979 PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW WATER ASSESS - ALLENTOWN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE RECEIPT Account Code 000/345.830 000/342.400 000/342.400 000/345.830 401/379.004 401/379.002 401/342.400 401/386.520 401/343.405 Permit Number: Status: Applied Date: Issue Date: Payment Date: Balance: Amount 1,135.74 Current Pmts 10.00 23.50 43.75 28.75 439.74 60.00 15.00 490.00 25.00 Total: 1,135.74 PW03 -010 APPROVED 01/27/2003 Payment Amount: 1,135.74 04/11/2003 09 :46 AM $0.00 7626 04/11 1716 TOTAL 1135.74 Printed: 04 -11 -2003 Project:7-- 6, t— 7 Type of Inspec ion: ' ---- 7 >7/,ce Addres s t5 i l 2,- / q7 n Called: Special Instructions: Date Wanted;....e, Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 ,C3a3-oz PERM (206)431-3670 roved per applicable codes. 0Corrections required prior to approval. COMMENTS: Inspect Date: C 1:1 $47.00 REINSPECTIO) FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • is 376 COMMENTS: Type of Inspection: (0 f fled dddr+ess• ' - y JC,50 S ,..., Date Called: . 0 P/,(< /0 --' ----, .s `)1 Z7(4) Requeste ' (L/j( .. Phone No: U a�, - 35: - ki o 9 .._ 1.. t I ` r: \ 11 1 ! t, I 1 ,( \ 1 K I2 ! 1)"} t- t,. `,_.r..f c v "l P oject: P . / u }ctim - ),-`� Type of Inspection: (0 f fled dddr+ess• ' - y JC,50 S ,..., Date Called: . 0 P/,(< /0 --' ----, Special Instructions: Date Wanted: (a.m. 0 5 /OrZ p:m: Requeste ' (L/j( .. Phone No: U a�, - 35: - ki o 9 s PI 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 Approved per applicable codes. E1 Corrections required prior to approval. Inspector: Date: i( ) :/ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: i Oec..:u .tit../ la 7 Type of Ins ction: .ter Address: 6 - ..5 0/Z s /s-0 -5'7 Date Call d• 26 -0.3 Special Instructions: - j,?.a�1-oc�- , Date Wanted: -27 -0 3 a.m. p.m. Requester:„ Phone No: C2o4) &..`, 44W y INSPECTION NO. INSPECTION RECORD Retain a copy with permit ini '.ti!'i ��. ,� f :,;k,� `I 3'A'tl' it.' . S i . tr�rl N ` ` . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei , Corrections required prior to approval. COMMENTS: ri b L e6 / qin (1 o ? e 7 t' {1'71 S Inspect° :: Date: - 7.77- El Approved per applicable codes. 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: k: "�r • vi» lii�i :.'.�.: f.»f,��lx!V:':`.'dr �::urpi . "e+PtXC COMMENTS: Type of Inspection: Address: . ti '-i Z 5 „ / 5 25 ' Called: 7/ / 3 -- 7-) yel 3 r,r= Ct4,4 4 AAA PP G✓l c _ L-, ,[ L � A: ' AAA p-t) Ce∎to a.m. p.m. e4 ( 4 A I i A v Al c.,6 J.A* tM;+ � a L a � j -r u J t a c�it _ ri 4,1_,1 W [AI 7 o Qd t o i � C , (A-AI [.0 ‘-02,0 _t tc.e i , 7/3)/0 C_o utn L ( 14 J Q(/ 6 " 1J.�c, r . w / oid f .f A4 . ,�7I / ).--(.6 / /d5-€.,/ ye i r rimer /,_.: — ( 1,4-t -0 •. L 61 44, /Y � /� e /i L7 4 7 . Project: LEA 7 t k-m,... Type of Inspection: Address: . ti '-i Z 5 „ / 5 25 ' Called: 7/ / 3 . Special Instructions: ,Lo Date Wanted: /C / f a.m. p.m. Requester: Phone No: 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 Approved per applicable codes. Corrections required prior to approval. Inspector: 6U Date: 17 ///a 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. —A...2_7 Receipt No.: Date: COMMENTS: Type of Inspection: (,z)roP Address: /1 / C e0 vq!N 5 N l ".4i Jt 9i2-57 O ; - `"? CZ) fi e‘.- Vc )..x) j d IC. ti - -QU '1 tr' j m_ (a p.m. Request .r: Phone No: ao6 355-S/09 i I Proj ct: A e (j - - f - �6m - 2 - Type of Inspection: (,z)roP Address: /1 / C e0 vq!N 5 N l ".4i Jt Date Called: 0 0 7/20 / Sp €cial Instructions: • r c 'Cc�{ et . 0 j 6 i . / /l) Date Wanted: r n- 7/r-/� m_ (a p.m. Request .r: Phone No: ao6 355-S/09 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 Approved per applicable codes. p0 Corrections required prior to approval. Inspector: J Date 77 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: A COMMENTS: Type of Inspection: S A s: 5 t_ S. 9 �T Date Called: Special Instructions: Date Wanted: - a.m. p.m. Requester: Phone No: W OI D3 O' — r.,,s- C (` d( Wc-- 6cf1.cr1- 5-Q› cif' (i,.& h) IJ-J (y`'t'---14Al' C// 7. Project: J ,.— `, c� -p/1 Type of Inspection: S A s: 5 t_ S. 9 �T Date Called: Special Instructions: Date Wanted: - a.m. p.m. Requester: Phone No: ,: ^ r;.z"rra'P- 7r-+re P-771.s r.. ; xe, :: .. ✓..., n,.- -i`.:. ...a_....... .z,-. ..: ,.... K. -.... - , '.i...+eri..syr. so INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - w 17-01-9 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: 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: lita4044.7.;,1 ' 'r'''At`, r *.C.41.1.Mg,:*s .f -2f„n A :x,rt • Project: 1nj eSet 3 1/ -Lo'7 Type pf Inspection: [nA‘ ' �/A� Adess: __,./.., Si--. ' ate Called: 1 r Special rnsfruction ' - m s 12d-0) Date Wanted: 7/ o t _.........• Requeste� ,.� fri Phon e o X5.5 -- g1 1 '214;44;; INSPECTION RECORD Retain a copy with permit Da3' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. ❑Corrections required prior to approval. COMMENTS: --t Lb -c*INAI. v- vv+ rah I I -e c, S --a TA in 1 Inspectors ' jitr Date: - 1�1L Ej $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: ►.x..1� Li r.':�i t�`:i: 'r:�i..K7..' -.: t � -: � wi 2.:�J+t- 'si::_� MR Project: L C i c r , LW /few 617 Type of_ nspe ion: —-i'7 . 1061lhG<<"' Address yy _574 Date Called: / ! C J Special Instructions: Date Wante 7 ('. I Requester: Phone No. 7C'9' Inspector. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /V\ (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 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: 1r�yk}:: 5�✓ 4:++ tia•',ia'id::,:;.'Sui:r;i'i`ta`i . .....s.. 4 Projec tie_ t: . je .,/e .7. Lot_ 7 Type of Inspection: (. / / Z-7 // 111 /I I Z 4Aoiti Address: 54 f 7 , 5 " .. /5z) V-- Date Called: - Special Instructions: Lel. 7 efki. ps Date Wanted: Requester: #Z) 0 ill Phoge INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 ‘Southcenter Blvd., #100, Tukwila, WA 98188 (206 )431-3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto .00 REINSPECTIO id at 6300 Southc eipt No.: Date' FEE REQUVt D. Prior to inspection, fee must be ter Blvd., Suite 100. Call to schedule reinspection. Date: < • • Z re I" 2 6 0 O 0 co CF) —I 1— • u. uj 0 2 g • < (.0 I CI Z 0 Z ILI u j 0 O • D • t-- w u i c P Lii — 0 w P 0 COMMENTS: Type_of Inspection: //k/ M )6 51 ,ar- L&i \ — C 0 ei OYN -Cr 0 Wk rChrVIr - c )(31(--\ PP r()\le°1 7 -... 5 l Special Instructions: \ he --- a 0 \If i Date Wanted: p.m. \ rr y 4f. (....k.. PlAne No: \ (cvo & )35s ?79 ., (--; Ica■ hc c p ? Ow A .. , . . . , , i /..,. Pyoject: (-07 Oi& JaA/7700V .--- f Type_of Inspection: //k/ M )6 Address: 'V7 , Date Called: 7 -... 5 l Special Instructions: Date Wanted: p.m. Requester: 1)0A1 PlAne No: \ (cvo & )35s ?79 „ . • 7-7 "" 7,-- 777""" . • ' "'"- • •• • • . • 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 QO, Tukwila, WA 981 88 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT N (206)431-3670 [=)Corrections required prior to approval. Inspecto 519 A Date: D $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: Wok it) e 'A 2- 5 ye Oct_ A Lt 1-610 AK , .Ti"-L AA k„,.. 12) titAe 4 ky i r fix e c,,,,,,, tb ,„.9.,.., ,,,A_,Arite_eff- 71^44 vt-4-P 6 iv //,‘,,be Ail Ai id (.4da) /ea di Pc Ce a.m. P.m. Requester: rie-ycko Phone No: Project: L-Ok-ki CIL J u.A(Ct (-6•1,( Type of Inspection: Wok it) Adsos:,2,2_ - i - k Date Called: 4,/?0,4N 3 Special Instructions: LOT 7 Date Wanted: Pc Ce a.m. P.m. Requester: rie-ycko Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 0 2—C PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: 6-u 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: COMMENTS: Ty dr41n5 Inspection: r roC_KQ1� t GA CVO C O 1 ST/Lkl—e4 II fL l_ k A TO ? - 3 p .8 4 �'- - e st. ( t r..�/ r r L.Q.tA ��. C 5 i5Ns `f A1/4 1 a 4� , � �Q 5� iLe ' VIA.) , ,,r. +1 c,1 (tAr)v.P h'■,iA li 0 1 --/ 0,0L1 (so aV Ds- - to 6.rr; P.m. Requester: Doh -TY y Phone No: 2 66 - 355 - Q ! 0 1 Project: �� � T n Ct 1 O h • Ty dr41n5 Inspection: r roC_KQ1� t Address: 52 S 150 Al St Date Called: 6 - = Special Instructions: �.. dr-1 FA-or Date Wanted: 6 - o -63 6.rr; P.m. Requester: Doh -TY y Phone No: 2 66 - 355 - Q ! 0 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Li Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Doi -027 PERMIT NO. El Corrections required prior to approval. Inspector: Date: 6 » ' 15 /9 0 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Ty=, of I spection: -6 ti_xt I % €466, 5 11/-/Ar V Jai 0 100,', Vk Acrur ss: , qya 5 r i..51.5 Date al ed: 5/72703 n 1 C516 Special Instructions: Date Wanted: fA 7 Wanted: / p.m. 1 I j O i 0 b ( 4 4J19 V\ \ CI OLP eP-e --e c.x-)1( DV Ar) WrTA4-k-eir — .‘t P ect: w-eitil,tricmo,,,,tof 7 Ty=, of I spection: -6 ti_xt I % €466, , / Acrur ss: , qya 5 r i..51.5 Date al ed: 5/72703 Special Instructions: Date Wanted: fA 7 Wanted: / p.m. RequeN — ,4 1 i ph s5.5 ai El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit - 603 , 41 41 , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 PERMIT N Corrections required prior to approval. inspector. DL Date: 5 (717-0 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " --1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: : Pr sect: .• tookt)1 —\1 ' Type of Inspection: 7 i .( Ske.a414 . f Address: 5L St. 1 i S Date Called: .5iP3( -- Special Instructions: Date Wanted: a rr� f27/ Reques er: P one No: ao lR 35S -6 pP P PP yj Approved per applicable codes. Corrections re uired rior to a roval. q P PP COM ENTS: e , A • INSPE6 e1Q N INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspect Illf1ii>t1111�f1Mr■ ws �J Date: 5 , 0 $47.0 ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P oject: : it/to ( �v�r - L+ r Ty _of,I,nsp J /tom Address: 1 �� - 5 �-u-a S , LS Dat Called. /570 Special Instructions: I ' RS ►' A_1 - - }-��� , � / 4 Date Wanted: S Reque C J � -/ j c.i� Ph No' ,-t cf 35 ()G1 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspe Date: / 47.00 REINSPECTION F REQUIRED. Prio to inspection, fee must be paid at 6300 Southcenter :Ivd., Suite 100. all to schedule reinspection. eceipt No.: Date: r)63./02ci PERMIT 2 16)431 -367.0 Project: N ....,Type tApv.)&i jUitChIn - 1,0fr I ofLupection: 0 P17/4411/1j Date Called: s 4/9 Address: S4t2 s' , iS -9".° Special Instructions: E a- p 044' b ik Date Wanted: 5// 5 10? RequesterD (,,, C) ( riv-r--1 Phone No (bi-) 3 55 - q03 er M r 7••• INSPECTION NO. INSPECTION RECORD Retain a copy with permit DO - 0 PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Nk pproved per applicable codes. Corrections required prior to approval. COMMENTS: Insp Re ctor: " E 47.00 REINSPECTION EE REQUIRED. lrior to inspection, fee must be aid at 6300 r Blvd., Suite 10 . Call to schedule reinspection. c ipt No.: Date: 1 )=.1 jo Date: Project: L-QLO Y J oichori -0-7 Type of Inspection: f kx 115 Address: 5L-14 5 150 5 Date COO: i Special Instructions: Date v n d: P.m. Requestei3 Phone .101: riaP 35 5 s909 • 2. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PER (206)431-3670 IN Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: L (Li, 3 ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be I-4 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: Sir Address 5 r -D .1 V2- 3 /5il 6/7/01 "du„utzuvg e-d),..4J/LS-e c662, c.QAAdi Requester: E/L4, 7Zet, 5 (a S6 i,50/1), Phone No: acAt,,, S . ui . (-A4-.1 oy I? /6 - 77) bute 6sey . Lao& rd -- is de..., Project: 4,1it-it OU,P-C-A-CA. Type of Inspection: Sir Address 5 r -D .1 V2- 3 /5il Date Called: ,578 3 Special Instructions: Date Wanted: 5/7)3 a.m. p.m. Requester: E/L4, 7Zet, Phone No: S55 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #10.0, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: 5 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: •, •••• • •" 01 , •••• 4 ::••• • • • ''1•• li"14 ••• • ,• • • :t• . •V• •4'•,ti • ., •••su.. N.,•••• I •• COMMENTS: Type of Inspection: .s.h Address: a 150'% 5-6- Date Calle i 3 Special Instructions: �'' - 'i'✓IOC3Y� `-cam' a Date Wanted: 0 ( '" Reques � (J� 7N�1 G Y1 Phone No: --�--� ( . ) 4 : ) - 3 s5 - & 570/63 .1) . 5 - - /,r ( f_a4 1, E ,a- l /k di( • e f.j /2) � 7 6) S _W- •• 46,_,, 6 / . Proje . ,.,,,L7 r Ju r c fi or) - h r"7 Type of Inspection: .s.h Address: a 150'% 5-6- Date Calle i 3 Special Instructions: �'' - 'i'✓IOC3Y� `-cam' a Date Wanted: 0 ( '" Reques � (J� 7N�1 G Y1 Phone No: --�--� ( . ) 4 : ) - 3 s5 - & Approved per applicable codes. D 03-c 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 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. Cali to schedule reinspection. Receipt No.: Date: Project: .-� `` ).,0(k.) 2 4 2.( Ale 7 i ONs � Type of Inspection: )"t- / 1-�� i Nic(v i o RI C A ess j `1� 2- b 1 v S.k Date Called• /22 o 3 Special Instructions: A -1P . (v) . Date Wante : t'-f 2 3i O3 a.m. (' • Reque t o AI i Y `/ env Ph 'rre No: <2U 3`. `23 50 9 • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3 -029 proved per applicable codes. El Corrections required prior to approval. COMMENTS: e Sum v �J Insp� tor: Date: j 7.00 REINSPECTION EE REQUIRED / Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite } Call to schedule reinspection. Receipt No.: Date: Project: L ower Suncfiorn Ty e a,�f Irnpection: - line -tie in Address: 54 � 2 5 -, 150i SI- Date Called: L - 21 ..s 03 Special Instructions: Lai- 7 Date Wanted: Ca.m - 2.2. -d,3 p.m. Requester: rlc Phone No: 06_355" S c i 0S El Approved per applicable codes. D03-029 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 Corrections required prior to approval. COMMENTS: "1/2-.7 svc.4tArcit ( 1), S . j�� � �.�..:la s -F4.4 �� 0.w - D i p e 1 ( r Lo S , W g ( .2,1 n-/ L6 V77 kpA-Dri (ko 19vA Inspector: Date: 1 0.--17/e - A $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: u urkt Type of Inspection: / ..... __A ., 1 4/ 1 \ LEA aepAAAA I9 C at Date Called: 4! I q/0 - 40 Sla ? ././\-ve L _ :A . 0,.4'viuf - 1 ) r 01 61 lb / Vv(/• / 5- .e, -/i2, 46-- a.m. P.M. Requester: - / /A " Phone No: Project: Low e/t. u urkt Type of Inspection: / ..... __A ., Address: 94 S. I9 C at Date Called: 4! I q/0 Special Instructions: L o ` t — 7 Date Wanted: .. ‘ c l c a.m. P.M. Requester: - / /A " 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 PERMIT NO. Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: / El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: VEWAY P• D FROM . 150th ST TO GARA S.D. PIPE iF 4" NO PVC PIP POSITIVE LOW PO T OF FO STORM ' IPE dS F INTO TINGLE 4' POS VE SLOP 3. S.:. PIPE IS N A 6% UTS PER TANDARD . WATER S METER TO IS 3/4 ". WATER IS FOGTITE #1 5. WATER SUPPLY CONNECTED TO WATER METER SETTER T OMED fit - zO IOU PERMANEN L TABLE BY USING SEED dc MULCH BY OWNER : BY COMPLETION DATE 3U1- 0 g 23" RM STUB PERMIT CENTER ALL Y W/ CLEANOUT OX. 153.2 ELEV. D POWER GROUND OUSE FROM TING ANSFORMER 30' B.S.B. . MAIN F 8. PO TO S IN AP EXTE UND TO EX 1.01 - PERFORATED CL OPE TO DATION. "Y" o DRAIN TOGETHER z DUD PVC UNE TO STORM DRAIN SDR 35 OPE. CLEAN ITT INFRASTRUCTURE LY FROM OUSE OSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 K.C. ACE WATER DESIGN MANUAL APP REFS DIX D. ' TO PERMIT CONDITIONS. 4' SEE BOT TO @1650' 40.00 NOTE: USE EXISTING CURB C T NEW DRIVE TO BE PER CITY INFRASTRUCTURE DESIGN M 128.8 LF 8" PVC © 12.8 R E ASEMENT R 70.01 FND �» FLAW ACCEP . No. 10' B.S.B.L. / - -- sz T. ROCKERY TACHED DETAIL OF ROCKERY 20' B.S.B N: : • 30'04 "W I 10' \ OF TUKWLL UAL 4' HT. ROCKERY SEE ATTACHED DETAIL BOTTOM OF ROCKERY @ 163.5' EXIST'G. WATER UNE - 150th LOT D (PREVIOUL r LOT fl LOT LINE ADJUST. 20021204900002 TAX ID • 8133000010 [SCALE: I" =20.0' LAKERIDGE DEVELOPMENT PO B0X 146 RENTON WA 98051 DATE: 6/30/02 F.A.R. CALgUeA14N§ LOT AREA =79 sfv. 50% ALLOWABLE = 4pc sfE -c) F.A.R. AT MAIN = 1 st. UPPER =.rz• 19804 sr: GARAGE =I:- X530% st. PORCH = 42 sf TOTAL = 2956sf < 4840sf n► lo u � .�:• . - —[SSMH HIM = � v � p IE (E) u) a w >N c.: `C7 O V U C -i +. Sarbi RIM-'= . ;,1, 66.05 IE . ]59.25 ' fivc @ IMP WA `• iECTI a) U ,4 ▪ "CIIXP. AGO. CONC. DRI ('' 15% MO SLOPE 2" 5/8" CRUSHED ROCK 4' Max Height 1' Min. 8 connect to catch basin. Outlet Pipe Undisturbed soil 1 2'0 Standard Steel Pipe Rolling with Welded Join Hat —Dip Galvanized. Attire 3. Ornamental Iron Handrail may also be permitted with City Engineer Approval. 10' post to poet spacing with slip fit expansion joints. Non — Shrink Grout 4- Diem Goly Steel Sleeve No structures, roadways, or parking lots in this area. gr SEE ABOVE FOR ROCKERY DETAILS Jj .� •• // •....... •• NOTES: / No footings of structures (including other rockeries) Free — draining back min.12 wlde layer of 2' -4' quarry spalls adjacent to rockery. Stable cut face in native material 1' diameter washed gravel; min. 8' cover over pipe; min. 2' gravel under pipe. 12' wide. Min. 6' dia. pert. PVC. SCR 35 pipe /MSHTO M278 /ASTM 3034: min. 1X continuous slope to outlet: pipe wraped in filter fabric(Uirafi or equiv.) Plan pipe between rocks to avoid weight. NEW FACING ROCKERY AN❑ OLrn FT PIRE RECEIVED CITY OF TUKWILA APR 2 5 2003 PERMIT CENTER 1. Rock shall be sound and have minimum density of 160 pounds per cubic foot. 2. The long dimension of . all rocks shall be placed perpendicular to the wall. Each rock should boar on two rocks in the tier below. 3. Rockeries are erosion— control structures. not retaining walls. Native material must be stable and free— standing in cut face. 4. Improved walking surfaces above and adjacent to rockeries over 30' in height shall be protected by a roil conforming to UBC 1711. 5. Bass rock is 2 —man minimum. (2 man rock - 200 -700 lb 18 6. Shop drawing for all railing must be city approved prior to fabrication. City of Tukwila ROCKERY & SIDEWALK InTh SAFETY RAIL „ ta DATE: 1 1/1 5/96 RS -5 Nub •MOINIIMM.4111041.4111.11 Kappler Architects VERSION 07.7 INCLUDES 3 STORY Lateral Analysis for: LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PERAMITERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR PLATE HT. MAIN FLOOR PLATE HT. LOWER FLOOR PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Job No. 99044.24 Date 1/10/2003 MBT TRYON CONSTRUCTION PLAN #2361 A CITY OF TUKWILA SAIL AREA PLF FOR PERIMITER OF BUILDING ROOF (Roof + 1/2 Upper Floor) FLOOR (1/2 Upper Floor + 1/2 Main Floor) LOWER FLOOR (1/2 Main Floor + 1/2 Lower Floor) GARAGE (1/2 Main Floor + Roof) OTHER Long Wall ur . 01444 t rt p ",is KAPPLER ARCHITECTS BELLEVUE, WA 99044 -24 Tryon_Pian #2361a_1997 -7 Lateral analysis wog1,540041320 1940. Bbr : 42 T MOO MEM J. 1Q- �f v4 1 F F[ PF.) A .CH IL l STATE or WASHINGTON "WET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default Lower 4' not included Lower 4' not included RECEIVED "ITV CIF TI IKWILA JAN 2 7 2003 PERMIT CENTER 1/13/2003 PAGE 1 WALL HEIGHT Ce Cq qs lw 0-15' P= 0.62 1.3 16.4 1 13.22 PSF 20' P= 0.67 1.3 16.4 1 14.28 PSF 25' P= 0.72 1.3 16.4 1 15.35 PSF 30' P= 0.76 1.3 16.4 1 16.20 PSF REDUNDANCY FACTOR (rho") PER SECTION 1630 Reliability/Redundancy Factor: P = 2 - ( 20 / ( r max ((sq root of AB))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r / story shear r 1 = element story shear x 10 / lw element shear Iw (LENGTH) P= VALUE USED Ce = Cq = qs = lw = r max = I -2.73 I iffiri10062? 4. pkgi1614.;50,0 1 r = r story shear 1184 1 11676 . 1 therefore use WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure lw = Importance Factor WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (lw) iqtkir029601611.1i4t 02:5i0 11M DESIGN CRITERIA FOR WIND ANALISYS P= EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH P(ROOF) 13.0 P(FLOOR) 9.25 P(LOWER FL) 0 P(GARAGE) 0 KAPPLER ARCHITECTS BELLEVUE, WA 99044-24_Tryon_Plan#2361a_1997-7 Lateral analysis wati5reg4-11320 Min= 1.0 Max=1.5 1740 42 11841 0.10 P/LF 211 122 0 0 SF # FT # FT # FT # FT 1/13/2003 PAGE 2 ROOF 12 42 40 20160 ADDITIONAL LOAD 0 42 40 0 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 80 8 6400 INTER. WALLS 8 82 8 5248 FLOOR 15 42 40 25200 S / S EX. WALLS 10 84 8.5 7140 F / B EX. WALLS 10 80 8.5 6800 INTER. WALLS 8 82 8.5 5576 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEAR WALLS 44716 FLOOR 15 42 40 12600 S / S EX. WALLS 10 84 0 0 F / B EX. WALLS 10 80 0 0 INTER. WALLS 8 82 0 0 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING TOTAL ROOF WEIGHT STORY SHEAR I de0 3 V.WW.515:WO 0.36 8 6 BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF1 LONG WALL ISHORT WALU WEIGHT TOTAL WEIGHT BASE SHEAR: Vb= W= KAPPLER ARCHITECTS BELLEVUE, WA 99044 -24 Tryon_Plan #2361 a_1997 -7 Lateral analysis wor16444320 38528 # 83244 0 1F NO, L'OWE rM 0.1964 83244 16346 WORKING STRESS woOD DESIGN 1.4 I 11676 (# Roof (Upper walls) Floor (Main walls) Floor (Lower walls) Wi 38528 44716 0 hi (Plate Ht) 18.5 9.5 0 WI xhi 712768 424802 0 sum Hi x hi 712768 1137570 1137570 TOTAL FLOOR FORCE: Vi= 1850338 Wihi / sum Wihi 0.6266 0.3734 0.0000 Vi 7316 4360 0 11676 1/13/2003 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F=V(W)(h)/total (W)(h) F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) ROOF DIAPHRAM 5/8" DIA. AB CHECK TOP CHORD M= T=C= 10.5 16.5 2-2X4 2-2X6 16d SEISMIC FORCE SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 160 132 0 0 # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 914499.8427 SEISMIC FORCE 46438.4907 1160.962268 767 ALOW.Ft= 1.33 143.64 #/NAIL 731.501 1050.71 11676 F (ROOF) F (FLOOR) P(LOWER) P (GARAG E) WIND & SEISMIC UNIFORM LOADING COMPARISON P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) #/BOLT , ': .,, TITAWAY41.2 , 31'! FT 0.C. #/BOLT FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99044-24_Tryon_Plan#2361a_1997-7 Lateral analysis wc4161:8104320 WIND FORCE 525 1.33 8.08 NAILS 160 132 0 211 122 0 0 UPPER FLOOR piljOpy MAIN FLOOR 4 @ 211 #FT @ 343 # FT 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 1/13/2003 PAGE 4 V W h W h F ROOF 11676 38528 13.00033333 500876.8427 6395 FLOOR 11676 44716 9.25 413623 5281 LOWER 11676 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F=V(W)(h)/total (W)(h) F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) ROOF DIAPHRAM 5/8" DIA. AB CHECK TOP CHORD M= T=C= 10.5 16.5 2-2X4 2-2X6 16d SEISMIC FORCE SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 160 132 0 0 # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 914499.8427 SEISMIC FORCE 46438.4907 1160.962268 767 ALOW.Ft= 1.33 143.64 #/NAIL 731.501 1050.71 11676 F (ROOF) F (FLOOR) P(LOWER) P (GARAG E) WIND & SEISMIC UNIFORM LOADING COMPARISON P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) #/BOLT , ': .,, TITAWAY41.2 , 31'! FT 0.C. #/BOLT FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99044-24_Tryon_Plan#2361a_1997-7 Lateral analysis wc4161:8104320 WIND FORCE 525 1.33 8.08 NAILS 160 132 0 211 122 0 0 UPPER FLOOR piljOpy MAIN FLOOR 4 @ 211 #FT @ 343 # FT 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 1/13/2003 PAGE 4 I 0 0 0 0 0 #DIV /0I RODNIOM Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED #DIV /01 #DIV /01 #DIV /01 #DIV /0! MIN PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIVI01 #DIV /01 #DIV /01 #DIV /01 #DIVIOI #DIV /01 _ #DIV /01 #DIV /01 I 11.5 4 4 4.5 3.8 149 imp1' Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 4754.77 4754.77 5349.12 4517.03 MIN PLATE NAILING 12 INC O.C. 320 320 360 304 0 0 1134 957 426.67 426.67 2241.00 1597.27 1082.03 1082.03 690.69 768.36 CS16 -30 CS16 -30 NA NA 20 7.5 0 11 0 228 MAIM Mo= WaII(DL) Roof (DL) Mr= T =C NI REQUIRED 13660.89 0.00 20035.97 0.00 MIN PLATE NAILING 8 INC O.C. 600 0 880 0 0 0 0 0 1500.00 0.00 3226.67 0.00 1621.45 #DIV /01 1528.12 #DIV /01 HTT 22 1 #DIV /01 CS16 -30 #DIV /0l 8.5 17.5 4.5 0 0 81 Ip1= 6 "f.;._ Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 11391.84 2929.33 0.00 0.00 MIN PLATE NAILING 21 INC O.C. 1400 360 0 0 0 0 0 0 8166.67 540.00 0.00 0.00 184.30 530.96 #DIV /01 #DIV /01 NA NA I #DIV /0! , #DIV /01 1 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGTH Load 211 Ht. 8 00 UPPER FLOOR Load 211 Ht. 8 H z O ti UPPER FLOOR Load 211 Ht. 8 2 LL 2/3DL REACTION HOLDDOW 2/3DL REACTION HOLDDO 2/3DL REACTION HOLDDO UPPER FLOOR Load 211 Ht. 8 2/3DL REACTION HOLDDO TRIB.LENGTH TRIB.LENGTH TRIB.LENGTH a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 99044 -24 Tryon_Plan #2361a_1997 -7 Lateral analysis wotr$61: 41320 d d d d SHEAR V WALL TYPE 1/13/2003 PAGE 5 C 15 16.5 14 0 0 104 3gP1e' Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 13672.09 11600.56 0.00 0.00 MIN PLATE NAILING 17 INC O.C. 1320 1120 0 0 0 0 0 0 7260.00 5226.67 0.00 0.00 388.61 455.28 #DIV /01 #DIV /01 ' NA NA #DlVI01 #DIV /01 0 0 0 0 0 #DIV /01 i #DIV/01W' Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED #DIV /01 #DIV /0! #DIV /0! #DIV /01 MIN PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /01 #DIV /0! #DIVI01 #DIV /0l ' #DIV /01 #DIV /0! #DIV /0I #DIV /01 I 15 15.5 20.5 0 0 88 iMP141414 Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 10881.28 14391.37 0.00 0.00 MIN PLATE NAILING 20 INC O.C. 1240 1640 0 0 0 0 0 0 6406.67 11206.67 0.00 0.00 288.68 155.35 #DIV /0! #DIV /0I NA NA #DIV /0I I #DIV /0! l 0 1 0 0 0 OI Putwol Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 0.00 0.00 0.00 0.00 MIN PLATE NAILING #DIV /0! INC O.C. 80 0 0 0 0 0 0 0 26.67 0.00 0.00 0.00 -26.67 #DIV /0! #DIV /01 #DIV /01 NA #DIV /01 #DIV /01 #DIV /01 FRONT TO BACK UPPER FLOOR TRIB.LENGTH Load 211 Ht. 8 I- CD EE 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 I- 0 z 2/3DL v REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 F J 2/3DL v REACTION HOLDDO UPPER FLOOR Load 211 Ht. 8 w J 2/3DL REACTION HOLDDOW TRIB.LENGTH a a TRIB.LENGTH TRIB.LENGTH a a WALL SEGMENTS b c b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 99044-24_Tryon_Plan #2361a_1997 -7 Lateral analysis worS3511044320 d d d SHEAR V WALL TYPE 1/13/2003 PAGE 6 4 2 2 0 0 132 WLRP.NN 4 Mo= Wall(DL) Floor,Roof(DL: Mr= T =C N REQUIRED 2244.38 2244.38 0.00 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC O.C. 340 340 0 0 0 0 0 0 226.67 226.67 0.00 0.00 1008.86 1008.86 #DIV /0! #DIV /Ol STHD 14 STHD 14 #DIV /0l #DIV /0l 20 8 2.75 10 0 330100P14 Mo= 22456.56 7719.44 28070.70 0.00 WaII(DL) 1360 467.5 1700 0 Floor,Roof(DL' 1680 0 0 0 Mr= 8106.67 428.54 5666.67 0.00 MIN PLATE NAILING T =C 1793.74 2651.24 2240.40 #DIV /01 5 INC O.C. N REQUIRED STHD 14 RJ _ STHD 14 RJ _ STHD 14 RJ #DIV /01 8.5 3.25 4.5 8 6 134 P1'g Mo= 3699.00 5121.69 9105.23 6828.92 WaII(DL) 552.5 765 1360 1020 Floor,Roof(DL' 900 1080 2720 200 Mr= 1573.54 2767.50 10880.00 2440.00 MIN PLATE NAILING T =C 653.99 523.15 - 221.85 731.49 13 INC O.C. N REQUIRED STHD 14 RJ NA _ NA >THD 14 RJ RIGHT TO LEFT MAIN FLOOR TRIB.LENGTH Load 132 Ht. 8.5 dz z 02 H z 0 U- U- 2/3DL REACTION HOLDDO MAIN FLOOR TRIB.LENGTH Load 343 Ht. 8.5 Mo= WaII(DL) Floor,Roof(DL; 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load 343 Ht. 8.5 2 MAIN FLOOR TRIB.LENGTH Load 343 Ht. 8.5 2/3DL REACTION HOLDDO 2/3DL REACTION HOLDDO a a WALL SEGMENTS b c b b c KAPPLER ARCHITECTS BELLEVUE, WA 99044 -24 Tryon_Plan #2361 a_1997 -7 Lateral analysis worts t. 320 c d d SHEAR V WALL TYPE 4 11649.34 14.5 680 120 1066.67 2645.67 STHD 14 RJ 4.5 13105.51 765 135 1350.00 2612.33 STHD 14 RJ 6 17474.01 1020 585 3210.00 2377.33 STHD 14 RJ _ 0 0.00 0 0 0.00 #DIV /01 #DIV /01 34310VAP145ittl See beam calculations for added overturning load TRIB.LENGTH a b c d MIN PLATE NAILING 5 INC O.C. d 1/13/2003 PAGE 7 A4,1V.{I 15.5 15.5 19.5 0 0 152 s$ :eta PI-6 '�`� Mo= WaII(DL) Floor,Roof(DL' Mr= T =C N REQUIRED 19991.10 25150.09 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 1317.5 1657.5 0 0 2325 585 0 0 18819.58 14576.25 0.00 0.00 75.58 542.25 #DIV /01 #DIV /01 NA _ NA #DIV /01 _ #DIV /01 0 0 0 0 0 #DIV /0! M#DN/OlkO Mo= Wall(DL) Floor,Roof(DL #DIV /01 #DIV /01 #DIV /0! #DIV /0! MIN PLATE NAILING #DIV /0! INC O.C. 0 0 0 0 0 0 0 0 Mr= T =C N REQUIRED 0.00 0.00 0.00 0.00 #DIV /01 #DIV /0! #DIV /01 #DIV /01 #DIV /01 #DIV /01 #DIV /0! I #DIV /01 25.5 6 13.5 7.5 2.5 296 M P.1 "' Mo= 15104.65 33985.47 18880.81 6293.60 MIN PLATE NAILING 33 INC O.C. WaII(DL) 1020 2295 1275 425 0 Floor,Roof(DL; 840 2025 900 300 0.00 Mr= 3720.00 19440.00 5437.50 604.17 MIN PLATE NAILING T =C 1897.44 1077.44 1792.44 2275.78 6 INC O.C. N REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ >THD 14 RJ 5 32.5 0 0 0 531090RM1 =6'I Mo= WaII(DL) Floor,Roof(DL; Mr= T =C N REQUIRED 14561.67 0.00 0.00 0.00 MIN PLATE NAILING 33 INC O.C. 5525 0 0 0 0 0 0 0 59854.17 0.00 0.00 0.00 - 1393.62 #DIV /0! #DIV /0! #DIV /0! NA #DIV /0! #DIV /01 #DIV /01 FRONT TO BACK MAIN FLOOR TRIB.LENGTH Load 343 Ht. 8.5 cp 2/3DL REACTION HOLDDO MAIN FLOOR TRIB.LENGTH Load 343 Ht. 8.5 Q~_ I- 0 Z cc 2/3DL 0 REACTION HOLDDO MAIN FLOOR TRIB.LENGTH Load 343 Ht. 8.5 ui Z 2/3DL v REACTION J HOLDDO MAIN FLOOR TRIB.LENGTH Load 343 Ht. 8.5 2/3DL REACTION HOLDDO a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 9904424 Tryon_Plan #2361a_1997 -7 Lateral analysis wo3161: ..320 d d SHEAR V WALL TYPE d d 1/13/2003 PAGE 8 04/21/2003 16:49 4258441987 CORNERSTONEGEOTECHNI PAGE 02 ti Cornerstone Geotechnical, Inc r , u �... Field Report .. a ,33 3-02591 Project: Sou }t, 1 50 — Tr Xo n Cc ,ce � , i j FP- file No.: t2 9 1 Weather: Pat' +ly Uo . y 5 7 ° DEPAFaTt C 4/ J,- /03 Purpose of Visit: Elsa/414k $ 4 Bred e So iq5 c Lo+ 7 . e j- of level One I 44„, }o45 -Nod + ' al QM .} o4 • 644(4 W44 r cog se 40 14.e @ s4- i n o 44.e_ ea 4- 4446. o -� io �► 4 e S ewer+ Report No.: ;- Page: 1 of 3 A 54e yi5d w45 c 0 omlutdvel , �s re C.1 S1'E ley von Try0. w;414 Tryon Cancep-l-s, 4-0 euc'i.w -e. 4c 1- ;y rgd 9 . 54bye soy Is c Lo.- `7. LAVA we Gteeged, u'e ' o kn), tine CO $4 roc 4 or ?►mod eow,p id" prtPGM4; -Poor in Svb • rGide o Lo +- 7. ILIZ � ou nd 44ne 54 tech. 44 1t wes-1 side (4. P=71 e. We, na4•; ced •1- a $ )1; , can J- 34e c c G Y(s 1111611 i t n . etsm -k cad , GCe44- bC4A 44Ne sLib• ?eve/. / 44. slope , soils ex Along 1e egs.- '5r de o - The Act' ace(+ sloe q1a fit Q 94- ; s to x .. 1.4 , e l fo -64. 44/ Deaf wa1-fr eaSeMon4 - 41 rep. A dr4m pqe hcd been ∎ ( ilea\ 40 CCU vet•i- .we.4-er 0 . 0 -4 c5-4 4-k:e. 10 l-. 4o 6 )Nc lte5 E so■is 4-1`n5 5 ncle cons ,'s4- eincl w4 a X1 2 +in2 sco d1 kcv l 4411 4 c,c 501 13 were V41yc41?d ��c�, �• e I 1w+ „d cob �cobe Qene4re bn de roof exe et o1,;r1 Z 1 h c11P5 . 1,u2 were Able ., f co62' -1-iftro-lk -51 o ppy soils 10n5 - J - Ue L vac. b 4- -6.A so ∎15 661er+44 4e Cons n4- dens as exposed we Advtsed 4Ask GOA onsL'e 4-0 ,remove Ali sloppy soi Is t flown •.o under1 h dense sa►1s be. rt 100 4.,`A Aram s w in s••9 /4 /so fi �Ca wtrhended -14.4 +fee ck be exeevii?-ed rn40 4+1_ ,4 e c ,Q Distribution: Signature: 4)4; Atacbements: 1.. st'-k it p 17625.130t Avenue NE, C102, Woodinville 98072 • 425.844 -1977 • (Fax) 425.8441987 tr. ;2.i : :.: ;i �:u ::iL •r.+. ec�G_,N,.c:` :i.G:«3C .$1; "bt^ •; �,id+�3;3a 04/21/2003 16:49 4258441987 CORNERSTONEGEOTECHNI PAGE 03 Cornerstone Field Report tiii Geotechnical, Inc. Project Sc-A -b 150 5f . --1 r� Concep4s CG File No.: )29 I Weather: _... Date: '/// AD 1 Purpose of Visit: Report No.: J- Page; 2 - of 3 e r ► w\e 4or 4:: ha) P e }. 5t d e 44 c le 4- 04-1. 3- . 5A 4e 44ke. r 1 CA1tk 4w4-cr eyylt ^64- � ir0v i 4- 4-0 rMi over e Skr�C o-F -r' �►e 5tA c11dt SeOS , or w► «dci Su(. So,1s SA•1 bt rtN► ove a ha-4 Conerp1 -No r S are P ovre . We rC Ca,M niPnatA +4NA '1 544e i bar or bac tv be ltd i n 4M _ j ei rvs ?rc vw4o r 40 .sc rtp e sot' // I eA _ Ure c Iso N. CO W% rwen c •ci 4 44, t ,emr^i y I cK }- aloe ! 4 . e easf- ',ode e-P 'e_ )o 4 - 6_ ct.4- i'n)a 5e.ciQS e 4- o q4- q 1. 1 CUPf4. Jk,ri•o 4e, aiiow Xo r sA ter a..aof k- ,`r,5 .P'1 v ', f ° h , & r -/ - w" le ' QO P 4r4 p2h.r ; ,� C o i cre k, :14 oxt r .2) 'I ►.i1on • - +,, aeci 4.kg ebove re common ck -Lb4 s -n c tA CIA 9. re % , *4+ 4c, f `d c3 ib11 baari $o;ls o 4A P004. shay tante -11( Lo+ coi,5;14- dense r14-1-;,re seals 44►-4 )4 p ccwdc ��ep i' -t b�Ar�`ng cgpac, r pcop e 5 4-r4r Kro , Distribution: Atachcments: tnt9P Signature: -ear )41 t`n5 4144 17625 -130th Avenue NE, C102, Woodinville 98072 ♦ 425. 844 -1977 • (Fax) 425444.1987 : owyr +.`t)1+wa`5ii:txR+}�i.`f1R�:; 04/21/2003 16:49 4258441987 FAIL USE NEW DRIIVE 8E P CITY INFRASTRUCTURE DESIGN M 28.8 LF 8 PVC '0 12.8 '30'04"w 30' 8_S.B OF TUKW UAL ' B.S.B 3024 VEWAY P 150th ST PVC PIP STORM INTO VE SLAP 3. S R IS r TS A I STANDAR FROM TO WATER •• y FROM METER TO , OU IS 3/4*. WATER • +a IS FOOTE /I S. WATER O P TO WATER METER SETTER 77 TEMPORAR'1'- EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 K.C. ACE WATER DESIGN MANUAL APP DIX 0. REF TO PERMIT CONDITIONS. 8. PO , TELEPHONE AND CABLE TO E INSTALLED UNDERGROUND S ' M STUB IN ALL Y WI CLEANOUT A DX. 153.2 ELEV. EX 0 POWER UN ►=•GROUND TO OUSE FROM E TING 31 . Q 1 ANsFORMER LOT D (PREvIOUSLY LOT *1) LOT LINE ADJUST. 20021204900002 TAX ID • 81 33 0 00 0 10 SCALE: 1 " 20.0' LAKERIDCxE DEVELOPMENT PO 130X 14e RENTON WA 98051 DATE: V22/03 Tb'4. IE (E) = 157.84 F.R. CALCU ATION� LOT AREA = 9679 sf 50y ALLOWABLE = 4840 sf F.A.R. AT MAIN = 1.204 sf UPPER = 1.180 sf GARAGE = 530 sf PORCH =, 42 sf TOTAL = 2956sf < 4840sf XT CORNERSTONEGEOTECHNI :r ,i4gv =e!. ti 's4 atw„a.�a`e�t,?mafl *.!wRn.�,i .w DRIVEWAY SECTION 4- E. ACC. CONC. DRIVEWAY 15% MAX. SLOPE PAGE 04 February 17, 2002 Khoi Pham and Thao Pham 5594 South 150 Street Tukwila WA 98188 Dear City of Tukwila Representative: I'm writing this letter to voice my concern on the future destruction of two trees (A Chestnut Tree and a Maple Tree) located directly west of my property near South 150 Street. These two trees are located on the new property just bought by Don Tyron who plans to build several new houses on this property. On October 1, 2002, I met with Don Tyron whose company now owns that new property. I expressed to him my concern that by tearing down the Chestnut Tree and the Maple Tree on lot 10 that this will increase the likelihood of my property experiencing a mudslide due to the fact that the roots of the trees would be pulled out of the soil in a neighborhood already with a heavy slope on the land. Secondly by destroying these trees, this would ruin the image of the neighbor that I currently live in. The builder did not want to find a way to save these trees. When the neighborhood of The Junction was developed by Don Tyron, literally all the trees were destroyed. I'm asking that the City of Tukwila to insist that these trees by kept intact so that they my preserve the beauty of the neighborhood while driving up the street. With no cooperation from Don Tyron on this matter, I am requesting the City of Tukwila require Don Tyron's company to build around these two trees. I look forward in discussing with you in detail on how all three parties can come to an agreement on saving these two trees for the neighborhood and the City of Tukwila. I can be reached at 206- 228 -6872 if you have any questions. Sincerely, Khoi Pham REC EIVEt c: re Y of TUKW1I.,7, FEB 1 8 2003 PERMIT C: E ��; ". March 28, 2003 Khoi Pham 5594 South 150 Street Tukwila WA 98188 Re: Response to your letter concerning building permit for a residence at 5442 South 150` Street, Tukwila. Dear Mr. Pham: This is in response to your letter expressing concern regarding the removal of two trees located on the lot adjoining your residence. You have expressed two concerns related to the proposed removal of two trees, one being the aesthetic impact associated with the removal of trees and secondly you mention that the integrity of the slope may be compromised with the removal of the two trees. The city has reviewed the building permit submitted by Don Tryon to construct a residence at 5442 South 150 Street. The drawings submitted for the building permit include the removal of two trees. The city's regulations regarding trees require replacement trees only if the removed trees are within an environmentally sensitive area or a within the buffer of an environmentally sensitive area. Based on the review of the site plan and on -site assessment the trees are not considered to be within an environmentally sensitive area or a within the buffer of an environmentally sensitive area. Thus the city does not have any code basis to require the developer to not remove the trees in question. Regardless of the code requirements I have informed Don Tryon of your concerns. He has responded that it is unlikely that they can keep the trees since one of the trees is located within the proposed building footprint area and the health of the second tree will be compromised due to grading and site work required to develop the lot. Regarding your second concern related to slope stability, the applicant has proposed a rockery (see attached site plan). Also, the city required the applicant to submit a geo- technical report prepared by a professional engineer that addressed any issues with the location and construction of the rockery wall. The applicant will be required to follow the recommendations outlined in the geo - technical report. Also prior to pouring the foundations of the house the applicant is required to have the geo - techical engineer evaluate the site conditions related to the proposed rockery wall. If you have any further questions or would like to see the approved building permit drawings please call me at 206 -431 -3685. Si cerely, Minnie Dhaliwal Senior Planner Encl.: Site plan City of f Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431.3665 t�.. ! �.: Sri'+ r' Co.. �i?" t,+. iu�riw?. �fiiaar:'Vi' «':� ;�.Y,dr;eiie".dt _.Sr.d1t'� .' -,:� �. •. • Cornerstone Geotechnical, Inc. March 3, 2003 Mr. Wayne Jones Lakeridge Development P.O. Box 146 Renton, WA 98057 Rockery Location Evaluation South 150 Street Tukwila, Washington CG File No. 1291 17625 -130th Ave. NE, C102, Woodinville, WA 98072 Phone: 425. 844.1977 Fax: 425.844.1987 RECEIVED CITY OF TUKW.ILA MAR - Z003 PERMIT CENTER Dear Mr. Jones: INTRODUCTION This letter summarizes the results of our rockery location investigation at your project site in Tukwila, Washington. The site is located just northwest of the intersection of Macadam Road and South 150` Street. The rockery will be located along the east side of Lot 7, adjacent to the utility easement. For our use in preparing this letter, we have been provided with a copy of the Lot 7 Site Plan, undated and untitled. We have previously explored the site for preparation of a report titled "Foundation Evaluation South 150` Street, Tukwilla, Washington, for Lakeridge Development" on April 26, 2002. We met on site with Mr. Don Tryon with Tryon Concepts who described the proposed rockery dimensions and the project description to us. The project will consist of construction of a 4 -foot- high exposed rockery approximately 80 feet long along the east side of Lot 7. We understand the rockery will be 6 feet east of the east wall of the house and 6 feet west of an existing sewer easement. The footing excavation for the foundation walls of the house will be approximately 5 feet below the base of the rockery. We were informed that the sewer pipe is approximately 10 to 12 feet deep and 5 feet or so from the property line. Doi • 02', 4 3 Rockery Location Evaluation South 150` Street Tukwila, Washington March 3, 2003 CG File No. 1291 Page 2 ROCKERY SITE CONDITIONS Surface Conditions The sewer easement along the east side of Lot 7 consists of a relatively flat - lying, abandoned service road with a moderate, 6- to 8- foot -high, west - facing slope that inclines down to Lot 7. A 3- foot -wide shallow drainage channel exists at the tow of the slope. The western two- thirds of Lot 7 is relatively flat lying, with a gentle slope down to the west. The channel runs roughly north to south and ties in to an existing catch basin along the north side of South 150`'' Street. When we arrived at the site, the drainage had approximately 4 inches of water slowly moving southward to the catch basin. Most of the exposed soils over Lot 7 were very muddy, especially adjacent to the drainage channel. We sank up to 1 foot into the soils while walking. The moderate slope was vegetated with blackberry thickets and a few trees up to 12 inches in diameter. Explorations Subsurface conditions were explored at the site on February 19, 2003, by excavating two test pits with a backhoe. The test pits were excavated to depths of 6.0 to 8.0 feet below the ground surface near the proposed rockery location. The explorations were located in the field by a geologist from this firm with aid from the contractor to identify the rockery location. We examined the soils and geologic conditions encountered. The approximate locations of the test pits are shown on the Site Plan in Figure 1. Subsurface Conditions Our explorations encountered a surficial layer of fill. This fill was presumably placed during construction of the utility easement road, and sewer and water trench backfill. In Test Pits 1 and 2, we found this layer approximately 5.0 feet and 2.5 thick, respectively. Beneath the fill layer in Test Pit 2, we encountered a 2- foot -thick section of drain rock and a 4 -inch plastic drain pipe. The drain pipe was running approximately north to south. Beneath the fill, we encountered native soils consisting of medium -dense gray fine to medium sand with gravel and trace silt. These Cornerstone Geotechnical, Inc. .�i Rockery Location Evaluation South 150 Street Tukwila, Washington March 3, 2003 CG File No. 1291 Page 3 soils were encountered to the final depths of the test pits, from approximately 5.0 to 6.0 feet in Test Pit 1 and 4.5 to 8.0 feet in Test Pit 2. Hydrologic Conditions Ground water seepage was encountered in all our test pit explorations. We encountered moderate ground water at approximately 2.5 feet in Test Pit 1 and significant amounts at the base of the fill layer, approximately 5.0 feet below existing grade. Heavy ground water was encountered once the pipe and drain rock were breached in Test Pit 2. This created caving of the sides of the test pit. The contractor began bailing water from the hole to continue excavation, but made additional excavation and sample collection difficult. Test Pit 2 filled with water to depths of approximately 1 foot below the top of the drain rock layer within 30 minutes. This was an approximate depth of 3.5 feet below the ground surface. CONCLUSIONS AND RECOMMENDATIONS General It is our opinion that the proposed rockery along the east side of Lot 7, adjacent to the easement area is feasible providing ground water can be controlled and any disturbed soil recompacted prior to rockery construction. The key aspect of construction will be placing the nearby foundation 5 feet below grade without significantly disturbing the rockery or slope area. With high ground water and loose soil conditions, running of the embankment soils into the excavation may occur. Providing this condition is controlled and the rockery base is restored, it is our opinion that the use of a rockery is suited for retaining the embankment. We recommend at least 1 foot embedment of the base rock, for a total wall height of 5 feet. The underlying medium dense deposits are capable of supporting the planned rockery. Based on our site explorations, we anticipate suitable bearing will generally be encountered from 4.5 to 5.0 feet below the existing ground surface along the toe of the west - facing easement slope. This may require some overexcavation and replacement of compacted soils to the base elevation of the rockery. Because the house foundation excavation will be approximately 5 feet below the base of the rockery, and 6 feet away, we recommend completing all house foundation excavation, footing Cornerstone Geotechnical, Inc. t : .tAi�:ti'drd'3vak }:a[ki;.sa!V� +mss "t�ut + :X ,ii � :a'. �t.:. it1.7. 4+arat >'•iCaw7i Rockery Location Evaluation South 150` Street Tukwila, Washington March 3, 2003 CG File No. 1291 Page 4 and foundation wall installation, and completing foundation wall backfill before rockery construction begins. Rockery subgrade soils might be undercut and undermined if rockery construction is completed before house foundation excavation. This overexcavation for the footing subgrade might create rockery instability. Control of the ground water will be a significant factor during foundation construction. If ground water is not controlled, it could create a running soil condition, which may impact stability of the slope on the easement. One option for water control could be to construct a sump that is into the existing subdrain and pump for an extended period of time. A more thorough program for handling ground water is beyond the scope of our services. We understand that you have been able to accomplish this on other adjacent lots. We understand that some cutting into the toe of the west - facing easement slope will be done to reach rockery subgrade elevations and during preparation of rockery subgrade soils. The rockery locations appears approximately 6 feet from the sewer easement and approximately 10 feet from the sewer pipe. It is our opinion that if excavation is done carefully, that there should be no disturbance of the existing sewer line in the easement area. Rockery Design and Construction We recommend that rockery be constructed to Associated Rockery Contractor (ARC) guidelines and appropriate local standards except as noted herein. The base rock should be at least 2.5 feet in dimension into the slope. The top rock width should be at least one -third the total height of the rockery or 1.5 feet, whichever is greater. Drainage Significant ground water seepage was encountered only a few feet deep at the rockery location. It will be key to install a drain behind the rockery that is below the planned future ground surface between the rockery and the house. We recommend that the drain be a minimum of 1 foot below adjacent grades and that the ground surface slope away from the house. Cornerstone Geotechnical, Inc. li:ta. +irnAx -6,t . 4S, 17 gr :; Y$ PeQ :4;rk. . • :�: �� +. Rockery Location Evaluation South 150`" Street Tukwila, Washington March 3, 2003 CG File No. 1291 Page 5 Rockery drains should consist of a perforated drainpipe placed behind the base row of the rockery. The pipe should be sloped to drain and routed to a permanent discharge system. We expect this drain could intercept significant amounts of water. A larger than normal pipe with more drain rock might be practical. USE OF THIS LETTER We have prepared this letter for Lakeridge Development and their agents, for use in planning and design of the proposed rockery along the east side of Lot 7. The data and letter should be provided to prospective contractors for their bidding and estimating purposes, but our letter, conclusions, and interpretations should not be construed as a warranty of subsurface conditions. The primary focus of this letter is to address soil conditions of the proposed rockery location, not excavation or dewatering for construction of the house on Lot 7. We should be retained to provide monitoring and consultation services during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, and to provide recommendations for design changes, should the conditions revealed during the work differ from those anticipated. Within the limitations of scope, schedule and budget for our work, we have strived to take care that our work has been completed in accordance with generally accepted practices followed in this area at the time this letter was prepared. No other conditions, expressed or implied, should be understood. oOo r: ::'. ,c ..li i,ati,.,,.......i::::..:10• Cornerstone Geotechnical, Inc. z z 6 U U 0 () O W W 0 ga • s = • a w z1.- 1-0 Z F- 11J u U � O N w uj —0 .. z w = . O H z Rockery Location Evaluation South 150 Street Tukwila, Washington March 3, 2003 CG File No. 1291 Page 6 We appreciate the opportunity to be of service to you. If there are any questions concerning this report or if we can provide additional services, please call. Sincerely, Cornerstone Geotechnical, Inc. Charles P. Couvrette, PE Principal Engineer CPC:nt Three Copies Submitted Five Figures Cornerstone Geotechnical, Inc. Q N ¥SWAY h� 1580 ST TO S.D, VIFE PVC A1' LOIN P Si • CAE + ' f a i VESU• - . PIP 13 . " SCR 36 TS ft + asFR P1U C1URE WATER * ' + LY F#r0!! SE IS 3 r. WATER �'E- t IS TER% ED TO WAIF MAETER SETTER pelf u 210 eY "77itUPc cN CONTROL, To BE STRAW ON DE D4hhNH41 SUE OF NE LOT FER 1998 R.C. WATER DEEIGTt ?WlUAL VP. EN�Ix Q. RE fr fC PERMIT CONI'4FFONS, 8. P01h iELERKINE t,} } CA LE 10/E INSTALLED iltIDERCRCUO f Skkgm W ALL V V v' C1E/MUT ROIX 15312 ELEV. Ex b POIWR u�o ROL4'ID IO Cusr. a E jig 11-`15.r(.RM -4 v r• 0 ERfDRATED ' CAL To 0R no.i. r 'Y D Pti'C unE' TO STOnn! ORM Cornerstone rn 20 Scale 1" = 20' Site Map ox„ N 40 Phone: (425) 844 -1977 Fax: (425) 844 -1987 Geotechnical, Inc. 17625 -130th Ave NE, C -102 • Woodinville, WA • 98072 Irk IE (E) = 1S7.$4 File Number 1291 w LEGEND ' y F11D 1/2" REBAR 1 CAP "MI•fl 9474:9 4' HY. ROCKERY SEE ATTACHED OCTAL 4v Of RX ERT 0 163.5' LIMENOTE I4 ,.1 WXT —. Figure STUTA E)051't WATER uhk ASS SSMH = 166.0 IE = 159.25 11,7 LF y PVC TP -1 Number and Approximate Location of Test Pit S. 150th Street Rockery Evaluation 1 WATER SUPPLY ASSET Bill of Sale City Water Meter Permit No.: :fo 3 O Z9 KNOW ALL PERSONS BY THESE PRESENTS, that /2Vo Co.t/CEpTs G . , an individual /general corporation /partnership and existing by virtue of the laws of the State of Washington, located at tea f3 (4 6 oQi.4.c G )q gfoS 7 City of Tukwila in King County, for and in consideration of the sum of TEN DOLLARS ($10.00) lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged does by these presents grant, bargain, sell property, located at 5q" rra $, l Sa S-� i cc.- l� r �G `''- City of Tukwila, County of King, State of Washington, to wit: Legal Description of Real Property: LOT "D ": PARCEL No. 873300 -0070 • LOT 7, BLOCK 2, STELLA A. TYLER'S FIRST ADDITION TO STERLING, ACCORDING TO THE PLAT THEREOF' RECORDED IN VOLUME 15 OF PLATS, PAGE 8, IN KING COUNTY, WASHINGTON; TOGETHER WITH THE EAST 10.00 FEET OF LOT 6, BLOCK 2, SAID PLAT; EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING No. 9109270295. List of Materials /Asset Description l water meter box(e5) located at the above address, Zo lineal feet of 3/4 inch meter service line(s) with appurtenances, made ofT K r, material type with an installation cost of $ 2 , °O , constitutes the list of materials for this turnover. The seller herein covenants, agrees, and warrants that he /she is the owner of said property and that the same is free from all liens and encumbrances, and that it will defend the sale of said property, goods and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming the same or any part thereof. P:PW Dev Engr /Forms /Water Supply Asset Sale EXECUTED at the City of Tukwila, Washington, on this ' +day of SELLER: ( Qu CO z-<C c° /Q1 5 " 4 CTITLE: BY: TITLE: !u a is g ? c r STATE OF WASHINGTON County of King On this day personally appeared before me to be known to be the in • dual described in and who executed the within and foregoing instrument, and acknowledged that V\a_ signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. t9 . t so to e '• " Fir i IO ?Y ape IP M. N PustAG : ? �. . 19 0 6 .; ' �o �► OF ss GIVEN unner my hand and official seal this day of L/ , 20'5 . Signature Print Name P:PW Dev Engr /Forms /Water Supply Asset Sale 66:1 ( NOTARY PUBLIC in and for the State of Washington, residing at My commission expires --01G Revision No. • I Date Received Staff I Initials Date I Issued Staff I Initials I I Summary of Revision: Summary of Revision: Received By: Revision I No. Date I Received I Staff 1 Initials Staff i ! Initials I Date Issued Summary of Revision: j . "Staff 1 Initials Summary of Revision: Received By: • Received By: / I 1 -7 -03 zeS I I Summary of Revision: �.�ri. /�_ z_ awed et -0-c retie- Received By. • -- TR Q D\.f Revision No. a ( Date I Received I Staff 1 Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Summary of Revision: Received By: • Received By: Revision No. Date Received Staff Initials Date Issued I Staff ` Initials Summary of Revision: Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Staff Issued Initials I ! . Summary of Revision: Received By: PROJECT NAME: •-ercte- Site Address: sV ?Z s 7 PERM' NO:. X03 -02`I Original Issue Date: REVISION LOG (please print) (please print) (please print) (please print) please print) PERMIT COORD COP a PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -029 PROJECT NAME: LOWER JUNCTION - LOT D SITE ADDRESS: 5442 S 150 STREET DATE: 07 -09 -03 Original Plan Submittal __Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: —0 3 Buil ing ivition 11 Fire Prevention ❑ Planning Division ❑ PubW 4S Structural ❑ Permit Coordinator DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -1 0 -03 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS 0 CORRECTIONS: DUE DATE: 08 -07 -03 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 - ... ERMIT COORD COPY T ORD COPY N' PLA V /ROUTING SLIP ACTIVITY NUMBER: D03 -029 PROJECT NAME: LOWER JUNCTION - LOT 7 SITE ADDRESS: ADDRESS: akS 150 STREET X Original Plan Submittal Response to Correction Letter # DATE: 01 -27 -03 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: WO 2.1 -0j Build C 'vision 0 Publ15yVorrk �] Structural m51 114L -1 -2-03 Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [vv( Incomplete ❑ Comments: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2-28-02 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: PERMIT COORD COPY Planning Division It ❑ Permit Coordinator X Structural Review Required ❑ No further Review Required DUE DATE: 01 -28 -03 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVIEWER'S INITIALS: DATE: DUE DATE: 02-25-03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 z �_- � w QQ 2 J o 00 N 0 J � � w 2 gQ = d I- w z � I- 0 Z F- w • w U O ( Project Name: L e e.,(P — .Joo#c a ? o .t 0 I- w Project Address: S4e4'Z S. f' 5 Contact Person: p N Ile YO rU Phone Number: 206 355 'Pe Z Summary of R vision: �ed e �- 5 e /~- ce - 741 rt d # (..) (` 1 y P a `c of /A) 4e%o O y Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �703 Plan Check/Permit Number: 03 O 2 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner CIry O U T UK KWILA AUG O S 2003 CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Se15 A r Entered in Permits Plus on 08/06/03 s.; 41W40:er .rx`+`wkc:wFS;:.wY;id. Date: " -7 _ 0 3 C,«y of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fix, etc. Plan Check/Permit Number: .1D653- 029' 0 Response to Incomplete Letter # RECEIVED 0 Response to Correction Letter # g Revision # t after Permit is Issued JUL 0 7 2003 I +PUBL C WORKS Project Name: ,D Z.J Jo/Ue 7 Project Address: �� 'fz s, r5� 5 Contact Person: /t) i2 Q /1 Phone Number: o 7cG 355 P2OF Summary of Revisio : j / ejc �cf G QdCl (E'c/ e d' Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center bv: 5) `m c r Entered in Sierra on Y -6 08/3 0 /00 S it °C :Y.4%:,'r ;4:1 !.s Vi :.ti`4 id Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: Gv w moo- �✓vr��7t a ' Project Address: S'i 5 / 5© 5' Contact Person: PO N 77e0GetJ Summary of Revision: ,/ I p� (oc /f Cs ea 7` ee`t "Ze ,G/- S /'c-yu Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: []` Entered in Sierra on City o Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: P13 Q'Z t Phone Number: 1 tZ5 ?5 5 6 5l HtUkIVED CITY OF TUKWILA MAR 0 6 20n3 HMI I UtN I EH 08/30/00 .i1 4vt±u' aurser:.i h.:l:i34 , 11,14 „w■•■ u:• •;•:; Option Anba % d Floor ada il_ a� Coarse 93 1 0 111A3 [Pi II Fipor' I Vertu Overhead ` • 1. 12% 0.35 0 S 020 R -38 R -30 R!5 R -I5 1, -10 R -30 R -10 Il.• 15% 0.40 0 -51 020 R -38 R -30 R -21 R -2I R -10 R -30 R -10 RL Ial.mird Croup R-3 Occupancy Oety 0.40 0 -S8 020 R -38 R -30 R -21 R -21 R -10 R -30 R -!O L Lr Side Elevation Rear Elevation 11 Side Elevation 11 e TABLE S-1 PRESCRIPTIVE REQUIRESIENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 • ;Rs Tryon Concepts PLAN # 2361 r_ I `C1 cowwe rr UNPUNISHED WORK KAPPLER ASSOCIATES ARCHITECTS L_ . M Bdrm. 16'0'x13'1" ath ,. lIIi II IH Hall . aON Bonus/ Bdrm. #4 15'6'5(13'3" Bdrm. # 11'9 "X10'0" Bdrm. #3 13'5"x11 Upper Floor Plan } Evwft fock w rePNelR` 1 Family 19'8'x12'1 ' Garage 40' -0' Patio lo'xlo' 1---Stoop —1 Nook Entry SQUARE FOOTAGE MAIN FLOOR 1215 SF UPPER FLOOR 1150 SF TOTAL 2365 SF SF GARAGE 525 SF DECK / PATIO 144 SF SQLfaRE `O --E OUTSIDE _ CE ate: S. s'—:Rs COUN -Si. ONCE N OPE\ TC BELOW SPACES - G-- arc —GES -:RE NC NCLUDED :\ C` �C.L• ' CNS. I Kitchen Dining 13'6'X 12'0' Livin 13'6'1(12' " • DRAWING INDEX Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING AS. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS Di. STANDARD DETAILS D2. STANDARD DETAILS Sl. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE I uriderst3nd that the ?Ian Check approvals are sutiject to errors and omissions and approval . piafis does not authorize the violation of any addpted code or oi Receipt of con - tra4tcr's copy of app cved plans acknowledged. �Y (sue late - 'armit N3 FILE COPY Cii Y . 't T` ;r�tiYli}l )L _ 2 200? -- SEPARATE PERMIT R` • UlrED FOR: E . .� IANICAL V . i3CTRICAL .. rif T `.� iI��IDlttiu _ [_ .,S PIPING CITY OF TUKWILA BUILDING DIVISION RECEIVED CITY OF TUKwq A Covered Porch i t COPYRIGHT UNPUBLISHED WORK 1CAPPLER ASSOCIATES ARCHITECTS D • REVISIONS !No 04ANGEB sou BE MME TO "11 -1 � 'E OFWCRIC WITHOUT OUTPRIOR b µ 1r (TtLt- R`V';,tgNB WU REWIRE A NEIN PLAN d18bAPI& ANO MAY 'MOLDB[ ADDITIONAL FLAN RENEW FEES, Main Floor plan 0'5 JAN 2 7 2003 PERMC CENTER 6 ul 14 Z W u 3 NO TILL 9904_4-24 SHEET COVER SHEET ELEV. A ' ^e covervwr_ -es beer c- ebt•ec r a ewer o cs re form 'o a ro the st.snoaros se: ,e Gvsrr_ or 5 a• v rs :: se ` , t s '7 the ca+renece ^-• the Coreacrr-Jwar The C_: -e : ^.- s < - Xa7 :C _ : 4 r l i rater .3 `emir::% -: rat..., !e . , Cris: 'rot a , :ern errs recess. w ran.. red .c caw ear s spec ` _ o •ojec: Soo, GOR'ac• -c•• '? =4sG C-e str. c' spec = ca: �JS at.. trio coverreet '. state '' _ r mate a s' n Y sere^ 7 tcreez...e :. Tr v : ?aws.G are cot' j G'te : 4:F; -ER eRtt - "EC - 5 = 5 or e e a -am. o®rtersr C a G cacy r C tree dee or order :'e ;e0e•a cnpr O'_ ac_ Rerco_etas r ' .et -a:ore or r.ancr:: d -aarce r anh fo . 4 R. azrr, zat rJr G' GL. _ E : c - TEC .5 ors. 3 C.: dteo •erroat'- errs R.s : red- he rare c' KAFo =R .lc : - =CTS PS 4 G.xs : - ,.C. - Or. - O•ss_rG o - a-nce c vex very -a: re a 7 a:: '^^c and .^.G re-- :Npo, tc erm a oeta . c• cons tors o' const.c:ore lestdne owe, y arse ter :re art• tact, a. des or rte., YO to dors:r..c: v tear ca °C_a ro c h:• tress 7a - rqs As c3 - ca :are art° a t'. pro arc e'er ore area ad O rte con-6,dt or -occs ICACO -ER 4RC-- TEC.TS PS therefore ere rot ore ace : or an o ec rdrea err co sea.,e to palaces as a •a., t of not car: :ccatrd - the eors:re or• process 5 Dc n7. ma . 7 -cG ' re tort YCJ exteG 3 :r Y' ::9 ^s:'.c: / :. -. 'C:P °SR AR✓ ." ^C - 5 Esc, aiscreve, es aro cm. st _vs to the K= R - = - 5 .S. Imre° ate` 6 C.•e to the ra:.r a c:=remoter rc the o_ deo process :here - oe b ceder oe5 err Iwo Cd,raC_O --Osre- see,.^. Or of :re O.. .Lute crook is coma and asYlc .ft se_ c' .crt G dra.=ds s SORS.aCed a '0, se:' and odes n°; - crece s„^C_' cat. ors b d nc - ate as s: %tare• oe s :re d - -acv Die reeeors -p '.: to ac a oe aro CLC - :rate scx'ca:.ora 'it'll to =•',^.3,c: Se,ec: O aro ''ns:d a : ;or' C' assert. Kt... -ER _; PS assort. -c ao - essecroc nor d'SCS3rces co:rlica V - ::C:..' ?TO ' Gr:'ar n•Qene specrea ra:.e aro tree resp.:eve ©:a:.ater. KA°Q =R .:Rr EC S .e. ass.ESee l do a •C6 C :..'O' and '1.G .rem stay pe ed etc e Pet ee ere; : c c tt eaela r, 35 cs me - n eerie 'tars caiiac ape are dg 5: 'a correr arse Tel. rot sera e tneae o :, Cr' t c a: •'- mars :vs ✓e a" di e e one arc oats* s be've crre••c- o sort aid be respo•sib,e 'or tee- acc.raou ana report oiscreareles o-- se'ors :G tre Gear test: • :.- e The Contractor /Ors 5 resC4 'b a 'Or Caorcea ;'rp ,sprit _ • that Of a'. traces •to ens:: e rope- aro ax...a:e '°'ace c' a trade -dt ' e ,(Tt -dote- she'. ne •espo.S'G'e 'or a.' -ep. -eo see:, o-ecar : a a bror _•es rec.. - so to ac trrs m+: Excel - as sox oe.inec et-rent: se ete•ere:a: o' "re a:: aer';tors advreviatioro ird suordie-ra derrl :ions she; ro bw acc...:x •e e'er:ea s•.aaa-ds r 4 a :re ties contract sea represent that or irdustet &tarodr. nor ere resoect ✓e tree. r the cca: on: c ry the crate,: s pee_ 0002 - 5C E_L4NEOU5 ASSEM ear F oe era:. space - iriewr i3' x :4' ✓oe+strec :e✓ access per ,:5C 23173 Intonate a o eeather -st'c per ereray reateremenrs. Aloe i8' --n;r space roe. ...oco jo a .no - iri - scare roe rood girders 2 . ' as a•: c access -ine, r 3E' were- 30' - lea,00- 3t .r O5tructed read .. eetessicie openirc per US2 sectlor !Stir";. ns,.ate aro weather -se -' per energy rec.: 'errs: 3. .rov oe v:T:. es- -.EC as 'cows: 4. G'au'l space ver: ;a ::or: melnern net area sea i' ce not .ess tar. se.. per tee s 5. unds':oo• sea. Oneeeps she! oe vas," as epee c the ._tonne as r acticai and era' provide Coss vert'lat err or at .east tec aotecximates oceosite sloes per section 23'13 5: Attic ver., ation reefer net area era. oe rot est than s f eta- 150 sr et attic area or ' soft per 300 s' p' ate. area '' t 's Y the sorr't aro : i ;5 at !east 3' above tre cute re per ..B.C. sector 5053 arc treed, regeire ents- Slope a - decxs tees driveya y5. and patios awat. Thor o,.ildire. Minim, 74' per roc: 5 emovide approveo ',ricers Or ap?•°sses it. s:.or a cos' :nor as tc be plaints visib'e aro leoibie Fro^ the street o • road :'oat no the prone,: oar .3C sec: or 502. 6. Garage/ - hose ccc.loarcy seta- at - -o-. • O c carry severe :.,'roe ga - ode tc noose snag be er r mire reset ve conemotioe. Ce,ied joists wars, posts aro !Maros saboo:'no st'•.ctre above era;' be coven wit tripe 'r' Cate, , the garage 5 de g' wan and extend 'mom mud Ski to -co s e thine, when tivirc area s aoove the gamut. :se 2 layers or 5/8' type 'z' GuE3 a, tees. aro '.e a pa 38a Sect, 3024 and tae lhr 5tr•.cter s• eatieno s ercernetat- the 5:8' type 'x' GOB ,cede a -in. 5/8' penetat or etc ter studs uner :eine drywa . screws c- staples ono ^ i4' genet -at'or ,her,, using na's '.he' a(7 -, ,ins /1' stracGPai rleatninG, the ?yWdln sores: or staple 'engtn is •eo;.i'en to be a r o' 2' ono : -78' Cee Liner ,.s'ro rails ..BC apse' -5 • Door vette, garage and rouse seal id be tent _ nine. sei'-uosled soli. Wood oocr i 3/8' :hide do °C section 302.4 3i. 1. Sta:- asse^b. ▪ '- +eaoroQ- 6 -8' mnrim, wiatr 3 -0' mimes, pt. «B.; sec:ior 00'3324 s 0033..32 At private stars tread to minimum. riser 8' - x-um 41; °trier stairs treat !' miniselan riser r' maximum per U.B.C. 1003333 C Top handrai'i shall be 34' minimum and 38' eaximurr above tee stair section aro not less than ' 'r' o more than 3 12' rrom tre wa i! and with returns at each end per U.B.C. section 1003336 D) +stay fire b ociura at top and bottom or stringer spar and :sat: anon stinger per u8.C. section 1082'. E Cove usable space under stair wrath 5/8' type 'x' GL',B, use 2 eyes at ceillyd area AI! , outs she ". be taped and sealed Provide ( 2) layers of 5/8' type 'x' G11B at ceilino are under stalls. 8 Bated - Chutes t Cenowaiter Snorts - provide 5/8' type 'x' Gee or 2b gage srteetmeta. eitr lode toirts or a! openlyds to shaft surfaces shat' be self c''osirc soi:c core dope ' 2/8' 9..itestoaenc - as per UBC. Sect, 1!4. IZ Structure dee, criteria: These rotes are provided for convennence only and do not bets that complete structure analysis has oeer done or this structure A) Truss Lcadinc: Loac Top chore tve oat' 25 per To ,arc demo bad '2 psi ' :0 pa Otto, chord live load _' IOTA_ _O4D 4" pm B) Roof 'live .cad. 25 per C) Floc : ore !Gad 40 cs D' Stair and corrioc live load: :00 der: E) Mecranica rlts. weights pro, dad by maneactuner F) Wino: 80 mph• exposure 13,;2,55 assumed G) Earthquake lone 3 Allowable s0' txessu'e: unless a sons report 0. a quarried erldineer is t rov'deo a footings and rod/date:es shall be on assumed 2000 per: oearino carac ty ur less otherwise noted on drawina Eouivale flu d pressure 35 psi II. Prefabricates Firxiaces and Saila noel Surning Appliances 4 5c' :d'uei burned appliances !.blade airtight stoves. fireplace stoves room heater reepece stoves factory belt tirepiaces and Fireplace inserts. and all shat' comply with ti a provisions c' Sector 304, -304b. JMC. 5 "seta' Crmmneys shs t be eciosed above the story in which the appliance served is located m wails na''ing one her fire resistance rating and with a space on din sees retweer cift,eer, and encasing walls surncient For examinatior and repair for entire chimney. Walls shall be sit eut openings per UM.C. 8142- 8'4.4 C) Provide erestopping at chimney per UB.C. secticr - 082:. D) install metal rrrepiace with Hearth and surrounds per marturacturee specnrications. E) Prerabr :cated flrepiaces, chimneys, ad re',ated conponente to bear Jam. or ICBO eeal cf aborova' and be installed per maruractures - .elements. F) The earth she,' extend at 'east b' it front or and 8' ter each side of the ' °paling when the opeilne is smaller than 6 s If the acentric is 6 se. or larder, the rear:- seat extend 30' in, front and 12' to earl side. per UEsG 3102 12. Massy =fireplaces: 3 Masonry r$reteacee shall be designed and constructed to comply with UBC sector 3102 1 B. Chierey termiratl, urine. must extend a minimum or 2 .0' above any point of '.re re inane wnthlr 10' -0' of the themes. Chimes to rave reereeced sand- cement mortar cap. s et)eo to shed water. o- easony, stone or concrete cap Wlte sand cement parginc to seed water barging to ere me 3/4' thick. inhere masonry, store , concrete cap is used there- 's to be relented with 92)•2 oars as bond beams as shout °novice 1 /1' Teas' scree spark arrestor at rise termination type. C/ Cherre. D; leaseina rash and counter ash wits min. 26 ga galvanized sheet metal , equivalent type c; Archorage - Zee 4na nor pro•ded at al; ceilings and 'oars more thar 6 -0' above grade, except wirer corstucted entirety With'- the enter r walls of the bur dare. erenorage :o oe '2 , 3/I6' x I' steer straps cast an least '2' Ir the nimre wit 9n l80 decree vend wit a 6' esters or around the vertical -e "'o -crq bar t or the nuterf ace or the chimney e. "rh strap is tc be se: teo to the seoturai treeing o' the bu'idtnd with (2. 1/2' bolts per strap ire joists are parallel tc the chmmne,, straps are to be anchored to 2x4 cossets cerr'ect!ra at :toast 4 joists and secured w tr (2) I6d tai's each joist typo: - err rt ass , .;. - Se."5 :owe - -easier: °rCr x c ea-ace ogee, t'asde, 'r •�. doe C' pen, 3'C COeU`t GC '•Grime leer , weer 7 _d .:' Jeer ..a 'r sr' a g..0 .' colts -' Ca oe4aer- ereo-r ',dope O a' m., "or cdrrust de ',mane Ow err. -e sir :'e w'orc st,ctre = ,aeo.aabie ...tea ran: De war b ' car 'mar heicescs cipe ' NC se- fete a ., - :a e• d tee rte ,-c ere DO etc , acre tree .b' ' sad .- bee-ante 'rot tre .teeiG 4 av rte 'mere sped ''restooeve at a ' separators Ge..6eK r rip and e00d'•awrnq .2 made t -r : • active eireesece opened 'C' me et,. pert flee • J' :rte a n :ease react. ',c.a b' 'cm even, 4' of easorr. plc e G '•to tre - c. ' s Snout Chew.. - Snow deice •c oe constructed o' ca. t?OOLis sir r-mtr :nar+sss as ere as rack a - 6' sae a a - ff 'roe era - Darpe - Darner to oe tor' 'ttac opera°e _ t a roaa - acre: re none' O•' an sop -OVed ar_dra :;_ .:or^. - ^ :ever '_ . opeec es' 'were ' to or Greater than true 'era. red •--ur '..e s ze y+corntet c e 'met :ca •yet. ^.n and Extent., - -sorer, :D oe •• ' . State !..,-CS -e C' o.rer a Yved nor a: �. a - ate a t , 'e "o-cea its cJ tech aro a: xOOSed dads .,ea•• rust exte -d retore rrec ace as 'C. des. Ceder +e t Sc so -C 5°_9 se 't 6' T '•r 8' ea, s .Der -c 6 sc 't or a '_0' -'mart '2' ea, : x ant. neartn arc extent. oro :C Oe rer'c,ed :r •4 cars • 6' cc ea, ray. Pre - c_: St '.7 A - vas : :ac - ate nee arc eaters o'a tc --e '+s,ODO"LO c. texee3/f' awe s : cc 4 o./ oe refs race to '.oar Need as rotes apor'e draoe. -eaer to tee dtstee, spec a fro, ao ace-t rioorsc 'rater a K =raper _ Carcest., - 4. ^Jo✓ides ar attends solve 'O' ,^•c V.e :'or a • 6 so. e r r - °o: see e h operas a newer cutlet :_^ be ocateo eatae :re eireaor r the iron Dort , r Fcada: L =arose, ua!b met 8' thb :. =ootmo to oe r. - -'2' that aro extend 6' Dee,. r'space cats re-veer a'tr s- ;;ems at 6' cut- earth way, aro rear o r- .rd:s:.rtacr_ so'.: 3 Sp)'ce oars to vertica - e-er'orcenert per ..BC Crebte, ° aro 3 13 ='-e Bnooca an. Drat Stops - as per _BC lee 0106E �CsJLATOR` REC3u P 5 4i. .c°ret•..c'dn ens. sort,.:, :re 4 _ ° - 1 -. :dem 133iaire Code __Be aro ee aced -oance ear a:. State Lew and R c, .at'o -s and ,C' :cue cedes ^posed o. lisp cecee •ecterene•ts ano .cca autrrrities Manse :- sOect,ons era: are - a'oa :cy due :o jured'ctona re ertt 0!500 Ci7N5TR.0 ''✓.V =AGILITiES AND - EMPORAR` JhTW:_F - erpo'a -y =ac .•:'es - +ncluoirre electricity. water. temp,ary toilet. per jurso ot a-a • equir ?r. 2. ' Contemperare Cer'trots - incs dlfxg erosion seoiii 't and su-'aice water ccet o. are ,t dlcep CC' tructiOr der jur'sdictlosa: - eduirer:ents EN D'vreiON Div s SITE -0R) 0220E E4R-- LeCee( Pdn 3 • Exec.'tion co - R.: q'adine: 4' below Finish grading anises otherwise apec 2 =miss' graar.p: Lardscapina dv s :or 02900 3- Excavation, padkftliinc and cceoac trop For 5truct:.'es as needed 4. Excavate, badkFii!!rq ono compact no for cavemen- as neeoe 5. - 4aui'!L^ 3nd disposa. or excavated ate iai as neeaec b ! too-t erg of materia as reedeo 1. fecae - erC'a • as needed 502'FAVn :y,Jr SUR 4,tt_NG Pan : - Product 1- Wait - oao, aro pertung pavieC: 3, Asoa t 2' class °, over 3' crueheo rock or 2' ATB E. C -wsheo meat 5/8' minus. Concrete r Division 3: I. Finish aro coot.: Coordlrtte wee materials finis~ selection scheauie. 2. unit Pavers: • Coordinate with materials Finis. select,. screceie 3. Pavement earsr,n• Coordinate with mater ass finis, selection ed'eauie. 02'00 SE)AC&E AND DRAlNACs Part 2 - °rcduct 1. 5ubd•a'rage systems : Fo,roat'on damage 4' ADS oerforatec once non - rigid. 2. Storm sewage systems A Exterior oatciasira, grates. aro rramee GOoroinate With mater ais 'iri5h set On seheedu'e, B- Culverts i Coordinate with materials Finish setec on scheduie. C. D a :r dice: 4' A05 nor - perorated t gnt line. 3. Sanitary sewage systems A_ 5ewa2e collection )loss 8' °'VC .,lees cast iron is rioted. B. Septic system: Per drawiros or bode demon, Part 3 - Exeatior 1. 5uoo-airage system: ,k Slope to drain and surround Ir well draining material per details 02800 5 TE I'ROV tWS tart 2 - °rocuc: l Irrigation 5:stem: Bidder design Coordinate with materials finish eeiect.on scheme 2- Fences and gates. I. Coordinate with materia'e finish selection schedule ?7_900 AN25a4F.ING Pat : Product Biaaer Deslgr END DIVISION 2 Dtv'eior 3 CONCRETE 03100 CONCRIeTE FetTWORK Part 3 - Exescut on i. Formwork and bracing For s:'„cturai cast -In place concrete Sahli be by subcontractor and meet the require mats or the drawings and industry standards. 2. A, ronmwork ehai be p aced in suds' a manner as to allow cast -in place concrete to be placed on solid substate and to allow structural support members to sit Delow tie r-oet line. 31 NQNGTE 9 FOI3_C_INs Part 2 Product I. Reirroreing steel. Deformed oar sizes and °cations per plans and dates Grade 40 Fy 40 2. Welded wire fabric: at locations per plane and aerial's. 6x6 u,i 4x'.41LUF Part 3 - Execution I. A minimum lap for all bars shall be I' -b' or 30 diameters. whichever s larger Provide corner owe to match horizontal 'eeforcernent Mininer coverage per details and UBC c h apter l9- 03750 GONgcET___4 °ARIES Part 2 - Product Anchor bolts I/2'0x i:7' unless otherwise noted or drawings 2. Expansion and contraction joints: I/2' asphalt Impregnated rest as located per drawings and deta' 3 Washers: 2'x2'x3/l6' sq. eta* plate washers Part : - Execution ! Arche uoit at 6 -0' max rte, i1' Prom corner and joints, max embedment min 1 2 boits per piece aF wood. COW - f `i►- f'. erL Pb-. L S'rrc_ra corcreee 5 *ace-, =c • 250e es at .a ages ern-teeth com -ens 'or ewooseo aggneaa•te rr x l sesrvea r. a sap •' 3113' - Gan aaoeea e 3 Ade ere. A Al, concrete see J ie sate •edcr4 nor lesser except 'or 'opt r+Oe • Ar ercarta5et see as 5 -13% r a concrete e.Oosse es .moire Coomta sae Ca-orate s e mate as rear wetter scneatte Par_ 3 - Exec u on C vy.or r4so'iF- 04100 MOR c : _ P , • Tiee tee roes- r.r "terra ea:en-of - ea ao••r_ Pa_: 3 - Exec : or 045E ASOefe' A.r'F56ORee Pa, 2 - °rodeo_ Archers ace es ' - de 21 'Glade cc'- ..Gate_: stee sec nor corrosive : ,on rer'oce'•e s:araara adoe t °_ c _ - • - • - i' ids tar we.. trudvrese °a: 3 - Exec.: or L Per ,.8C ✓apter te 04 J. - r.ASCeR•- °a- 2 - °owe: L Brice resort-, A Ex:e=o ocaei * amt. +rc ,:oororate wiv rate :as r,: se.ec: on sa 00..0 B- ate ioca:iors' rat -re Codedrate wit, rate a s ''•nr selection sensa.ie C eavers.'p tors. ©eefe Gordrate ere ats:a s ''isr seed v screo_e 2 Concrete mason r is oracle ti Cme rises other._ se noicated sines oe drawings A. SGeca cram. Cood;nate eer Tatere eeer selecticeecheow:e 3 !suss resc.'r .r:s . cease o!oo- A Eate'o' , ova: one name.- Ccora'rate 'tr mater r a s 'miss' select, scree, e B. ,rite r . coat One: name-Tee i. Coordinate e'en rate-re s °sigh selection schedule ° a' - 3 execs , L Br ur ano Veneta A. 5' _or •vire, era) oe s.roported on rooted. 'ovdatior, or other 'or -bor -,able scoots s it sha' nave 'S 'e•t caoxirn aro tee 3t per ear, 2 s r. or venee Provide 'r mirenee a'• soave osteeer 'sneer aro oedemg, a o approved 'eared at base of vanes aro 3;n' -onto eseprtoies at 32' cc. at the case o' veneer extsedln9 rror the air space to the ex:, r inert scat support no idea other tiet its our weight and the vertica, dead lead of ver - aCOve. B. °s .:BC J• 2. Concrete - •aso'ru :alt )GUL A. Coe, ate - aeon -y lit wails 5a' oe co'strected to corfonm to AST" C90 t she:' ere laid up rein'oroec and anchored as roue or drawees 04400 5'01/41E bar: 2 - Product I. As shour or drawings. 4 Exterior 'ovations: naneimro: Coordinate with mater als rinish selection acheoute B. !r ef'Or iocatons: name/fee- i- Coordinate with mater`als rimer seiectior sdse uie are 3 Execute, i. Stone veneer: 4 See Erick veneer END DivISiON 4 DiVeON 5 METALS 05050 META. =A5?ENING5 Part - Product I. Bolts: use sizes and shapes per dwgs, or as needed For IMenoeo purposes 0_mETAL =4 RC.ATIq_v Pa, 2 - Product I. eene ails and guardrails Provioe r sizes and locations as s'cee per chug. END DIVISION 5 oriel, 6 WOOD AND PLASTICS 5 seer r • ric • Wet ce 06100 ROUGH GARPENTRT Part 2 - Product 1. flaming Lumber Framing lambs snail be market to conformance with the W.C.eB. standard grading rules for west coast lumber no. 16, latest edition 4!1 Ki!r dried cal eair '9x, A. Joist and rafters: (2xb and larger; teen -Fir '2 or getter 13 Beams and stringers 4x and :arge • Douo -Fir •2 or Bette G. Post and timbers. Doug - ='r D. Studs, plates aro mist 'eight framing - lem- Fir/Doug • standard. E. TJ!'s and woolens. et. manufacture F. Glue amirateca timber: I Sanple span: 24F v4 De/N3UN 2. Continuous Cr cantilever 24F V8 DF/DF G. Al' other !umber ea- -F'' Standard or getter. H Piywcoo/oriented stare board (OSB ) AP4 grades I. Wall sheathing' see ' ^PICAS BUILDING MATERIALS' list or the dwgs J, =loom sheathing: see "TYPICAL BUILDING: MATERALS LIET'or the dwg K Other As noted or drawings. 2. Particle Board APA graded A Under tayment !. Floors 5/6' (JON.) 2 Sheet vinyl. i /4' (UON-1 see divisor, 9 3. Cabinet surraces 3/4' ILLON.) 3. Trusses A. Preratxicated connector plate wood root trusses shall be designed and stamped oy the manufacturer In accordance with the 'design spececation'or metal cute corrected wood trusses' Design drawings and detai s to be available upon request B. Use 'Boon Framing Notes' on drawings C. 4,4 deeigr, layout loading, and prating snail be by manufacturer D. Paid alterations or trues must be designee oy manufacturer 4. Fasteners and adhesives: Ali nails seal' be comet, wire of sizes ran lntendea purpose Per UBC table 23- II- 5- IAttacn timber joist to flush headers and beams with Simpson 't hangers series or equal metal to su t intended purpose Simpson hardware at other locations as outlined per drawings Bolt leads. nuts, and Cu o Washers per Division 5 5. Post to mat footings connection. Provide pressure treated post and positive correction to rooting per USG Part 3 - Executior I. the following will apply unless shawl on drawings. All wood framing details shall be constructed to the minimum standards Ir. the JBC. AI: Framing shall conform to the requirements or Chapter 23 of the ZIG. Minimum reline srai: conform to table 23 -'I -5 of the UBC Nelght and spectra of studs shall conform to table 23 -IV -B of the JBC iteXtf si4ri C.Jb Yilts ^ A _.00arate er "auras near tesectbr sanea.e j mt,uo . are caerc e, ;acrorate s - v - ate lyre, seectdr sateckee 3 Pans rc A Cocrara'a see ewer as err, watt a sc a et. 4 Star aro drama ?, A Coceerete a tm eater a a rryr seer: on sched e S. Sesa Ova47 000:6 w s= assert. •eci..n res 5 BOOn'2ees aro a. 't - n YL'res A Gooarate *itr ra ter a s re. sr se.ec:.cr sOlee.M b. Pastc aerate aro so a e.r'ace rate a . 4 :oCdrete a ',' stater a s ' - as erector when - e PC D Y64c5r 6 S APC CA @150DAAA�s"ala- Part : - Product t Sprai.ec - err asps'_ en s , Pat 3 - Exec _'or L One ' coat oar .13C 4024 Appero r 18"_ ?T -tic AiR-. =•Z%ER Pan 2 - P •oast: I &curd cover: 6 - . oo:3.e•.nane- cox 2 Bu. zinc sap= sex : rte . e'„A 5.. _DNG m47ERA_S' list or the aratergs Part 3 - Exeec:- or L See emerg red- rarer.ta 01200 :NSULAT!ON Part 2 - Product L Ftoegass Or mines' u000 oat.. oroom -urea' moo: and erteeeeo po:yetyrenei A. Ula,is: ' See the '^ BU; DING MA'ER.AL5' Ilet or tre dwgs- S. Ce :i :rG - See the ' 'PiCAL 5u;_D!vCs "4TERi.ALS' 'let on the ciegs C =loom: See the - mtPC-44. Bu tiers MATERi&5' list , the olds. D. Fords :on Pere:eter R -10 2- Insulating foam A 5tanoaro sealant Foe, Part 3 - Executer L See divisor energy reauirements 01300 ROCFIKx MATERIAL Part 2 - Product I- Shingles and raceme, :tee A. See to '^ _ MATER,4u5• ltet or the drawinos 2. Merorane'oollno 4 3 -pis rot mopped Part 3 - Execution L instal per marufacttrers recommendation and Chapter 5 o' the USC 0 SIDING MATER:. Part 2 - Product L Siding A See the "tteP'e.A_ BU.. -.DiNG MATER'Ai5' list on be oraw:ngs. 2- - rim: A Use trte ?'PC Eke -DING MATER.ALS' ,!st on the dawings. 3. Soffits A See the 'TYPICAL BUILDING MATERIALS' list or tee arauiros. 4, Other A. See tre ""PIGAL BuILDRtG MATER'AL5' o ast on the Drawings. Part 3 Execution r. Mete per maruractrs 5 recommendation ana Chapter ' 4 or he USC X00 *cASHI IC3 A►�P ET f - A_ Part : - Product L Gauoe galvanized prerinieheo. Part 3 - Execution L Instal: tar ChSOte 14 aro 15 of the i.HC. 01100 ROOFING SPEGIA_TIES Part 2 - Product L Vents 4 e dgr vent: manufactured by: C eordinate with materials finish selection schedule. B. r'ueiroom vent: manufactured by I. Coordinate with materials finish seiection schedule 2 Cutters: A. Continuous alum. peecoated. I- Style: K profile 2. Color Match rascla 3. Downspouts: A. 2x3 rectangular aluminum preroated: Color: Match fascia a trim B Ti e to 1 drain system ?1800 SKYLIGHTS Part : - Products L Skylights to corronn with USG Section 2409 2. Manuractuer. A Coordinate with materials Finish selection ect educe ?1900. _Al CAU}.KING Part 2 - Products I. CauNyhc A Styrene butadene caulking (513R; !. Color: Match siding END DIVISION 1 Dlvisior 8 DOORS AND WINDOWS 0200_14.1OO)'QO'ORS (_over Level, Main Level Upper Level; Part 2 Products I. Panel wood doors: A Coordinate with materials finish seiection schedule. 2. Flush wood doors: A. Coordinate with materials '!nisi, selection schedule. 3. Stile and rail(store door} A Coordinate w/mateial. finish selection schedule. 4. Patio door: A Coordinate with materials Finish selection schedule 5. Otter A Coordinate with materials Finish selection schedule. 0300 SPECIALTY POOM5 Part 2 - Products: L Sliding glass door: A. Coodinate with materials Finish selection schedule. 2. Garage do,: (make/stylel: .see division 11450' A. Coordinate with materials emir selection schedule 1186Q0 WOCCJpMNYI- WlNpgw6 Part 2 - Pockets, I. Note Egress - A. Every sleeping room shall have at least one operable window with a net clear opening Or 51 eF. The opening height shat! be 24' minimum, width or 20' minimum, with a finished sill height not more than 44' above the floor per USC section 310 B. Safety glaze per UBC Chapter 24. C See plans for egress and operation. 2. Manufactured by: A. Color. I. Coordinate with materials Finish select!on schedule B. Style: I Coordinate with materials finish selection schedule VOW - msK?r'1t °.rt : - pt,o_Cts t T{p. A _doorre r'yr ret3ia ' *erecter scram, 1 YYne Stew -g A eoorre .ate w r rateras 'r eeedear sovat,a 3 'Weaned. A ecretee'e -t we leer erects ecreiil.• Pal+ C�,ttiarG Pat : - Ac4c•J ' Gass Whogreess -.° be de'-ermeeb . sae are seta .cadeg per Xi: - aloe Crave __ 2 bare. maze tier .t3C Ce- c er 24 3 ►Trap's t s'a'wn 4' 'cat pate Gass END 12rvt5!ohr P P uts or F'-!r1Sf VILW Pan : - Poem L tees See the 'TY.MCAt. St Df.ft " A - E EA. S s: o- rte ,asros A =r:eit. Coordinate a •r a rt actors er eater a seed pro 1. Ce':ng: See the °i' B.. _:ms st O' tre clasps L ='rim COP-3 ate a:r mate -au Prier seiec,or sensate 3 Cope - ear areas A- Type 'x owe as recA.ireo See a rte, 010et m s:. assert,- lea. - stem-. B la:ev-rr Ca & as read at .eta ceec Octet ore pester :sec15'2 4. uo-dmeOOa'c - 0. at a die ocatd, %tee e 5 eta comer Dean ,or e Coo-ovate ere fete a = ere, select, SOeate Part 3 - Exec-,: o L Appy as -.wee U5 : a'ecte 25 and 'apse 25Cz ono Z5-,_ Ns' v scree r pace Ladies. x - 300 v Par; 2 flop c ; L Ceramic ouarr aro narca : es Cooro -ate wrtr -ate an 'vsr nelor at'or sortedu'e. Pa^ 3 - Exec.:: ', L Refer to ranvrac:,: e- s 9coseenoations. ?:550 .O0 = _OC' R rL: - Par 2 - Products y pe A. Ccor a:rate .ter - ate a9 'mist 5C_iect t.lJded.le Part 1 - Proa.cts . A. Cooed ate with •nateriae finite se■xtmon sdnea.ie E%80 - CARE t a Par. 2 - Prowcta Caroet and °,o. A ✓ooaate with materials rime- selection ect4 - ?9 ° GiN'Tc Part 2 - Pore:, L Pa nt od ove p'eo,li eo ,;rrace per ear„ fdc....•es -eo m e oa i ons Coceoinate ear mate'a )'. Finy/' select!, acted .e. ?9�fi0 COVE c5S Par, 2 - Products I. Type A. Coordinat w' r CorvactoriOure- mate a see,. END D ✓151Cr: 9 Dlvis on '0 SPEC ALTIE5 I _ ;_OuvERS AND yEN7 Part 2 - Products 1. ,erduare troth 5c'eer .:4' x •14' or sort .'ecu as zeta: :P.O. 2. Continuous 1' verfo mee meta' soffit Vent as deta'ieo 3. Roo' vent ;See Division 0 4 other es e. as noted per clans. 10300 eREF.413RICATFte 'r ACE5 Part 2 - Products I. eocatioerooel,Axr. «stew. 4 Coordinate w:te materials emir seiect'on schedule Part 3 Exec, tion. I. rage d'vsice 01002,9 'or mist assenibiu requ remertx 'x fireplaces I. See division 1 energy reouiremens. 10400 j \T;FeRrl(a V5vlC55 Part 2 - Products 1. Melding_ 'sanbers A. Coo - pirate with materials finish selection schedule. Part 3 - Exec..ti, I. ;natal it !ovation per - 'edict ona reduiremerr-s. 10800 TOILET ANN 5.47 ACCE55ORIES Part 2 - Products I. Toilet and bath accessories: A. Coordinate wen materials F inisr selection schedule. 10900 WARDROBE AND CLOSET SPEC :4_ Part 2 - Products L Storage Closet. A. Coordinate with materials Finish selection schedule. 2. Clothes Closets: A. Coordinate with materials finish selection schedule 3. Pantry. END DIVISION i0 Division II EQUIPMENT T 11010 MAINTENANCE EWPIENT Part 2 - cecduct I. Vacuum cleaning system A. Coordinate with materials finish selection sdhedu,e. II 4t50 t2E51pENTIAlQUIEFIEN' Part 2 - Product I. Garage cool opener(st A Coordinate with materials finish selection schedule, 2. Ironing board cabinet (or drawer. A Coordinate with materials flnlsh select',on schedule 3. Free-standird appliances: 4 Coodirate with materials Finish selection scheme END DIVISION Ii Division 12 RJRNISHINGS i ' 0w Part 2 - Product i. Window treatment A. Coordinate with materials "nish selection schedule. END DIVISION 1 2 Divis!cn 13 SPECIAL CONSTRUCTION 13150 POI.S Part 2 - Products I. Bidder assign 13156_HOT TU5 Part 2 - Products I. S. A. Coordinate with materials Finish selection schedule. END DIVISION 13 Division 14 CONVEYING SYSTEMS 14100 p ?. TER Part 2 Product I. Dwrtwialte A Manufacture/model number '. Coordinate with materials finish selection schedule. END DIVISION 14 G soma tE r'sCA Pat - Genera ' co system : e C ode' dent de 2 i2so-rx _ earer_s A Q aer e 22 v.sor aere•a Re.- rarer. 3 Coreacs, sort cite ours re are .a rAC. Mawr I tondeere acv over rises Past 2 - ° - _l3Lt ° MS are = ' nee - cast c c' s zesa •ac a ac- the r--eraex orpcse ...cede east re-.• ut• eomeressd , ere t orts Ce OCat Ore VOW Or :rte eau •GS 2 P no,oe Seat-Outs at berm S ve•-a :tOo G. Gas °er ecoe rem ' tea. on of arm areas ' ° ro . . de ar aorro.so era -t o.aae sn.:c• - r ea van rota r the c_ cep sort a tee -r ate.3 efts rte gas Bete The va'r<_ saw ce dcated oles'de c' the s_-o:re am oe aCCeesioc P .aa cats _ Bed_ :race- s' :,ere K - tree, Sc de 2 Am sax ype - -sort soioee ♦. °tepee &c ore, A '+7, ate neater 'Da s •, _drum Ceora'ats _ r oane•e mate• a sees : , 5 -. e t. o c '•pt.: coo' t34 "a'•e' -eta C "a' ern:_ -o'f ea re - aa•3cm r errs rc r x:les :oonoratte. _ _- craw ., - ate' 3 se x: , 3. -- ca : o••- 'c doer xs:gr correct', r -alt tine c.a-ane r -a' set.: or' naives •r seta arc ern : -c' aro era r ra 4 =.:.ore: c Sc - ace• a.s:1r c ac m- des ^J per Pa, 3 - Exea:_ err L re is 2e• c .ass cr eve systs to aovor - ate - .r so copra - use 'thee., • a :tame eons s:rr tilt edest t s:ancaares Re's Orer3 e^__ - seer, Fe- 2 - °Matte-: -0-ceo A A s Co ' a•_ u rt^ 'nate a's : n.i'Y ea ec on soreo.,e B . D.ct -arc ant re_ at cetera :e _ • ma e•a s n see t a- edeo., • -. • c ea.e' ' ; ro`'ale _ " mate - 315 " Seect c .s :.o•aira?e ,tr. raw as ';nil seer: on etheceee. E Rec ates _ - ':r• ac soy y Coorox is et -acs as hese se+ec: o scnea, e. = u,.,dx rtes :ocoirc ? 5 vest .coat or par ..S.0 section 042. i =are. seed 's.0r - err, 3. ✓errs . :conoeete tee eater acs rier see ttiot schecree. A. E asset Dots' A. Teeleate outsoe -,, ate ao x..2 torth oats ra't °arcs -n DC J C sect on r0' Part 3 - =_xecte, t The 'rota ter design tea s.ater to ado op' ate te sd c. pea -eo_ :rerf--t, are cutrt or a "a.'s cons stem: W nyue, standards. Pere - gerea rewmerer . Etc D'v :5icN 5 Divisir 6 E' EC R. D-_ 1600tV4 :. Fan ' - erra E.ec• ca. systems :G oe chose oes'aneo 2. ecuaiory recur e ne. ut •e'er to D v 5 c'' - Ceer,a. Recteemer :t- 3. Contractor to provide sneer ca olaora -n rg ae_ts des o_r c'c t' follow lighting pen if eecv-deo. Coo-ante W.tn Ouse trades 16 °OJJ=R Part : - accost ,. Wee and Boxes. A volt 2 64 ' 3, u,re . Cr • Dare, _ocat pre B. _o voltage: stance° type 2. Pares. Smcuit Gt.'s. ' cox fortis labeled 4 Caoac:ey Boor Des err B Circei try: ?doe Des or 3. Cx o,ar mn. 4 x'oVde 2 1' ;create 8C .Vet conduit at concrete stem waf :or electrioai service aro ) 51' aierate- x U C' ong 04 var.izeo •00 'or e'ectricai gra:rno'na 4. Smoke :.et -1 Prev oe aro 'ratan. de- I.BC sect:, 3 5 =ire alarm A. °rcroe arc rota - be .B.0 chapter 3'0.'0 ar•d as reouired es goverire fire ma •sha ". v Part m - Executor I. 'he - retailer to aesidn the system' :c aooroo'ate jur. soictioa! reau'•ems'ts and functon a nnareer consistent ere the industry standards. ReFer to genera; •eou'rererre and k7,7:c CJt ll N CAT Cis Part - Products rttrusion alarm and secret, tetece, yasten, A Coordinate with eateries - infer seed on schedule. 2. chore system: 4 eoordirate e t mater as ' rots - se'ector soredee 3. Intercommur:icat or systems A. Coordinate ,sits' eateries 'mist' se ec :or scyedee 4. Stereo system A. Coordinate with mate es fees, select :, sc+edu,e. 1650E GI(�FIiiNG END DivISION !6 tat iser ENERG` REQUIREMENTS END DIV15l 461.1 b3D Cpl`' 7F ? ' ;KWIL& A f *.,tiFD 3 APR 2 N 3 A; J Part 2 - Products '. Fixtures: '. Coordinate with mate ia.s'rir seector schecele. 2. C„tt!: 4 Setcres.i. Coordinate u -th mate :a,s Ft-sn se :ect., schedue. 3. Dimmers' . Coordinate with mate'a's finis se'ection seeeduie. 4- Boxes. • Coordinate untr materia ' a tinier senecmOn scheme 5 Other Coordiate with mate', is rime* seecti, sdeduie Part 3 - Execut err L The retailer to design the system to approprate 'u' nd• ;i,a reauirene+ :s and !lector in a manner consistent wih the industry standards. Refer ID Genera; requirements. VASU 0'cN STATE e ' COOX)E, Genera• Notes I. Elect -c water nestr , stal! nave per 'uSEC - 5044;. separate dower ,r gas shutorr Nonconpressib:e RIO ,ad 'Jl erateo spaces arty) 2. NACEA label , tank 3 TerneeSture setting , ,ass tar or • ton 1 20 degree F 4 Showers and :a•'atntee shat' limit flow to :less than o : to 25 gon 'WSEC - 5046'., 4 Gaffing -rsu Gaol I. Barnes r maintain I' air sauce above insu :aticn 2. Baffles to extend 6' above tett insulation 3 Baffles to extend 12' above loose F .- rsulation B. 'Wall 'rsu'atior Face stapled batts 2 F-' :tion fit unlace° balls 5 Poly vat, retarder or 6. PVA tra rrt wet dry cup peen rating or max. ,. Concealed insuiatin ehel be paced: A Remind shower /tuo B. Behind partition studs,comer B. Floor insulation: A One dry cup rated vapor bans on the ea'm side B. Moisture contra i nsular" xn. Attic and Crawl space access panels to be .nsuiatea and ,weather - str(pped 9 Recessed lighting fixtures to comply with eSEC section 50244 la. 4f :ns.ilatIon is installed and equivale't to the R eaten as ehour it tab!ee b or 62. II. Yacor retarders 5na!' be installed per 'WSEC - 50216:i 12 5'a 'E m'I black peiyethyiere ground cover, shall be rapped '2' at poirts and extern throughout the crawl space to roundatice we 4 Ail exterior doors )except 20 minute doors) she be weather stripped eel , WSEC - 50243b 13. Sery ere hot and cold water piping In unconditioned spaces shall be Insulated t° R -3 (U1SEC 503.i!; 14 Heat re ducts in uneondkloeed spaces snail be insulated to a min of R -8 eJSEC - 5033 1}IAAb1 STATE AIR Qet - Y ACT. A. Genera i 'Notes B Standard air leakage . W6EC - 502 4 3/caulking s complete when installed - tilde ' -..easing locations. Between some platee/subr■oor 2 Wi'iro /piumblrg /duct register be'etatices 3. kri ,oieta3mud Sills heated lower floors) 4. Partitions stun penetrations, RECEIVE( CrTV `F rlaawr n JAN ? 7 ?003 lB NO PILE SHEET Al C 1 AD°RO\ S .AD 3_ OPE PORCH 3/4" =1' -0" 3/4 " =1'-0" A__ \ COON - AC - sE TREA`ED OR Ea. A_ II I 1 11 1 7, -- , _4,44 ' 8, �I ExTER oR 2x' - URN& i^IALL N"TIV I I! I I - !�! III I II- -� 11 — ! 1 111- 1 -1 - III 1ll III i ,�� III ����, ��II , - ,1 I LI I -_ _1 .111- 111 -111 i i I= I- 1711E-111= 111 I /,/ ! -III iII - -E. - - - POST PER PLAN -- 1 ! -1 = 11 - ; \ L ' i — ail!���I!!��11,111111111Iff II�� 111-., —_! I=II! =III 'i1 =1�1= 1= !iI� - -1!I 1111- 111 - 111 - 111 - 111 ---- 1 1 ' -' I 11 -9! 1 11 !111 II — FLOOR RA -4 NG °rR AN FURING WALL I I >: Rr NFORLE'.'EN (RE -5AR) FER PLAN 'RA..NG PER °_o\ ST. /.2 S =E_ 2 N S_AS e 32 oc SEA. °=R =_A\ RE \ ORG= .E\ (RE -SAR -_A\ W' PAG l FRO! =TG. TO TO OF POR C-+ FDN. i^IAL_ cc_ � AL_ __co " ,C 5 ARE r - °RC '50 s SEE Y. 06 E -R FR -" 3 - •E E • i 7 r L P O� • SITE DETER' NE: [7- gym ' FP -1 O LFr-' -11 FFP -23 m CRAWL SPACE VENTS cE_L SF_�E. - Cae- .L SP-.D__ AREA 52 _ - - SF E$ C E\_` = 5E 5= PER /G\ \_- E _ 4 vE\ - -- 58 = ;4 vENTG 5 __, YE - N S. CLtN 'SEE °_Ate POR _Or.:T O., 6 - /E\'Sf_58= 8.'s' 5FOF VENT a.- °RO r;DED •.EN S 5 -i_ 3E- �✓E .^. SORROSON ✓E\ _OC.:.TED iN @' ' :OIST ""l:5 SE _ - we SOS Garage CONCRETE 10 I 16' -3' 20 - 1� - - - -- - 1 jr -® - 3 -10 li?' 3 - 0 3 4' T – r ' 2 5' -2' O FF -8 4' -= 1,2' 17 D1 10' -0' L V Patio GONG. Csi Patio CONC 40 -0' Stoop GONG. CV m. 01 3'-2' 4 -4 A FP- 4'. FP -I LF P FP -i2 1 FP -24 j I .O ' 1 ?` - i4 1 t * 4!f Crawl Sp ce t 2 13' -8' 20' -0' 20 -0' 5TEP u�rOa* ON 5'ET' wAL_ 4' -. 1' FOUNDATION /MAIN FLOOR FRAMING PLAN Seal. V4'.1' -0' \ 2 -0' = P -S _ 0' r CI TY FCE � F TII� , JAN 2 7 2.003 PERINIT OEN TER I GENERAL. FRAMING NOTES FOUNDATION KEYNOTES , SEE _) ` `_ Gr G� - = 6 -DE "'N. .'x a' =' NG. 3EE _ E =OR AD- - O'.A .• c\. 3EE v 3 S-4EE CONCR = - = S_ 5 O\ ':F. D= ,:.__ Si a' _- Gc S TEEL. --RC: = = _ \ S--� 6,6 c 4x, / • 4 GF - \.vv -F � L"E TO • -' ✓'_7R PRO/DE - - ;CKE \E: _.✓ 7,0C• SEED V 3 S --SEE 6x6 =0S O\ 0566 -^3C✓E , _ -8 :\ SEE ✓ S EE' CR - S^ -CE /EN -- SEE AT ON BELOW. SEE D / 5 =- CR ° 16' O.G. ,.\ '4' "' \ 3 c` \G . P =R _BC SEE ✓.6 5 -EET _- • _ NE. ^- ._EAR._ .CE FRO C.0"-CRETE -- END OF 3E- SEE v.6 EE - cO5- AND 3E 4i ON 92• - E_ D\ -- =OO - 'NG . N.0 PRC ✓'DE 4x6 POST s SEA SF_ CE a °OS'- /E' CO\NEC - •0N PRO °C3T - O FCCT'NC. PER DE - -L'_ SEE D / 6 S--PFT ..- GRO,;'ND COVER SEE ✓ SAEE .-. c_= R C-._ SERYCE F'ROV'DE 2 72' SC- ED,.LE 82 PvC COND. FOR E_EC - R C-LL SERVICE AND E '5'x20 _O \:s G: vANIZED ROD D FOR D R D-;_ GROUNDING. SEE ✓. '6 -+VD vER F" TE COND - 'ONS 5_OCK OUT 'N STE'^ 1,L.__ FoR DOORS - ✓ -C, ETD AS REQUIRED l F= rFF = L FF t FP -� t F- C .1= I _ - CF _ CF -2 [FP `4 0 oy 5Tx ! 5 E _c .ER =-.E__ =oe -__ - tie..- \.ITE_S 2 SEE -- ° C.._ "L. ER _ 5 ^Ja SEC" ON S-EE 3 S_ /_ -EE ___ 1'O - _S ..NC CO=NCEQ\ -B NCz -\D = -EC a 4 '_.5S CE5c\ PLAN S - - c'J. c c SE_NERc-" _ r J Oh_• SEE - / 622 - 5-EFT r'C, -55 _CAD /�/i SEE ✓ /. 0 2 - -- -- - T -SS SPAN PER =_DOr I , 400 c =x O. PER =__ ✓._. ON \ - ER O c °=R SECT - A _ 2,4 /EG _ AND e _e..E OvER --\G PER RC c L -E--C-ES • - 4,•0 D..: \.0 PRO /'DE F_ =F ` - .D ° - -P. 8 D -\ 2 - e -- ER ,. ..2 S ^ /ER 4 J -.NO. !E x24 CR -wL SPACE - ACCESS. ;\SULL E AND laic ER 5 - R'° SEE . V. 0 51 4EE PRESSURE 5_CCK,NG OF S-L`" .52E AS 24 x24'x - ' '""AT =OCT NG ON SOLD S5-LE . • _ •4 5 -R E.CI- w.L'' OR '2'x," F -F P =COTING "ER DE L .6 = 3C "x30'x" FOOT'NG ON SOLD SUBSTR -•TE •L B t E..LC: -+ :aY OR 5'x':, STRIP =OOT PER _ _ '..6/D1 36'X36 FOCTING ON SOLD SUBSTRATE STUB STEEL_ -' INTO SLAB e 12'oc = OOR ;05' SEE D v. 6 S+ -;EE- - 4xE 5Er" _'NE SOLD SOCKING BETLEEN O'ST OVER SuPFOR SEE DIVISION 06122 5+ -4EE` 4 I PRCV DE SC_ D BLOCKING JO'ST 5'rS - O °RC ✓'D- SAME Aic'F. -. O= 5E - SUPPORT -.S -:ROVE AND BELOW SEE D v. 6 5--r ET CLE -R -NCE FRC' CONCRETE AT END CF EX - END °'ER 18' BELOW SURR^,AD"NG GR-DE 3' DIAMETER STEEL POST EDGE 0= CONCRETE SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE _ _OARING POINT LOAD TRANSFER \G DOL.N POINT LOAD TRANSFER \_i DOWN. ,U/ . OADING 4-1ANGE R P‘' HOLD DOWN WIT+ -4 SIZE DESIGNATION 2\' POINT LOA TR-LNSFERED KICKER VER DAL STRAP WIT,- .,2E DESIGNATION TO BE JSED ON =LOOK BELOW NORLONTAL STRAP tt,T1.4 Si:E DESIGN.LT ON iND C-TES BE ter' . , LCULATiON ,ll!TN INDEXED' NUMBER WALL ABOVE WALL BELOW NOTE UNLESS OTNEQW'ISE NOTED, ENGINEERING SAND .-- _CuLAT'CN5 ARE NC ° RCv'DED \ T' DRAw'NGS. / S U 0) CD T � � Lk) } co n 0 d eu U 0 U 0 H - TITLE v w - - S 0 w a_ C CC 0_ �o 5 M - < N c) I- Q a o d 0 0 0 co c� Z 0 07 NO. 99044 24 SHEET A2 ELEV. A C: C \ CP :z) ( NOTE: F GRADE NECE55ITATES ' GARAGE TO DROP ADD ' ST4125 OUTSIDE FER KEYNOTES F -3 U1 iLrry 3' -9 I/2' 4' -9' 1' -1 /2' 16010 OVHD DOOR Patio Rte. r?'r�. ,+ 3' -2 L2' '-10 I/7' 1 T -4 1/2 GLAZING CALCULATION TOTAL SF OF HOME 2365 SF TOTAL SF OF GLAZING 300.6 SF TOTAL % OF GLAZING 12.7 % SF '5 CALCui_ATED u5i7Ys THE REQUIREMENTS SET FORM .N Tl.;E :.S..W TJ TION S.: E ENE '. CODE - REFER - C CCC.i"fE\ O' TO StPPC!F "'ET=-O:.OLOG'r OF PERF-R* -- ANCE comet •ANCE Family CARPET 20' -0' 4' -5 5 -81/2' 4E - 0' ( P-12 J 40' -0' [Stoop GONG 60''5 SGD Pi (qG C P -4 5' -4' . Hall CARPE- 152 7 2 D2' Nook VINYL PIZ _ Entry TILE 3 Covere Porch GONG 4' -1 1/2' F -9 P -4 5' -I0' 0J, SYMBOLS AND LEGEND : ANT TO a:T51LE -SAT.-ROOF _ 4.PORY 5 -K. 'CHEN 00 GFs" . •1 . -iOi.SE FAN 0E V.1Y *& VTOS ..4+OLE i.v^u5E Ef+,.;+,"S" FAN CC+rNECTED TO A 24 MOUQ - ." 'ER - 1 ' 1 .4 VTOS Ti ER""05TA:. • 50' ABOVE FLOOF 110v SMOKE DETECTOR PER ..5C WmTH BATTER` SACK;jF' INTERC CTE D T _ 4 '+O.:R T -O t -ALE ►HO .SE FAN S -1 I/2' 2xb U -QL Kitchen v1NT L Pantry VINYL - I2 J, 3 4 Dining CARPET Living CARPET 1' -0' 5 -9' MAIN FLOOR PLAN J YEC-AN P'_.Jr+rNG AND E_ECTR C 5YSTE" =OR PER D Y. B : - SEE S-EEET at Ft A F'RC /IDE 6' :' E ' = 5.. AFRc \ cuT5'DE "O RE" "Rti AIR °' EN;P'' AT RJR.— DE DAMPERS e FRC /IDE T- +ERr' - A:._ ExP -.t.S CN TANK AT k.A T ER .EATER. C. STRAP ::ATER EATER "O FFC.:mNG G" - OP -ND 5c °ER :°C SEC. 608.✓ 4 :PIC SEC 323 4 p. .'@C / DE "�FE SSuF� RG IEF LBO J GITY II- I►II.I1 AUG 0 8 /003 PERMIT CENTER REVISIONNO, e I GENERAL PLAN NOTES FL9OR PLAN KEY NOTES 1 0''G,.wA , %O` - SE=A<1,:.T ON: EP 5 8' TYPE x CE T -C•STS __.. POSTS ANC 5EA^'1S - B O v E =ROY' 5I_- TO RCOF 54»E_ 4 - i i N G __P _- . _...."ERS _ 5 8' PE x' G . r - C' TR_S"rE_5 AND T.) FLOOR ^GISTS :'t= ✓I✓. etO ::_5 SHEET - .. 3./8' - IN. SOLI; CORE '✓COR -. SE,_F 3E 'IC.; ' Tips SEE v 0-'00 :E SHEET -- L.R .SSE -, BL NOTES. PER .BC SECTION 003. AND Dc'. -._ ._- .. b -8' i• -0' 13- ~ +'E -r'S ;0' MIN. DEPTH R. ^'.;Y C_ A .: E.= L " ti - 3 . TO - A, 38• A50'/E -.A,NDR-;L_ ; i.2' M \:. TO .. T"-.x CRO55 SECTION ""ENS ON -.\U L_' 'T -t C_EAR =RC'' uA__ RE - ':RN rc _ _NO.o D INSTAL_ -IRE B_OCKING AT STR NG'_',= - 'JP AND 5O AND A27-.:A:- E. CO'TR :.5.:8_E SPACE . \:.ER S .R . '.8. TYPE .. G.,LS.. 2. A - ERS CE NG F NTER"'ED - ATE _.STE S S- BE ,—ACED ,L _ESS T -AN 4' 3ET,.;EEN S-...- TER3 SEE D'v. O'00.2.b SHEET A- SA?-_'` GAZING -_K .EC SECT 01 240b I:J1NDOWE WITH 'N 18' OF 8- ,iJINDOWS W:TIAN _ :4 AR' OF :BOORS C. W1N OWG .: T;;E- .:N FHOWERS D. GL.:E :NCs IN DOORS E J T:-4i!'i S- AIRL.ELLS F..L1 -:-+}\ 5 OF TG° OR ;30TTQr . STAIRS SEE D 08800 EET A -1 =4 P : P -O F- P - 8 ( P -9 P -10 1 ( P -1 1 F 3 ) P -15 j P_ 20 21 1 r _2 - 23 1 P -24 L SEE CO iER -€ET FOR -_-a GENERA r O'rES ANC AND ...k 7 NFORt"".. '.�I SEE v `' SHEET .- 3. SEE _DING E_Eva - 'ON FOR - a... OP_RATiC SEE Di a SHEET A-• 4. SEE TYPIC:,.. ?".:TER .-._5 L ST O'*, SECTION STE 9. E /ER ' ET FOR `•:..7TE5 �. RE Q_ R '"E:NTS COrCERN' - SCr- AN:CA_ PL.s"'S'NG. AND ELEGTR' C AS. EGRESS WINDOW PER ,.6C. SECT;=N 3104 SEE O 08600 SHEET `.-'. IGNITERS FOR '.GAS FIRED 4PP. -',NCES IN GARAGE TO BE 18' MIN, 45OvE - OP OF SLAE. SEE C.v. 'S 54-4EET COVER W __S AD.:,GENT TO TUBS AND SHOWERS .,;: Tt-' N0\- .iSSORE =NT MATERIAL TO TO' ABOVE CRAN INLET . SEE Div. 0 .3250 SHEET (2; _A.`"ER5 OF FLOOR SHEAT--iiNG OVER. FRAYING, 8' " :x- RISER L IC' M N. RL N IF MORE (3) RISERS, i-IANDRAIL REQUIRED PER USG, SECTION 1006 SHEET C_T-RAL:L SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 0002.2 SHEET -I 2'x30' 4'7C- SPACE ACCESS a: 3O' HEAD OLE:ARANCE. INSULATE AND LEATHER STRIP- SEE Div 01002.1 S1-EET FLOOR ..'ERI ;_ BREAK L'NE WALL LINE AEO'vE WAL_ _:NE BELOW F REPL :C +SSEI"BL`' NOTES. DIRECT VENT FIREPLACES INSTALL PER MF.s. SPECIFIGAT:ONS. 5-44 ONFCRN TO UBC RE L, IIRE_'IIENTS_ 5E7 D'V 0i0O2.8 SHEET A_.1 =3. ZERL C_EAR FIREPLACES SHALL CONFC:R"' TO UBC REQUIREMENTS. SEE DI■ 010023 SHEET -I C. HEARTH SHALL CONFORM TO UBC REQ.:I REMENT. SEE Div. 01002.8 AND 9 SHEET .:, -' d. FIRES T OP OPENINGS AROUND PENETRATIONS AT EACH FLOOR PER U.B.C. SECTION 114. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER USG 509 A. AT STAIRS SLOPES AT 36• ABOVE STAIR NOSING- 'B VENT FOR MEC- IANICAL. CLEARANCE ALL SIDES PER ..BC SEE Dlv. IS SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT ARE INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -2I INSUL4' ON MIN SQUARE FOOTAGE MAIN FLOOR 1215 SF UPPER FLOOR 1150 SF TOTAL 2365 SF SF GARAGE 525 SF DECK / PATIO 144 SF SQUARE FCOTAGE 15 MEASURE. TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN rALCULATIONS OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS Q O U 0 SHEET 3 I- 0 I- W S I- IL 0 cr IL c cc CO -I 0 w u Q H L O V? ELEV. A !� 8 J ol P- in ACT_ :.t VE0E55 T4TE5i G.12+G-E TO DRO° ADD 5 RS O TS!DER J' , KE`NC -E5 ° -3 I E -5 _2' 1 T -4 '(1' GLAZING CALCULATION TOTAL SF OF HOME 2365 SF TOTAL SF OF GLAZING 300.68 SF TOTAL OF GLAZING 12.7 % SF 5 C- C - =D SE CODE. S�°pJ+R' - COO_OCs` Gc °ERCCQ"- CE Family Garage CG \C CP -Ii 16 -3' 20 - 4 -5 5' -8 112 Pwdr. v\' [F' VTO5 2 3' -9 ;;2' 4- ' I' -l 16070 0\4-0 DOOR •2 ) - 101 oE'5 SG:; 5' -4 Hall CARPE" 15R ' '^ i � 1 L.c (r -1z Entry TILE 0'0 5' -10' Nook VIN` Covered Porch CONC \/ 1 �\ I D; Utility SYMBOLS AND LEGEND z -e_ C - s 4- 52 �CV - � --!� -►c =A\ 00 *- ��. ✓- 'S • -o .. 24 440-1Q - i/� -�- __ \ VTOS ▪ ' Q ')S'. -.T • 50' -1ec LOO • II@, Sr"?CE D_ - EC - CF PER ..BO L:' -+ BATTER` BACK-.° ?'1'ERC .EC'tC T :4 -4 OlF ' ^'FQ TO as+0_E i.J SE =�1N 8 2 • 6 - 6 ':2' ■ 2x6 L4LL 7 8 6056 20 - 20' -0' 40' -0' X645 - 1( . 0 1 r ', Kitchen ✓IN` �� q' Qr� Dining CARET Living CARPE 13' -2' Pantry n :: QI u P 2 I -2 I - MAIN FLOOR PLAN __ =C $vSTE± _ FOR N 4 °ER7, ✓ eICY5+' FuRN] PRO ✓ 6 CL'S ✓E - C RE - ,.?N _'Q -_,. °RC ✓ C= "- ER"^.:� ExP.:1�S•Oh '4\* _ ,,,,;,, -Er C S r-° ' =F -EA-ER FRA \C: -- -O° AND PER P 7 b085 4 .J 5EC 3034 °RC ✓ ° E_ E_ _' 0 ' r m RECEIL ED �c CITV OF TIIKW'! -\ JAN `? 7 2003 PERMIT CEN E ri GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I i L - C° F .-19 1 J C am' -20 FP -2' r P -221 CF-231 CP -24 t SEE SO /ER J--E FOR 2. _ R '. _ °'Y t►FOr ' 7h SEE ✓ - S- EE" -- 3. 5=E °,. _ : tics E_E ✓ -- O - - a SEE D' E 5..E_ _- 4 - SEE -` ° SA 7 -.-S _'5' ON SEC 5. 5=_ l-C / - =4 S-EE' =0R - -- \.: " =5 -:\23 E -E C +c _ - _ _"E E 5 E. x ;s : ° CE _LNG- O b'S ,__5 RCS \ 5E- ;RC O= 5 -E- _°°_ 2, _A. OF = S x 3.... C - R-55 =S S SE_ C -v. 0'C 025 5-EE ! 3/5' \ 5C. - SORE ::2O' -- SE_= ' CSE - BE - 3_- _ -- NG 5€E. = ✓. CC: 3 S--E_ - S e -SS= - _ NC ES: °ER -.5'2 SECT ON 'CO \✓ .-_ -_ -.V_ 6 -8' .� - - \ B RE -.' c 0' ,\ _°-- R S =RS C. - \DR.A _ " 34' 'O "-X 38' -X CROSS Sac C\ E c\ - D \s ___ ='E 53_0!;K NG :- S R - \ - -= F_ - JF _\C 5C - - c" : \C -CE \ E. /ER "x' 6 \:(11 - -� =-3 • i\Ee"= ▪ 'EB- _.S.RSS- » -_ _ -E5 " - -N 4 5E7. -._EN 5S= ✓ 0'002 6 S-.EE 5 SEG O\ 2406 B. L.;\230'....5 - \ - :4 . z O= CRS • NC-- - N :cc e5 E - \ S .4'R.:E_ _5 F. I:, -- \ 5 O. "O° OR 3C70^- 5 _ r Fc SEE D v. 0&800 S- = E - - EGRESS 5EC _ -\ 3,04 SEED v 05600 S-.E -- IG \ - =_ee =oe •\ sE- V. 5 S --1EE COVER -A__S -»D. `CE \ -^ ',,BS -:\✓ S-- 5 -5 - \C\ 'TER ',:,L - C - 0' -;SC VE ^e-. \ SEE D' ✓.09250 (2 i _- ` EIS OF =.00R 5.-E.2.T44ING OVER 8' R "SE_ R w' • - 0' "\. R'..\ 'F "'ORE- Tr-..z.\ '3 R SEeS REC.:iRE:. PER uBC SEC ON 1006 S■ -» -' 18'x24' SPACE ACCESS_ t E Tt Ee S'e'° SEE D!v. 0 SHEET 22'x30' A" C SPACE ACCESS w 30' -4EAD C_EAR. -`NCE NS,._ -TE AND ;;1E..T -1ER STR °. SEE 7 V 01002. SHEFT A -i FLOOR ^' 1'EQ _ BRE •K L 4 ,L LINE L'NE BELOW ASSE" NOTES. A. D REC' VENT ='RE°L.:CES ==R "=G S°EC'F CAT'O\5 S-IA_L cc,' 'FOR'''. TO uBC REQ,. RE-1ENTS. SEE . v- 0'0028 SHEE' = - B.:ER; _E- : -RA\CE = REPLACES S+- 1:'.LL CONFOR ' TO ABC REQUIRE SEE 7, ✓. 0 002.8 SHEET = ' C. HELR - -a 5.44__ CONFOe^ 11BC RE:,U REME \ SEE D v.0100.8 • =!RE570 OPEN NGS AROUND PENETRAT'CNS AT E4.C1 -, FLOOR PER u.B.C. SEC "ON -i4. l SEE SITE °_, AN FOR ExTE\T OF .;:;.LKS F_ ,6 AND DR VEWA` S 3' DiAME - ER STEEL POST 36' GuARDRA F'ER use 50? A. AT 57 SLOPES AT 36' ABCVE STAR 'NCSINGS. 'B VENT FOR CLE- T RANCE 4 5 - DES PER LC SEE 27: 5 SHEET A -' PLANT SHELF SOFFIT ARE A INTEGR -'ED "TAKE uP A;R Ct i i .F T ;;'rYMMLA UPPER -ND LOWER :'NE\ CAB!NE - S • 2x6 S'UD5 W/ R INSULAT'ON N. SQUARE FOOTAGE MAIN FLOOR 1215 SF UPPER FLOOR 1150 SF TOTAL 2365 SF SF GARAGE 525 SF DECK / PATIO 144 SF SQUARE =DOTAGE 1 5 MEASUREc TO "«;F OUTSIDE FACE OF WALLS STAIRS :RE COUNTED ONCE \ CALCULA "ONE OPEN TO BELOW SPACES AND CsAR -fsES ARE NOT 'NCLUDED !N CALCULATION X03 -D Z�! z flrLL NO 99044 -24 SHEET A3 ELEV. A 1 V MONO RLSEE5 J J OFFSE A I COMMON TRUSSES* 24' o.c 0 2x'2 DF GIRDER TRUSS GABLE END -RUSS w J X n J L ' 4,- y 4 ) , ^J s E m r 11111L1 ' w; OV•DE '2: 2x L'D 51-00(. BEAR' NG 5EA NG ALL 3 � i i m a d) '5 r 3' • ._J J 2X LEDGER 1 'N 04 A NA7 -(2) 1 1/2' x 11 - I/5' LSL RIM II -7 /8' TJ! PRO 250'5 C 12'oc !!i- 1/8'`;FRC150'5 UPPER FLOOR /LOWER ROOF FRAMING PLAN ii s -_R- FRA' L I GENERAL. FRAMING NOTES r ( F -6 l F 1 ( SEE /E4 :.F= =CE SEE ^MATER s _ 5' ON SEC - ON S 4E 3 SEE -__ NO - Es �D CONSERN \C - SC--- :NBC.:. °_J NCI ..:.D E_E: 4 - 2.55 , =5' \ e.„ S--CJs. 5 =CR GENERA_ _- _" ON_ 5== .' 6' s-==' - SEE v 0,010.0 5--EE - R-SS SP-1.N rER _ccc P_ ,NS - PER °_.•-■ 5 RC CR _ -N.0 6 • ms^= ° E_EvAT•.O►. . S-.. -.N. • _ 2x4. /_E - _ AND F -<:- OvERH NG °EQ Et. .._ -D E - -=• _ v :�_- - \ ^ ' - F --- -ER - -: sue___\ SEE • GZ c C/L 5--EE -- CI Y O 1 ; , IL,A RECEIVED CITY (F rtir ti• .: JAN 2 7 2003 PENMI' CTN'Ek FRAMING PLAN KEYNOTES 1 t J RE's 'ri C _ _ - /•-C NG S== /'S S-E_" - RCS = e- " "E^ =es -DG- O` ...CIS WIT,.., FACE OF .. F _ _ N5 J- =ACE OF BED-- URSE - � � BE -1 �.� - ✓E \ 3E_. -- '5 = _,;S -. - 30 OF ▪ _"^SERB `. - O J%E� S.,�PPOE ' C S° -CE ✓_ \' SEE CA_C�_A' � \ _E ✓ 2hcE2 5-.E - - =_CoR ,o B - SEE SC-- ED:._� DWG. 1. • . SEE ...'V 05'00 S -EE - -' SEE, E_-- /- 'O \E -ND SEC' C \S FOR PRESS-APE S_OC<' \G c � .. SEE C / °.6'oE SHEET ..- E'`-37-0T1-1 OF BE-". EVEN J o= JCS ( F -12 TOR OF 5.E.41 FLUSH W/ TOE JF j015 - +ND BEAM J EX ENDS DOWN SELOL TOP OF BE-. S' BE_C1... TCP OF .:OIS" 'O F '3 A__01:. =CE - VAC C\ ER BEAM AND BED 5- DOWN SELOL., JC ST5 "sx6 O'VERFRAm! \G 6 2 4 ' CC, PROVIDE 2x6 F - S RONGB -CK °,;R_'NS - \D 2x KICKERS -T 6 -0 oc - 0 T 55E5 BELOW. F -15 2X6 OEi_;NG JOISTS 9 24' CC SYMBOLS & LEGEND , POINT LOAD FRO- 1 ABOVE POINT LOAD FRO ABOVE w' LOADING POINT LOAD - R. N5FER NG CU1' grQ POINT - DAD T RANSFER' ' Cs DOWN W! LOADING p/Qv HANGER POINT LOAD - RANSFERED KICKER 4 HOLD DOWN WITH SIZE DESIGNATION VEfiT'CAL STRAP WI Ti- SIZE DESIGNATION 4 TO BE USED ON FLOOR BELOW STxx - HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM C•■-CULATION WITH INDEXED NUMBER WALL ABOVE T. .� �AL BELOW \OTC. JNLESS OTHERWISE \CTED ENGINEERING AND -.ALCuL CN5 -.RE NOT PRC VIDE; 'N "HESE : RAW'NGS 'h U3 -OZ . r . SHEET Le- .�4 T IT LL B NO. 99044 24 A4 ELEV. A A .1 v B -4 L WALL LINE BLOW ROOF LINE BELOW P -4 5 -5' E -5;,R' 3050 CARPET P - � 3040 16 -5 .L' P -5 M. Bdrm. C"R ° = Bonus/ Opt. Bdrm #4 16' -0' 5D 30 SYMBOLS AND LEGEND - /ENT - C0 Win. CIC V" .G"..3E Ex- -: S F .\ CONNECTED 7 0 A 24 -•0-AR - R - X02 C•-• y ,r '.4ER''m05' • 5C' .:BC of F_001R IC 5+"'O'C_= DE °ER 5Q BP 5"O Hall CARPET w. c_ Bdrm #2 CARP =_' 30• -6 6 -3 112' •xits.Ytsi 1 M. Bath CARPE SD 16' -5 1/2' 13 -6 2' ( T-10 Bdrm #3 CARPET 14' -0 6016 SCBP T -4 ; 2' 5036 4 UPPER FLOOR PLAN v. 16;6 SEE °QC' / iE 6' D _ ER =RE S .;,R \'- KE 0!."5 DE 7 0 R °_EN.: -- =.R` --OF - "O 7 OR' 7 P; S °Rc / D E '� -E�"c '=. Ex°�*a5 ON 'ANC L ER C. 5 _F _ _F - O =R:A.m`N - oc :.•ti, 80 -7 • =ER -PS SEC 6085 I AT SEC 3 3 a_4 N GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I F — 4 > I � F -9 , -20 [P -<2 j [ P-231 LP -24 -- 3 SEE 5- _ : \(3 E -E ✓A' ✓\ FJR 5E5 ✓ B S-=E 4. SEE °'C .:'Erc -_5 _ S' DN SEC' ON 5. SEE CC' /ER S-EE- -pr - -_ _ - E . 8' CE _NC= 5 - '7(.P /1C c � 7 �r.� ..� • -.'3 ✓E mac .' __ .: To `✓O S-E- .-.' -PC 2, _- ER 5 R. 3EE ✓- r '0C 5 5-+c = . co R -- SE_= 7 0 E.=- - !s- _ " NC SEE % 0:002S S-€E -- 5 - .(R .:SSE""._ N•0755. C _SC SE'; - 'ON o; AND _ uC Z R= . \. E° W r2 S=RS - \. 34. - O - -i 38 APB F_ - ZE_-:; '(CS . _ • - c 2' i .x. CROSS SEC ON D ""_ \S•C\ - '.0 • PRE. SOCK NG A S'R EE° - C= AND F./2 E. '2.: s .s_= 5= -^,DER °= ',' 3. S 2, __ ERS • _'NG \ ERE _ S -:_..S RS S• •- __ - _CEG - =5'5 - -.:\ SE ..5 RS SEE D v 0'0026 S--EE" -- 5 SEC . \ 24-06 \GO''.,3 -\ - =4 ..RC - FORS C - NDO -- -\ 5+- 0..ERS E.w-\ 5T ARi`__5 F. LL T-»`\ S OF - 0° OR °'CT - O! - OF S RS SEED V. 08800 -- EGRESS' \.0- °E2 °C SEC -1 0N 310- SEE C 056: S.-EE - -1 IG\ - ER =0R G =.S ='RED °_ ANCES G.•:R-GE O 5E 8' " \ /4.50. O= OF SEED i S--E_ COVER _5 =D :CE \ - C TUBS AND S.+O,.;ERS NO \- BSCRSE\' MATER•- TC O' A50/5 DRA \ t 5. SE_ D v. 0920 S-.EET ^ - (2 ' _ ERS OF -�COR So4E=+T -aING OVER °RAm NG-. R'SER '0' '•"• \. RUN F MORE T --+\ '_ RSERS - •.NDR.=. _ REQUIRED PER UBC SEC' ^N 1 P06 :8'x24' SPACE ACCESS_ 'NSU_- TE 4ND ',1EAT+•4ER S - RIP SEE DIV. 0'0022 S -EE -. 22'x30' = - - 'C SPACE ACCESS W 30' CLEA.RL \CE. \SL.;_4 AND WE AT: -iER STR! SEE D 0 S1-4EET FLOOR - ER -. BREAK _'NE W= __ LINE ABOVE E:=_ Ow FF FIREPLACE ASSEMB;_`' NC - EE: A. 7 REC VE \ cIREL -.CES 'NSTALL ONS Cc_ \FOR. TO • c: REQUIREMENTS. SEE : v. O 002 S*aEE 13 2: ?: _EAR -:NCE FIREPLACES S.- CONFOE_ TO ..BC REQUIREmENTS. SEE D' V. 0 SHEET .•�- C. r- :ELF'- CONFORM - C JBC R=QU RE"'E \ - . SEE 'v. 0'0028 AND 9 SHEET -, ='RES'OP OPEN G5 AROUND PENETQ-.r:CNS A' =_aC- =BOOR °ER J SECTION 74. SEE S;TE PLAN FOR ExT=N` OF LKS AND DRI'EW-:" 3' DIAMETER STEEL PO5T 36' GUARDR-: _ •ER i15C 509 AT S SLOPES AT 36' ABOVE STAIR NCSINGS. 'S YEN =OR - EC4A1 , 4;CAL. CLEAR NCE 5'DE5 °ER uSC SEE D'v I^ S+ -IEE- -1 ° - N' 51.4EL= rJTV ^f T r' ;WIL1 UF�FQ 'UND LOWER _ \EN CABINETS " SOFF I T AREA INTEGRATED MAKE 2x6 5`UDS WI R -." IN5ULAT ON 1.1'N. C; : RE• E'vEC Cr • UKWi JAN 2 7 2003 PERMfl at, YEk TITLE SHEET 3 NO 99044 -24 A5 ELEV. A S ic R DGE L 1 A JIL J L J L J L JIL p, OFFSET GI ER RUB GABLE END ?RUSS 2 UPPER ROOF FRAMING PLAN RECEIVEL Cir fl - TI IK \`.11 " SAN 2 7 1003 Nj 1 CVO Li-, • 1 I GENERAL FRAMING NOTES -. SEE : /E SEE_ ^ c Ct_ ""A'ER - tea - 5- ON 5EC 7' 5-EE" 3 SEE ,C/E23 -EE ^' _ NC CC';E 'Y.s"E=»GtrC -i �. TR:.S° DES Cs'\ __ S'^Orc Cs= NEE. -_ _ •� SEE T. r 6 5.-.F -. - "R-SS 5EE / :. Coe - 5 RC', SP -C'c : 6 RCS � -Y -R CE °ER -_C ✓ - ER J< ER RA= EE _ :x= 1ER 8. .rN i R - -K. C ✓�R- *f °ER RCOG •j -_- 4,C D. r �N.0 ..4C'/ DE _R ....R 5"-D - 0 4 - SEED ✓. C 6 4 S-.EE FRAMING PLAN KEYNOTES SEE 7.. . 15 S--E- ��_` E- NG -- E^'5_ER5 SJPPoe NG F -6 F_ t _ice GaBLE END EN'S "OT.:iL VEN "5 °RCVDED RCOF E-1VE vE \'S GABLE END VEN'S u T _ ON EDGE -=✓'E OF U E.....' W T- - S _/_ UES _ gC -�. ✓� 5E.= c • _\ cC -- /- • JC \^ 'O ° ✓ ✓< 5E- Ex =\.:S :° r.5cv= JC S - S S =_.. 7L- ... 50 NG SEe� \'C FOR iF\ 5-_ SEE D' / 0'002 -- -OCR _O S - SEE SOHED, ..5 DWG. SEE D'v 06'00 S4 -+EE 5EC - Ev - CNS =.ND 5E0" ON =Ci2 PRESS.R= 3LOCKNG- SEE D'r, 61005 -EE -� �-- - so - OF a -'" EvEN O- CS S TO OF BE41 - ' =_.5H L:' TOF' Q= JO!ST AND 3E4.I"' EX' = \DS DOWN 5E -O JO'S'S TOP OF BE-»" 5 5__OL 'OP OF ,.CIS TC..T ALLC FOE OVER 5E-+"" 4.ND BE-1.7 5L11 DO'L.N JO STS 2x6 C'✓ERFRX -I .G 9 24' CC_ F=ROVIDE :x6 5'RONCss$cK ° R NS ;ND 2x KICKERS :T 6 -0' cc. TO TR.:SSES 5E_OIL. 2X6 24' 00 KOOF VENT CALCULATION RASED ON 3 2 -1/7 HOLES PER VENT BLOCK ROOF VS 0-= _C$5...E . ON w�G 5E0':0N 1505_3 TOT4L RCCF a2E.:.13t9 SF 300 .450 5. OF VENT =RE.» REQ 50 _ % A E4VE = 225 5. REQ.. RED 50- — % 36 ("IN.,' \; ..E, ✓E E- ■VE = 225 5F RE.2'.. RED ROOF JACKS 50 '5Q. N. EACH =2000 SO. N.= 139 SF LF. OF EVE vEN'S .: 5 SQ. !Ni./LP. 327.6 SQ. \- =228 SF G45LE END VENTS .4' 0 x0 = 0 . - - -- SO IN =0 SF 0 _ G45LE END VENTS 4 0 --, X0 _ = 0 5Q. \ =0 5r DI4. = 164 SO IN .114 SF HANGER 139 5F 2 28 _ 5F = 114 __ TO - AL SF OF VENTS PRC': DEC = 480 5F • BE '300 v.. OE pE - �F2"" SEE OF THE -T - 'C 'NSUL. ON JEC ▪ 'c ^53 • EFFEC A YE L.\ -.RE, ON -- ESH SYMBOLS & LEGEND °DINT LOAD FROG ABOVE POIN" -OAD FRCr" a5C ✓E W LO- NO °OINT LCAG - R- :ASFEE' \G DO'.LN ti /? RCN" _04D TE -- 1N5GE' '\C: _7OW i W/ LO4D'\rs °C'NT LOAD C�'r . P N' HOLD DOWN ,,T1-1 SIZE DE5'GN4T'ON D T I P� TR- .NSEERED B`' KICKER VERTICAL WITH 5 LE DESIGNA' TO BE USED ON FLOOR 3ELOU! !-ICR FONTaL 5T R ;,,' TH SIZE DESIGNAt!oN IND'CL "ES BEAT' .0•`.LCULATION ;'11TH INDExED NUJ -1 5ER WALL AEOVE J.ALL BELOW NOTE: UNLESS O'4ERWISE NOTED ENGINEERING .iND O LCUL�' ONS ARE NCT , ..RC /O E N ". DRAWING � i U g M N Z SHEET A6 E LEV. A L — I ! 24' DIA. GABLE ENC VENT -- SIDE ELEVATION REAR ELEVATION —5GiNG --/ 5 -12 - - ;4* ., :-&E E'C 413.." — Sr::;;' Scale 1/6'.1 -47 TO° WIN. yDR_ �. N'1.4 IN =_ 002 SIDE ELEVATION 5 -2 TYPICAL BUILDING MATE ROOF ROOFING: (DIV. 7) BUILDING PAPER: (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) GWB: (DIV. 9) EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) BUILDING WRAP: (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) I NSULATION: (DIV. 7) GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBFLOOR: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: SHINGLES (DIV. 010005) 30* BUILDING PAPER 7/16 OSB OR EQUAL PER PLAN R•38 BLOWN -IN 1/2' RE -SAWN PLYWOOD GWB WOOD SIDING (DIV. 01005) 15* BUILDING PAPER 7/16' OSB OR EQUAL 2 X 6 STUDS AT 16" OC R -15 BAIT W/ INTEGRAL VAPOR BARRIER 1/2' GWB FINISH PER PLANS (DIV. 0100.5) 3/4' T&G (PLYWD, COMPLY, OR EQ.) PER PLANS R -30 BATT 1/2' RE- SAWN PLYWOOD HEAD: 5/4x4 JAMB: 5/4x4 SILL: 2x6 W/ 5/4x4 INSIDE: 2x2 OUTSIDE: 2x4,2x3 2x8 UNO TOP OF $EAI" s PORG -+ TOP PLATE M4 IN FLOOR 12 Living FRONT ELEVATION Crawl Space FLR JSTS PER ° L4N Utility EP BUILDING SECTION A-A Nook L TOP PLATE IlllN. 1 UPAE 2 xe TO °--ATE WIN. NDR FL r Nk- ac 12 _ S 2 720 03 , I PEkM(T CEvrt4 j 11l h� I,, 0 0 V O y Zit 111 LE SHEET 70 . N z 3 N� 99044 24 A7 BLEV. A �� 3 -O211 1 1 APA LATERAL RESTRAINT PANEL - 0• 5A5E-'E' SLAB N OR C'R -y _ __ 5 :-'K F 'JG NC Na._. c SE - -EE\ 5_ 1-° AN FINIS_ GRADE cn _: NCTE 1:345E""EN" SLAB ""'JS SE !h °_•=OE FR OR 'C 5 __ 334OC - r NC .VS "L4 - 0N SETLEEN SASE^'EN 504° AND STEM LAL_. i'. TCP OF DOILEL � Z 1 � `9IZ ri • t O° SLAB w. Te' 1 TOP S_AB TOP OF FT& ' - 41 •1 .1 8 FOUNDATION DETAIL 1 .3;4" =1' -0• �y},:� 2' GLE2 8 N 5 FOUNDATION DETAIL [ 3/4 " =1' -0" 2X H it - - -- 64*X= DOOR -DR (5E= FS 6A =0 = E A.'.A_ S.•K.- - -�.Cs ':. - ,:.mac - . ?a0 2 . S -•SAL 5'•E:: -\G Ac wk: S..R _ 3C-ED ON s eSG.F= \C ~ 6' C.. SE 5 - .e- ='R BE '.7.: - SCR EC.RS .-5E 36-6oY 8 NA_, =A° \,C /EH;G�E 5U1 -4RGE It 2X4 P_47.5 W _ 5-TG_ -,J _ A-z 2.^> s4B. E"SE7 LINO ON 5-+R WA__ 50-EC PC \ • h -C. - _ ✓.- 5• A- EXCEPT AS NC ON EMBED FE G- a L_ lC v ; S-EE • . /ER B -R • S' cc C v 3 S-EE - DA Nr . D "✓. - s. 1 4 .+ORE 34R • 0' cc (:, v. 3 TKs-'_ 4B -- 4' F_f. . -- 3. DRA N P L ER IN 24' GR=:vr_ BED. (DV. 2 S-EE G -!) (5; .4 BAR CON' (D v 3 5+-2E A 50_ D &ZS 4' CONK SLAB OVER =' ROCK C/ER ' ✓APOR BARB OR 5 /8 .:E STEE_ PLATE 45+ -ER„ • -0' C.C. •DIv.. SHEET E /CEP" A5 NOTED ON SFEARL4_- 5GHEDJ_E " "' N EMBED (2) •4 BAR • OF •4 ART BAR • 6' oc ROLL HE GAT OF ;uAL_ (DIv 3 SHEET A - •5 vERT. J -BAR • 8' oc (DIv. 3 SHEET A -li •4 -;ORE BAR • 10' oc (DIv 3 SHEET A -I' •4 BAR • "'oc� -6' (Dv 3 SHEET A- DAMP PROOFING ( DIY. 1 Sw. -1; (b) '4 BAR CON - 3 54EET 4 -'. SOLD SUBSTR. 4' GONC. SLAP, .: 4' ROCK OVER VAPOR °.;RRIOR ADi• BARS 'O MATCH RE'*i- ORCING PER PLANS LINE OF EXC4vATION STEPPED FOUNDATION DETAIL N.T , ,> r - °ER 13 CRIPPLE WALL ® FO UNDATION , 3/4• =T-0" J PER PLAIN f BLOCKING OVER BEAM 1 BEAM PER PLAN - POST PER PLAN OVER 90• FE; CONT. FOOTING PER PLAN --- MAT FOOTING PER PLAN (2) CON* •4 BAR PEA =_.1. _vb3�'- LOC.A"E S.:EA - 4 G -Ow • co O, - E . 18ER SOAFC .ON' • POOR FTC.'. - 'NC-. PER =_ \ (D'v , 5.-=' ^_ Er coN5-2z °ER P L a\ (D v. 6 55-EEE :.- , R- JOIST • EX OR w' 5 _EV.3 7 OF '4' PER -IBC SEC 2320.! (D v.6 E-' l7; 5EE FOuw4 ON DET.._'S) FOR ANC-OR SOLT AND 1 -BAR `1. CRIPPLE WALL ® FOUNDATION • P.T. 2x4 RAMSET TO FOOTING up .135 TO POST FOR PCSITIVE CONNECTION, PER JURISDICTIONAL REOUIRE'`+ENTS. TYR EXTERIOR •,,:ALL GONSTR;JG - ION PER PLAN (DIv. 6 SHEET 4 -' TYP. FLOOR FRAMING PER PLAN (Dv_ 6 SHEET 4 - SOLD BLOCKiNG OVER SUPPORTS LOCATE SHEET- G JOINT • COMMON MEMBER TYP FLOOR FRAM'NG PER PL4N (DIv 6 SHEET 4 -') 1%3 1' CON' SOFF" ,ENT 1/2' RE- SAi:.N PLYWOOD • S •_ TR_A ED MUD 5 SEE FOUNDATION DETAILS SCAB TOGETHER W' NAILER E4 SIDi: - - A T BEAM SPLICES uSE 2x4 SCAB EAG, SIDE ▪ 7 if I II POST/FOOTING CONNECTION 3/4•=1 -0" l , , FOUNDATION DETAIL 3/4 " =T -0 L VARIES 0 CANTILEVER FRM'G AT FOUNDATION FURRING DETAIL - 3/4 " =1 -0` 3/4 " =1' -0' CON-. -_ ASHING HOLES • 4 O 0.4 " :,_ - --- TWATED SILK (DIY. 6 SI-EET A- ; L SEE =OtNDATION DETALS a 4 -- ' ')-.- - - - -�-- FOUNDATION DETAIL 3/4' =1' -0• j s SLAB ® STEM WALL E r"'EROR /.-. CO4VR.0 . °ER ' ab ., i b 54=E 4':.AG :NIX 4'R r_.<DvER v.:•C4 '3• WER R t, RC•'D 1NSLL.x - ON Tx1C '►�.'F, LATE - 3/4' SEE FOl!•1D.:T'ON ,ETAI>_5 r P CAL ExTER:OR LAS CONS - - 'ON PER '_Ah - D V 6 5.-EE7 A- 1' AR $FACE E BU':.:; PAPE HOOKED END MASONR` /SNEER TIE +mac "'vG =v. 2 50_ = '1 4 Sneet MASON• - '/EWER 3 1)2' 4 c 6' m N. VERP` GRADE CONTOURS �- NOTE: THIS OPTION CAN NC' BE USED A - `-'EAR ,- :A_L5- �.'�^ /�/M ' l(�lltX ..1105 Tr. FLOOR FRA SING PER P; -AN (DIV 6 SHEET--': TYP EXTERIOR TALL CONSTRVG'',ON PER PLAN (D 'v b SI -IEE' 4 -', LOCATE S.IEAT -I NG JOINT • cOMMON MEMBER CLOCKING OR JOIST • WA__ R BOARD 2x FIRE BLOCKING FURRING WALL I' AIR SPACE VAPOR BARRIER DAMP PROOFING (Dlv. T SHT AI ) SEE FOUNDATION DETAILS SEE FOUNDATION DETAILS TYP EXTERIOR WALL CONSTRiJCTION PER PLAN (DIV 6 SHEET A -1' • SLAB OVER 4' GRAVEL BED (DIV. 3 S HEET 4 -1) TREATED MUD SILL (DIV b SHEET A -I) 1 L j HANGER OPTION • b' - A A K'EF °-ERy 3 v 6 •E=' Y_r'•. •4 - 'Div 3SEE - SLAB ? F PER ° _l. \'D.,/ 3SEE' a !) vaP' E: *RER • CON 5P� "G ©E P_ »., )C v 3 564FE A- • 45' Ql •4 54.4 CON D v 3 54•€=_" 4 -1; EX' DccR .JND ':' / 8 5'+'_t (Dv "5-EE - 4- • - 4' CONC. :. :,VER 4' C'sRL r BED (D; ✓. 4 :••'EE -:-. TRr -- R!"" ,,OS' TRE-ED"UDS`- (DIv 6 SHEET' - -') •4 vERT. RE -BAR PRO" STEM LIALL STUBBED INTO SLAB TYP. F_COR.+C"NIG PER `'_AN. (DIV. b 5-EE 4 -)) EXT. DOOR THRESHOLD DETAIL 3/4' =1' -0" FULL WIDTH TREATED MUD SILL HANGER PER mFG IMP. FLOOR =+SAC ' IG PER PLAN (DIV. 6 54 4 -U rP FLOOR FRAMING PER PLAT: (DIV b 5-EET 4 -i) EXT. DOOR AND FRAME (DIv. 8 SHEET A -1) DOOR THRESHOLD FL,'-4',5 AS RECD. (Dv. 1 SHEET 4 -1) NERvESTRA_ FLA54NG -I•- - 4' CONC. SLAB OVER 4' fxRAVEL BED (Dv 4 SHEET A -" TREATED "IUD SILL (DIV. 6 SHEET A -I) 1' AIRSPACE TYD •4 VERT. RE -BAR FROM STET WALL STUBBED INTO SLAB POST AND BEAM PER PLAN FRAMING /FOUNDATION CONNECTION 3/4' =1-0" »:;"(? 3, SOP 'JF DOLE_ z u ir, ) ' z �. TOP OF FT'G FnN:S.- CsR-- DE TOP OF 5L45 X TOP OF DOLE._ FINI5HED GR- -E - -A • ▪ • - L Fcrc c_ 4_ FOUNDATION /FRAMING CONNECTION ®FOUNDATION DETAIL 3/4' =f-0• ^ - �o :x - 3/4 " =f - 0" Mt 1 . a• 555 ° - .AS.ER_`• '- ' C V 3 S-E (: •4 =._R a -Cc CF D PROOFNG ' D v t:* � -il*r U L 3' -2' 111 \-s 'I ir CANTILEVERED RETAINING WALL 3/4 " =1' -0" u-:a :; - o;>i()1 o_"� 34. No 1E_ FOOTING DUES NOT SL DE IN T■'S COND:'IC \. FOOTING- SPANS •ICR:ONT4LLY ./E -IDLE SUS .-4RGE I I NT t I ') 5C_ 5.85 - R -'E 1 (2) R. SLR ;ON "ty. 3 S-EE A FRAMING °ERFENC'OJL4R'Q57E .�EQ` • - -0' CL ' c•_ " 4S NC _ 5C.E'DJ.E 1 ' "►, E .•• •!'Q = 3..R 2' C_ r C ' -6' C''Q,c R C , ER_-� D 3 S-€F' -- f ^R E- - S'. E STaL 9.4•C 'Cs (D ✓ 3 SHEET -- v 5- _ '4S - 4t3 SEE _mac -' • ,b CL (U v. 3 SERF FT 4 4'. _ _TER . 24'GRA/E BE:. 0 v 2 5+'z' -. FRAMING /FOUNDATION DETAIL 3/4' =1' -0" •4 "ER - -5_R • .' - (Dv 3 5E - , •4 --0E 54R • iZ' oc (Dv. 3 3-aE -- • TIG - -_ `E - d' uRF -'. :R4 . r/F LTER M 2 4' GR-/E_ Bt= (:) 2 5-EE (6 •4 BAR O +N'. 14V35 -EE - 4 5' L S..BS - R- E 5 /8'•x00 AB. ,:Ji 2'><2'>C3 6' S.Q. STEEL P ,-z .' '- 5-ER5 • 4 -0' C.C. (D 'v. 3 5 - EXCEPT AS NOTED ON SHEARLALL SC -EDULE " MN EMBED. (2'•4S4R• •4 AR BAR • '6' cc ...ILL HEIGHT OF WA__ (-, 3 S-EE' A -. •. YER ,. -BAR • 8' oc (D v 3 SHEET •4 HORS BAR • 10' oc (DIV 3 SHEET 4 -i) TIGHTL :NE DAMP PROOFING . DIV ' 5E4T AU (7, •4 BAR CON". (DIv. 3 SHEET A -I) SOLID SuBSTR4TE 4' PERF PT 'G. DR4'\ ,,. Ie. r IN 24' GRAVEL BED (DIV. 2 SHEET A- 7 EXT DOOR THRESHOLD DETAIL FOUNDATION DETAIL V" `�''`�" -0 = 14J G - w aY :, ' J1 3/4 " =1' -0" �' fio7 - - - 3 110 r.-. ':_'J TYP. EXTERIOR WA-L STRUGT'ON. PER PLAN , Dv 6 SNEE 4 ) LOCATE SHEATHINGCN' C(r^14N MEMBER RI" BOARD T`'F FLOOR FR4`?ING PER °_ AN (DIv .6 5-E-' A TREATED 7 11.11: , SIL.. J n • SEE F O ND AT ION D 6) "1 h 7 � T`P EXTER'OR 4L :::01 PER =LAN rDiv. b SHEET 4 -); LOCATE SHEATHING JOINT • COMMON MEMBER SCUD BLOCKING • KIM JOIST • EXT. WALL POINT LOAD BEARING PER Pi AN TRE4 MUD SILL SEE FOUNDATION DETAILS) TYP. F LOOR FRAM NG PER ° 4N. (DIV 6 SWEET 4 - ci) z 4t H Z H W 1-4 r=4 iet Z H 3 NO AnimmrawAlt SHEET D1 * in TYP. DECK CROSS SECTION 3/4"=t-0" OE-E7E RA_ .A.EN 4: DECK - RAtia6 FIEF P AN CLF 4' SO. "f:KNarl 5, • 4 N. - PEW P_ -F-IDGER °ER P',_teN LAG BO_'''S PSR P_AN CO A•P.6 PI32 AS IW'...11. PER PER POST DAP PER PLAN 2 11•EATER DEPT- ...C,STS POT BASE PER AN _4■11,'W-AFE GRACE F�+6 PER P-4k •■•■•■•••• SECTION BEAM 3/4":4-0" I. HEADROOM MN. b -8', WIDTH MN 3'-0 PER JBO 1006 15 1. TREADS 9' MN. DEPTH, RISERS 8' MAX. HE GHt 3 HANDRAIL MIN. 34' TO MAX. 38' ABOVE TREAD NOSING HANDRAIL 1 17' MIN. TO 2' MAX CROSS SECTION D'MENSION a 1 I/2' MIN CLEAR FROt-^ •UAL .."1.1•3`a RAIL ENDS PER '..1C SEC !006 DARE- Eor9C Ix• e.1— ork JOCVE ELMO. P4ELL r n1/4 - I. -0R o•ENT NG BLOCKING .1" - 2 Yr • MCLES a SaTjaE.N SEE ELL= J.: cik rASC.A.F. FRAME OVER WALL DETAIL _} ED"'ER. OR SONS 'RIC , • 4NG ( D' V. 1 5.-EFT Ds_ - F _DNS RP.A" NG PER Pi. A's • • 4b L. AT OtiTSID;:: FACE OF WALL 2' MIx. SLR "'OR vENTEIAT BLOCKN6 — BEA" PEk PLAN RAFTERS PER PLAN 2x BLOCKING SKYLIGHT FLARE WELL DETAIL 1 93/4-.1 1 -0" WALL STUDS BEYOND PSL ../ST BLOCK .45 NEEDED SEE PLAN WE PLAN FOR Tv. RISE 1 RUN DIMENSIONS 3/4 PLYWOOD RISER 1 V8' HARDBOARD TREAD WIN EASED NOSING - 2x STRINGERS TY U.1•10. CENTER STRINGER tur‘e 2 - 2x4 STRONG BACK TYP NAIL WALL $TRINCsERS W/ (2) ibc1 TO WALL STUDS S/8• TYPE 'X' GLOB 45 REQUIRED SEE NOTES BELOW r 2x KICKER PLATE 4 INSTALL FIRE BLOCKING • STRINGERS T OP 4 BOTTOM a ADJACENT WALL(S) PER ,:DC SEC ve COVER USABLE SPACE UNDER STAIR WITH 5/8' PE 'X' GLIM., USE 2 LAYERS • CEILING AREA - PER U5C 100333.9 6 INTERMEDIATE BALUSTERS SHAL, BE SPACED 4 Ar NET OPENING PER •JBC SEC 509.3 STAIR SECTION DETAIL 3/4'=T-0" 3/4'=T-0 3/4"=T-Cr sEAVE DETAIL /4"=T-0' • __--- TO ROOF STR.CIJIRE GABLE END DETAIL OVERHANG PER PLAN GABLE END DETAIL 1 !ROO CONS .14 FER 0 ,_ 4N 'FASCJA PER T:LEvATON OVER-rANG F'ER PLAN TT EX1IRIOR WALL CSC' SSURE BLOCKING TRY' PER ELEVATION BARGE BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL I%-iRL SKr S4-EAT4ING ib,d • OC TYP. 2X4 OLTRIGGERS • 4' O.C. WITH 2>0 BETJEE FOR TfRT- PRESSURE BLOCKING 2x. BRACING AT t45 • &' FRom TP TO ROOF 5HEA INSTALL uJi PRESSURE BLOCKING DO NOT ToE !NAL. ' CAL ROOF CONSTRUCT'ON TYP. EXTEROR wALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION `Rim PER ELEVATIONS BARGE TYP. SEE ELEVATION 2X4 1 F O F OR BARGE NAIL ?HR., 54-1EATHING 111%1 Ibd • OC. TYP 2x4 OUTRIGGERS s 4' c c. WITH 2x2 BETWEEN PCR TR. • BLOCKING AT CEILING L INE 2x4 LEDGER • INT CEILING LINE (TYP. EXTERIOR WALL CC4STRucTich BALLOON FRAME GABLE END UJALL 3/4"=T-Cr ' • / - — SAFE- - EarIBC AbadE L..- -1.4,1. OR "2 / RiCc. CONS "R.0 C7a / -- et-NT PG .® DETAIL / EAVE DETAIL i SEE L ELEV 3/4"=t-0" EAVE DETAIL :OF EAVE DETAIL 3/4*=1-0" 1 CVER-......1 c.‘ 5U. !SEE FIJ_EVA .1 • 46• C .4' gAC O.. 5-EAR SC-E:),LE - 4/ &DOCK: a. 2' • .C_ES ExPoSEL 7v—ss (TYv Gt.TTER. FAS C A c 'ER ES. VA" 04 TYPE .f 5.!;•FEL EX b' ABC 1E 7 ABOVE &DIN Ns,— (Tr.. 2' mN NODE E • 4e (AC CN 5.E.I.R 2' -CLES EXCEEZ -- _ (T"' PER AN — 1' NFA5C,.4 ER E OYERHANG PER PL.ATN 12 5E. E.1 1 E ELEV (TY ° EXTER SC.:5 ON,. eLEL - EXTEND A ABCVE BATT. ■NSUL. OR 1 2' ABOVE SLO../N (TYP. SLR = OR 1 , 11 F.N71‘6 +-■1 * 4.8' C.C. INTS-DE 4CE UNC Sf4EAR wALL SCHEDULE 2X BLOCKNG .;JIT- 3 2s HOLES SCREE\ EXPOS:77p TREE (TYP ITER' .ASC PER ELEVATION (TYP EXTERIOR -AL._ CON5TR:CTION CATY OF - , t rrFSAL ROOF CONSTR.:70N 2' N. CL R FOR VENTING * 48' O.C. AT INSIDE .ACE CF WAL- UNO CN NE4R UJ4L SCHEDULE 2 BLOCK NG 3 2' • HOLES WITH SCFC-s, C•rNIFIVEr, 'IAA. 0 JAN 2 7 ? 0(73 2X BLOCK NIG TY EXPOSED R.1FTER TAIL prp GUTTER OVER PER °LAN FASCIA PER ELEVATION TYP EXTER'CR 94L CONSTRIL T ON 1 d) ( l U 111 1 lii 1 1 • 3 ul d) F I ) 0 , 0 0 , 11- 0 z ci) 3 NO . r '"N1 "t• n t-- D 0 I-LI o - ' C C Te. 77' - 0 5 „ • UJ < — ▪ 0 0 1= 0 _J - C < - C C. c_ ; 0 0 0 C. ( 0 • D - < c o - < < cc ( ,Z5C.‘c?-0 - I 7;-• ANNIMINE, •■••• SHE1 D2 3/4- =1' -0' STRAP TRANSFER ® JOIST S.EA';.°PG HER KHED LE. BO - c ATE WLACs PER T t: & OCKN G T`'D - : COR 7.0■6 -1 ;1G' ON SHEAR WALL 13 PERPENDICULAR TO FLOOR JOISTS 3/4' =T-0' , L Ate_ SHE: «ZING PER x-ED A.E TYP ' I FLOOR : ONS-RLC 8C70 P A PER 5-EAR-A-_ SC- UE +0 d NAIL • 6' oc- P_"WC. TO R"" JOIST C PER P 4\ - BEND ✓\DER e "^ .GIST TO Tj Xe. 5" NEzc ..,ON PANEL EDGE ON C' •11 ION "IF-5E'~ PANE:_ EDGE \AILING INTO COM.,c'N MEMBER 4 F ELD NAILING PER SCHEDULE TJi BLOCKING TJ JEEa ST!P.ENER EA. SIDE STRAP PER P_AN - BEND OVER JOIST 'O 111 ., WEE ST'=`ENER TOP PLATE \A !NG PER SHEAR:.,.;-L. SCHEDULE T,° WALL CONSTRUCT ON WC�L SHE - PER SCHEDULE iTe10- { SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =T -0' SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4' =1-0' SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION 3/4' =1' -0' O 6 5C.EDis Pr1R 54EAR.. 3G _ FsNE_ JaE P D !NAILING PER 554E ll = Tfi &'>cK s `�- ..L_ CORSTRZT ON ;J NAIL =._ )OR SHEATHING TI-115 AREA WITH i0 d • 6' oc- EDGES AND 10 0 • ' oc. FIELD - BLOCK ALL EDGES W!z '0 d • 6' oz. PLYILOOD TO BLOCK:NGG. BC"O" P._; : NAILING PER SHEARL,.L_L SCHEDULE PANEL EDGE I MELD NAILING PER SCHEDULE TJ! BLOCKING BLOCK -+u EDGE, PANEL EDGE I . =1ELD NAILIN's 'ER SC±EDU TOP °i 'F \A,LING . i PER SHEARWALL SCHEDULE 1-- WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE NA! POOR SHEATHING 7415 AREA WIT' 10 CI 6' oc. EDGES AND 10 d • '2' oc. FIELD - BLOCK ALL `DGE5 WT'u 10 d • 6' or.. PL`'WOOD TO BLOCKING. BO PLATE NAILING PER SuEARWALL SCHEDULE PANE E,X,E I FIELD NAILING PER SCHEDULE TJI FLOOR JOISTS PER PLAN TJI BLOCKING • ALL PANEL EDGES PANEL EDGE 4 FIELD NAILING PER SCHEDULE TOP PLATE NAILING FER SHEARIIALL SCHEDULE Tr. WALL cONSTRUCTION WIT.4 WALL SHEATHING PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION SHEAR WALL HOLDOWN NAIL RLOOR SHEATHING T-115 AREA I TIH 10 d • 6' oc. EDGES !C o • 11' oz _ FIE BLOCK ALL EDGES 3/4 " =1' -0" V 3/4 " =1' -0' DOUBLE STUDS AT HOLDOUN GOND TION — TYP WALL CONSTRUCT ON WITH WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION SIMPSON uOLDOtLN PER PLAN AND 51HEARUALL SCHEDULE PROVIDE SOLD BLOCKING UNDER BEARING POINT SIMPSON HOLDOWN STRAP PER PLAN AND SHEAR WALL SCHEDULE — SEE 4 (;L DETAILS FOR FOUNDATION CONDITIONS ANCHOR BOL PER SHEARW ., L SCHEDULE EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4' =1-0' TOE __ NA _'NG PER 5- EAR_A__ 5c-+ED HC FER 5 EAR�A L YID LE i2d•b' oz. PLTur). JOIE UCI N P AIN EDGE ON COMmOIN 'ff. PAL EDfs_ NA:_INNG INTO GA!"'DrN PER SC- EDJ_E. TYP. EXTERIOR ,:;L-_ CcNe R,(;TIC7. WITH WALL SHE= T -rN6; PER SCHEDULE TYP. TJ' FLOOR COvSTR. C"iON BLOCK PANEL EDGE PER Sc- IED:ILE TYP. WALL CCN5'RUCT'CN WIT - WAL S- +EATING PER SCHEDULE 1`'P TJ: FLOOR CONSTRUCTION BCTTOM FLA E Na LING PER SHEARWAL- SCHEDULE 10 d NAIL • 6' oc. PLYWD. TO RIM JOIST JOIN PANEL EDGE ON COMMON MEMBER PANEL EDGE NAILING INTO COMMON MEMBER l FIELD NAILING PER SCHEDULE. 10 d NAIL • 6' O. PL•i1D. TO TJI BLOCKING TOP PLATE NH.LING PER SHEARWALL SCHEDULE rP WALL CONSTRUCT''CN WIT WALL SHEATHING PER SCHEDULE CANTILEVERED FLOOR JOIST 3/4' =1' -0' a II / 3/4' =1-0" 5E7 Ate- DE-TA-5 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS ® FOUNDATION 3/4' =1 -0' SEE PLAN • • '1N SHEATh -I•NG LEE FLOOR BC ^' ° _ \A_'NCG PPR 5- E.ARI;:__ SCL-ED.LE "'E"BP =Ql _ -Drs NA _ NC: \ - C PACE_ EDGE = BO" - 01 - c SI:_ EDGE \4LING PER S - .ED,._ =. ANQIQ '^'_'°ERSC E - -- SEE .:ARC - DE A - _5 =CF FG1NCA_ ^N CON=' 7N5 EXTERIOR SHEAR WALL SHEAR WALL PARALLEL PARALLEL TO FLOOR JOISTS TO FLOOR JOISTS ® FOUNDATION )3/4' =1' -0' :7tre Css 2 T.!€ (2 )3/4' =1' -0' - - FLOOR .'.ONS"RI;CT CJrN TO° PLATE \AILING PER S.E.at2.,4L� 5C- E:.,.LE - EEO R WAL,. CONSTRUCT ON W=,__ SHEATHING PER 5C1-ED,.LE SC 4ED JL= PAN: EDGE _7N CC"T^CN "E'"BER PANE- EDG. \A LNG N - C. MEMBER PER 1 CUED.._ CRiP°LE W _ D v . • SHE A'- CRPP_E .AL_ SAME . S SHEAR , _ ABOVE OR .ER 5C'-E7 ULE PANE- EDGE aT BC "OM OF SILL PLATE. EDGE NA_ PER SCHEDULE SEE ARCH. .)ETA LS to FOUNDATION CONDITIONS SHEAR WALL 0 CRIPPLE WALL CRIPPLE WALL D'v 6. SHEATHING PER SC- iEDULE PANEL EDGE 4 FIELD NAILING PER SCHEDULE ANCHOk E O,,T PER SHEARIu. 5CHEDULE (2) •a BAR CON' I 'Div 3; SHEAR WALL 0 CRIPPLE WALL - INTERIOR 3/4' =1-0' :F. .�.�. .._ .. -Z! 3 K' Hal *^ • .. BEN .:v Z ' 4 3 C h v P •l L NO . H 4_ I• STRAP PER PLAN ft ANC .sit 5 1s (2. 5" i5 GT EC.. 5'R.AF $0"O- °_- E NA'i. NG Pg32 3C..cTE 5O_::. B_'XX.Nes A' S"RA= BEA PER c_ AN HOLDOWN STRAP AT DROPPED BEAM 1 3/4' =1'-0' S €AR.A__ PER P_AN AND SI•EAR -A__ 5C- HED;LE (2)57.C5 AT EACH STRAP JOIST OR BEAM PER PLAN HOLDOWN STRAP AT JOIST BO'TOM °_ATE NAL_NNG PER S+EARLA__ 5C -EDu.E 17 (3" BNPSON CS* STRAP OFFSET DRAG STRUT 3/4• =1'-0• '2,56 OR BE PER P_AN - 2x4 FLAT BLOCKING NA L STRAP CO"TMON • 8' c.. {' 51MPSON C5ib STR4= \ PER FLAN, _AP ONTO I WALL OR BE+S'^: AND NAIL WITH Ed COT" "ON • A' o c. DRAG STRUT CONNECTION 3/4' =1' -0' - TU5•E= TY1-'ICAL EXT. WALL CANS'. WI WALL SHEATHING PER SCHEDULE 2X BLOCKING ROOF SHEATHING AND NAILING PER PLAN AND SHEARWALL SCHEO ULE RUN SHEATHING BEi;FND 2X4 LEDGER. RAFTER OR TRUSS CHORD WITH ' I6d NAILS AT EACH STUD AND ' 2) Ibd NAILS AT EACH BLOCK PLYWOOD SUBFLOOR TO EDGE OF BEAN PANEL EDGE OVERLAPS BEAM TYPICAL TJI FLOOR CONST UPPER WALL . LOWER ROOF CONNECTION 3/4' =1' -0' ! O71 .h.e. 'R.55 A-t .L_ .15E 4N 35 C_FF OR A35i C.:L P BETS -cc ? A F .4.0 - t' 50 "ETi 5.-EAR A_ SG+ED:,_F G ' \ INTERIOR SHEAR WALL TO ROOF HOLDOWN STRAP ® FLOORS J ! 3/4' =1-0' 7 �• -;-�3r 1 1 3/4• =1-0' F rw%ar Ro-s rars-ec- cER f E Yr "A" Sc4Q I _ N.:_NG 2x .► "- faa "✓ A G Co F_:.'E PACE. E I :C_� NA'_N6 PER SG£OLLE -- +.�_ S•E. HIN6 _E d OF TR: °EP P_AN SAAR 4 _ SCHrDi - Ied AT3' or- SHEAR rA. i TOF R_ATF SHEAO:+AL_ BE_O:, PER SCHEDULE INTERIOR SHEAR WALL TO ROOF 3/4' =1' -0' 7; -1; ,r ;,,, 12 '6 d NAIL RC>OF SHEATHING PER SCHEDULE. 8 d NAL a 4' oc s EA OUTRIGGE OUTRIGGER PER ARC-. )ETA _S GABLE END TRUSS. CONTINUE SHEATH -ING ABOVE SHEAR WALL TO UNDERSDE ROCG SHEATHING. NAIL TO GABLE END TRUSS PER SCHEDULE JOIN PANEL EDGE ON COMMON E"!BER PANEL EDGE NAILING INTO COMMON MEMBER °ER SCHEDULE T`T';CAL ROOF CONSTRICTION TYP EXTERIOR WALL CONSTRUCTION WITH WALL Sr+E4THiNG PER SCHEDULE SHEAR WALL @ TRUSS GABLE END (2)16 d NAIL ROOF SIEATHING FER SCHEDULE. d NAIL • 6' oc. TO TOP CHORD e BLOCKING BLOCKING AT CEIL.NG LINE TYPICAL ROOF CONSTRUCTION TYF EXTERIOR WALL CONSTRUCTION BALLOON FRAME GABLE END WALL 1�s 8 SHEAR WALL® BALLOON GABLE END .f ;:),SHEAR is WALL ® EAVE 3/4' =1' -0• SHEAR WALL © EAVE 3/4• =1' -0" 12 r SEE / ELEV / OVERHANG PER PLAN OVERHANG --- PER PLAN SHEAR WALL ® EAVE 3/4' =1' -0' --- 13 5;r-4 E.C.. F. Fero •€ °,..:t_ 7G= 5' Ac cry P_AN t 5. EAR Erf....E.Jl►E 144• --} `@,.NC _ 5 e•-• SOAS ..GIN ° :N� E ?. Cora• 'E"E F:.■E_ E_/i N.: _HG PER (C 7 •r - e.2 A_ :v6 -e.7 ON TeP -. HOOF Ca. - 'ww - ON T"O CA_ ROOF CONS RUCTION NA•_ ROOF 5 - ..'.G E; SCHEDULE. H'a48'OC -- INSIDE _AE OF ON SHEAR -A._ SCHED:._E 5 v6' e S COK:N� T2 B&OCr'INCs PER ARC- DE 1 SEE E E vA'ION -- PANE_ EDGE A 'OP PLA EDGE NALING PER S AEDuLE TYF. EXTERIOR W i. CONSTR"ON WITH WAL- SHEATH:NG °ER SCHEDULE TYPICA ROOF CONSTRUC`ICN. NAIL ROOF SHEATHING PER SCHEDULE NI•45'OC AT INSIDE FACE GF WALL UNO. ON SHEAR )ALL SCHEDULE L530 • 24' o c . 8 d • 6' o e BLCCKNC: BLOCKING PER ARC.- DETAILS - ---- A35 CLIP PER S.IEAR .A_.. SCHEDULE TYP EXTER'!`R ,.;__ CONS'R.C'ION WITH WAL. SHEA'4I•Ca E'ER S:- EDJLE C) C; z SHEARWALL SCHEDULE i I z . :h Jr r FX4 3. 6,9'Or 9,o - IrN "a sO. ..1 %ult. 3117 , 7.4 b(:), [4.0 • • • -.. _ ONE SOE e. • '=8' o'er .. 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SYMBOLS & LEGEND Asovs 6 PO NT _OA:: 'R.: - D J 4 °O N' _OAD TRA ER _oat; Ys •St"'‘ r ./47_ „ ANC F 08 0N: _:ILL 'fie. \5 = B" < OCER 4'7 � vER' OA_ S , Tw. 5 2= ES Cs\A -404.-r; DGLN :.E5caN : To R= .5 ON _! OOR : - u Dv =Cr..S SEA" :.A_CL_ATKT _ '-4 -eERc G✓E 1 I. AL__ SE_C \G`E • J'v_F55 C'x _ SE vC'EC ENCs'v' RN4-. \C L E NC PRO E; 5 F pES1GN CRITERIA D E.5-SN GENERAL NOTES 5►•OIJv C►. - +£ FOR may =_00rc °_:1. ► _= /E.- ^`P C._ 3--O ' 5-oADED. 2. JF-- E S ' S £ .ri'. -:3 °A'E_S SE 5m--CED • b' OC'.";ti, R 23- -S-' CF .RC 3. s'OR ONE NO DES GNA --.5 '-E\ 6-EAR D _5 DC \•' cc <. PRO ✓ DE ...0 5 _ -__ 5. SEC ""-':Pit -C .,RCR 4 -NZ: ✓=' _6 -OR E-.C-' -ti-'E OF AO_DCtl■ 3'R ° ND'. CO NE.C =CR ° 2GmER b. i_ °_ .�C% : Orc �"�5.^' S .R. __5 5 BE 4-,`R ...v„\T O /ER ON 5 ED-. E5 J - -__ 3E BLOCKED. °KR sv�ED._E - .0 \C C \'O F. S =:F'__S CR 5CR=..,B -'.RE \C' A\ ACCE Cep\ ✓E I., \- FOR DES (.2N-:. 5-EAR _ F_`:\E_S ,.\_ =3S ° - :•°Gr2C/ED S " - -_ SW_. \Cs 3PF!C!AL ROO t FLOO S I4EATWN G t R'20P g \G: - b' CS° _° R_ ED 3- +E_. 240 :° • ^ N ' ' , . ' 8 • G_E -rc 3E 7 .•FE\ A-NE_S 'C __O. =^R = '°-+NS C\ \ _ '".G S - SE 801 -' 6 cc • P " \ ` - ^:.GE -\ . c' cG N'EQ _r 4. Sv'c' =OR S O ✓ ✓E =:.GE C_ °S e 24' O.0 e \5 C=2 EDGES. - :__OI::.B_E ::.P;..;R..^^ 54-EAR ='80xm 2 = '42c5' 2. FLOOR E = =T-, NG, 3.4' Cr; - tG -° . RA F'L ./.iC: ' 48 ::4 'vA_)=D AND GLUED. 4D+- E5 ..>°_ S'EC!= C - ON ( 01 °RC`✓iDE ' iG E_DSE5 _ONG PANEL. EDGES. \;-+ ':?ic3 6 cc A 87 =-ANE_ EDGES AND 0' cc 'NTER^"ED .:+`E 5- PPOR 'iu -3�E D •- .F- -�C- -M [ J�- IK- �_L'>7xu B.= Db' 3- PLY':1)00. 5- :__ SE _AD =:ICE SRA N PER'OE\DCu_ 'C SOS ..' END PI -4 ILEAZ Xt. MID. F MID. - - -S!M TO DETAIL 141S2 (4) REG'C SHEAR NOTES F RONT _ a 1 I PI MI - P! -�c , TYR = L- ! DE ' ATON J n MAIN FLOOR SHEAR WALLS UPPER FLOOR SHEAR WALLS TEAR { ) _YP. 5- E AR:iAL_ c' DESIGNAT F- BETWEEN SHE G'. 4 NC R INTER'•.. ^R S!-- iEARWALLS A. MID. SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS JAN ,, 44, 4 2103 E ^'M, 5_MID. - ` Ek FONT ...- ("Al Y ' I C U it f t Z' I? 4 L J11 0 J : ) . 0 1 1 en 0 4) 0 0 Et CC CC LL I F- LL 0 fr lL C- O C c U 0 w I_ I CJ Z } fL 0 O CC fi C TITLE • 8 NO : 99:).0 24 ,1997 U BC