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HomeMy WebLinkAboutPermit D01-394 - LOWER JUNCTION LOT 4LOWER JUNCTION LOT #4 5422 S 150 ST D01 -394 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 8733000045 5422 S 150 ST TUKW LOWER JUNCTION LOT 4 5422 S 150 ST, TUKWILA, WA SCHERLER ARNOLD E II 5439 S 150TH, TUKWILA WA DON TRYON Address: 14420 SE 84 ST, NEWCASTLE, WA Contractor: Name: TRYON CONCEPTS LLC Address: PO BOX 146, RENTON, WA Contractor License No: TRYONCL013DH DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,367 SQ FT SINGLE FAMILY RESIDENCE, 531 SQ FT ATTACHED GARAGE, 100 SQ FT COVERED DECK AREA AND 140 SQ FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, PERM. WATER METER, STORM DRAINAGE, DRIVEWAY, CURB & GUTTER, LAND ALTERING, TEMP. EROSION CONTROL, AND STREET USE FOR WORK WITHIN PUBLIC ROW. Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Channelization / Striping: $231,142.70 Y N N N Y N N Y N Y Y N DEVELOPMENT PERMIT doc: Devperm D01 -394 Fees Collected: Uniform Building Code Edition: Occupancy per UBC: Private: Private: Permit Number: Issue Date: Permit Expires On: Phone: Phone: 425 - 255 -6518 Phone: 425 - 255 -6518 Expiration Date: 02/11/2003 D01 -394 02/05/2003 08/04/2003 Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 10 c.y. Fill 10 c.y. Start Time: End Time: Public: Public: $3,817.22 1997 7 „ Printed: 02 -05 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: -727 -f 7�2 erect Date: Print Name: -' (!2 4O0k) This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm Date: D01 -394 Printed: 02 -05 -2003 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 8733000045 Permit Number: DO1 -394 Address: 5422 S 150 ST TUKW Status: ISSUED Suite No: Applied Date: 12/28/2001 Tenant: LOWER JUNCTION LOT 4 Issue Date: 02/05/2003 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: 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. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 17: ** *FIRE DEPARTMENT CONDITIONS * ** 18: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 19: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of constructino. (UFC 901.3) 20: For short plat development (four single family homes or less), hydrants shallbe placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) 21: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54, it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) 22: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 23: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** D01 -394 Printed: 02 -05 -2003 Signature: doc: Conditions City of Tukwila O rkt //f-r-- .0 7 }ate 001 -394 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 24: 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. 25: Any material spilled onto any street shall be cleaned up immediately. 26: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 27: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 28: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 29: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured). 30: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities. 31: The Land Altering Permit Fee is based upon an estimated 10 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. 32: 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. 33: Applicant shall provide a copy of any private easement agreements between lots prior to final sign -off and acceptance by Public Works. 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. Date: 2 t o 3 Printed: 02 -05 -2003 Parcel No.: 8733000045 Address: 5422 S 150 ST TUKW Suite No: Subtotal: TOTAL WATER FEES: $834.85 doc: Miscperm City of TAwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 WATER METER INFORMATION DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,367 SQ FT SINGLE FAMILY RESIDENCE, 531 SQ FT ATTACHED GARAGE, 100 SQ FT COVERED DECK AREA AND 140 SQ FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, PERM. WATER METER, STORM DRAINAGE, DRIVEWAY, CURB & GUTTER, LAND ALTERING, TEMP. EROSION CONTROL, AND STREET USE FOR WORK WITHIN PUBLIC ROW. METER #1 Water Meter Size: 0.75 Quantity: 1 Water Meter Type: PERM Work Order Number: 5204R02 Permit Number: D01 -394 Issue Date: 02/05/2003 Permit Expires On: 11/11/2003 0 0 Connection Charge: Y $60.00 $0.00 Installation: Y $250.00 $0.00 Additional Install Deposit: $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 Inspection Fee: Y $15.00 $0.00 Turn On Fee: Y $25.00 $0.00 $834.85 METER #2 METER #3 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Cascade Water Alliance (RCFC): ?? ?? ?? ?? D01 -394 Printed: 06 -05 -2003 Project Name/Tenant: Lower Jouc Tfd x) /07` W Value of Co truction: ,e, jov,, oo — Site Address: , City State /Zip: •(mo 54 ,S. (50 t t 5 v(Ccvt ( ca ctg( y8 Tax Parcel Number: a --({,5 Property Owner: A , a S ch-r(er Phone: d Z4 za (9 Street Address: , ta�p 5z(39' 5, (5'v 44 S 7I- / j KGV t 4 Fax #: Contractor: , / kY0 KJ CG,()C i G-z-C Phone: 2 (25 20.8' r' 750 Street Address: City State /Zip: t 6.0y- / e(6. Fe - 6AJ �,'G Fax #: 4/ z2 �' 723 a Architect: / c , /e/-- �l� .4/'/ 'f C -6 5 I " /" Phone 2S ‘ 5 3'2 Street Address: City State /Zip: 14 3 (( $6 /6.A4 s� a ((e ✓ve ct. co 7 Fax #: 425 ‘e{t' 53, ., Engineer: A Per t 4i 4S5 Phone• 4 ‘47 53eo Street /jd�r� t Jam / � ee4 t/U P Lett C /Z Fax #4Z5 «( 3 ( g Contact Persorr�v� /ef)dN Phone: Z5 255 6 sl er Stre dd2 5 w le oJC G /, CJ � it t sates i� : Fax # � Zss �G Description of work to be done: Type of work: igl New Single - Family Residence ❑ Addition - Single - Family Residence ❑ interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure gl Garage(s) ig Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: Fa Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 2361 sq. ft. Dwelling 100 sq. ft. Covered Deck(s) 5 ( sq. ft. Garage /Carport sq. ft. Accessory Structure(s) / 40 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) • MI • 41.- *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. ORMit Single- Family Residential Permit Application CITY OF TUI VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ' ' R STAFF USE ONLY Trojct P I RE,, U S.TiFO r UBL C, KS SITE/CIVIL't?LAN?RI±VtEW OF.TNE FOLLOWtN Adtlltionahrevlews shall e:'determined by.'the. Putillc Wvrks.Departmenij fr..:,.:.: ❑ Channelization /Striping iF: Curb cuU /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling caLand Altering: 0 Cut /0 cubic yds. 0 Fill ❑ Moving an Oversized Load: Start Time: End Time: ® Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public ga Storm Drainage eaStreet Use El Water Mai 0 Private 0 Public ® Water Meter /Permanent # / Size(s): 3 /4- " LI) 0 O ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: fg-Miscellaneous U/W G(L- 4 vi - eDie/g" 3 InoLotee Size(s): /(:" cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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 ex- pire by limitation. The building official may extend the time for action by tt'Tb 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. Date application accepted: i, o I Date application expires: 6 og 8- O Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 °'BU/CDIN W R ORAUTHOR/ZEDAGENT: ....:, Signature: ..\ Date: (2 _ Z .3 -o( Print name o Ph n vi F x #: Address: //// 5'T 3 S� �" D 4-4- S { City/State/Zip: �,4 ` �+ // cife 4> t t W, . 1� 4 - • DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H-11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' lonO, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ fl Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H-6.. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Bu(Idlrig O / A gent ;l the a p plica nt is 'other thar( f by' th Sta Wa`shtngtor a notar let ter . from the property • obtain. #ne p ermi t wilt be; require. d, as part'of this subrimittal 1%VR` ,r) e' ktare 'd,'aiic {j. eat /eriglr�eer,for contractor 47,9 nse ne it'tliis 4 t{ie age{it to siitirii permit ap.plicf.71:, � �4 s�. 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. SFPERMIT.DOC 2/13/97 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 8733000045 Permit Number: D01 -394 Address: 5422 S 150 ST TUKW Status: APPROVED Suite No: Applied Date: 12/28/2001 Applicant: LOWER JUNCTION LOT 4 Issue Date: Receipt No.: R03 -00126 Payment Amount: 3,171.28 Initials: SKS Payment Date: 02/05/2003 11:54 AM User ID: 1165 Balance: $0.00 Payee: TRYON CONCEPTS LLC ,TRANSACTION LIST: Type Method Description Amount doc: Receipt Payment Check 2879 3,171.28 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000/322.100 1,732.95 INSP FEE - SME /SSS 402/342.400 20.00 INSP FEE - STORM DRAIN 412/342.400 15.00 INSP FEE - UTILITY 000/342.400 30.00 LAND ALTERING PERMIT FEE 000/322.100 23.50 PLAN CHECK - RES 000/345.830 480.48 PLAN CHECK - UTILITY 000/345.830 30.00 PLAN CHECK - WATER METER 000/345.830 10.00 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER ASSESSMENT FEES 0 474.85 WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 250.00 WATER TURN -ON FEE 401/343.405 25.00 Total: 3,171.28 53 02/07 9710 TOTAL AL 3241.53 Printed: 02 -05 -2003 :+` F,i' ;ti: s- :..J'•i c M, p7 = ':i �1iiu ?;:s:t i ;;,:C:.ir;•.i ?i:;1.i;. �iti��7 }.,J Parcel No.: Address: Suite No: Applicant: J U o o to w N u .. . W O Receipt No.: R010001595 Payment Amount: 645.94 4 2 : J . Initials: KAS Payment Date: 12/28/2001 03:01 PM v_ a User ID: 1684 Balance: $998.25 N � = a iNW 2 2 i- W W le ▪ Di TRANSACTION LIST: U. O Type Method Description 0I—' Amount 'W Payment Check 2631 645.94 IL H —O liJ Z i^ O Z Payee: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 8733000041 14920 MACADAM RD S TUKW LOWER JUNCTION LOT 4 TRYON CONCEPTS LLC Current Pmts PLAN CHECK - RES Description CITY OF TLJKWILA. RECEIPT PW DCD 645.94 PW DCD 645.94 CHECK 1291.88 12/31/01 16 09:00 0097 2137 RECEIPT Permit Number: Status: Applied Date: Issue Date: Account Code 000/345.830 645.94 Total: 645.94 D01 -394 PENDING 12/28/2001 2137 12/31 9716 TOTAL 1291.88 Printed: 12 -28 -2001 Pr ject: I '' Type of Inspectiop ress: s 1/ £ )Zo 5t Date Called: 1 01a ) 03 Special Instructions: 2 OK -IV (e (ccrsc hem J. V. 41 nc02 0 Date Wanted: a.m. p.m. Requester: 1 er /1' ) T/V1C/rl Phone No: _��/� (y� 5 ) ? i$ L INSPECTION RECD Retain a copy with permit � -9 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. COMMENTS: It of - 7p 4 Inspector: Date: UI' td6? $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: YJtYltizQ'itiil�+:id6hrv. Li�il+{ 1} Y. Y1i[ w�?4��M. ��i l4i�'m5:.)F1M4i!�w%wM.'� rSn.nro�'1..1 uS akii aiii.Gi 'r44A;14. oiect: //u(-4 .,.. -'t CAD,?' i.ey Type of Insp li cti 9 Addres `c 1 Date Called: �� 7/1 S eecial Instructions: ` r l v @- , 3D Wanted: / 0.3 J p.m. Requ r: r on_e No: 1 35c)- 2g0c INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: ector: 47.00 REINSPECTI aid at 6300 Southc eipt No.: INSPECTION RECORD Retain a copy with permit N FEE RE Date: 7 /19 Date: (206)431 -3670 proved per applicable codes. U Corrections required prior to approval. n IRED. Prior to inspection, fee must be nter Blvd., uite 100. Call to schedule reinspection. FZ J U O tn 0 ` w I— W O; LL -J co D • W Z � Z° U O N ca = V I .. c o _ O Z Project: ilt“(4?04 ' It Type olf/i7n4)errilgirMiliij D te Called: 51 i ,1103 Address: i soitl si..., S . 5p2 - Spe ial Instructions: • Date Wanted: 6 /0/03 p.m. Request Dok) Tr Phone No: 1449,1t04e) 55-N9009 INSPECTION NO. INSPECTION RECORD Retain a copy with permit • .' . - • " • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 4 1=10j , ••.!. , Doi3qv Approved per applicable codes. El Corrections required prior to approval. C MMENTS: 4 nspe or I Date: / 4 .00 RE1NSPECTII N FEE REQ RED. Prior to inspection, fee must be p id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.:` Date: .• ";,4,44.0141/446, Z • .r4 0 C.) 0 a W (1) 0 'et tO W Z I— 0 Z iLl n 121 ‘. 0 1— 11 Z LU • 0 % 0 z Project: j � ovr L.,0+ 4 Type of Insp ction: art • ( )4 /h oa4d Ad ess: (� Date Called: Special Instructions: Date Wanted: 5 17 / 0 p.m• / Request Ph a N) 35.E ` ©e • • • ID INSPECTION NO.- INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 W pproved per applicable codes. Corrections required prior to approval. COMMENTS: T s tor: ■ r_ VAtJ- I �� 1 rA . E., 7.00 REINSPECTI t1 FEE REQUI paid at 6300 Southcenter Blvd., Sui Receipt No.: Date: / / -7 D. Prior to inspection, fee must be 100. Call to schedule reinspection. Date: z r, .�.v.�.��, �t'dii•,.' rye'. ; { ±f3''�r�':rt��w�? a,,,' "4 ��:�r "��'�: �:� Z • W J U: U u w • w J u. w �. J LL =_ • N W Z = 1- 0 . Z I- W 0 N 131— U .. Z. W = : O F'. Project: txtdoer Jutic-hoo - Lb+ g Type V. Ilpect TiSlitt a tl / (1)1 (AZ I Date C I e . 03 cl % 5 150 54— Special Instructions: .. • Date W 0 .;,- ../02 Requ • O n Phon t ---- M * INSPECTION N�. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 lnsp •••,, 7,..•■• „ , • INSPECTION RECORD Retain a copy with permit Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4(c or: Date: y_2 $47.00 REINSPE ION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Sout center glvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: L■.1X1.„ 4 ' zAti. '4.41 :::4444r r: .•.; , IA 0 L'' Project: 1.4) .4,'11-.4) Type of Inspection: f i 2 v 4-wt s ;'V G Aot of; Address: Y 2,2- / 0 5- Date Called: 1 5 Special Instruction: Date Wante : 2 /U? a.m. p.m. Requette : Phone No: • 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: c.:12 A-ayi 0') CI" r _ poeirt/V Date: / �b_ 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: COMMENTS: C,-f1 —" G spection: � l ' Q 1 :. 1 ST a '[e -e...?„, (.! e --- (4) ? ttA1( iotri- Date Wanted:'r C a /53 p.m. _I--v Ph ne No: (yoLe 355 — S a3 '''/'\ 1 3 -- 10 —7 en)? , L fi n- 6--4-A....,. c-, c , „ r- �.., e -- IA.: ,t: H 1 77 5 C 1 0 T SU L PT P ject: , 0(.4 -� J C,-f1 —" Type of spection: � l Ad :. 1 ST a '[e Ca led: 42//03 Special nstructions: Date Wanted:'r C a /53 p.m. Requester: Ph ne No: (yoLe 355 — S a3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D Approved per applicable codes. ector: Receipt No.: INSPECTION RECORD Retain a copy with permit B Corrections required prior to approval. 47.00 REINSPECT! N FEE REQUIRED /Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: IT NO. PER (206)431 -3670 Date: �r1 zZld..3 Project: °7 i1 Tyne. of inspection: ! (/w Sh@ i1i tiOu 1 Address: . 'Z')/ SW S /50 (S-- Date Calle . 3 I UD Special Instructions: Date Wanted: 9 1 103 a.m . p.m. Requester: E r IC. Phone No: J INSPECTION NO. COMMENTS: 8»A A G-11 , t ; \J� . L Insp II $47. REINSPECTION FEE REQUIRED •ai at 6300 Southcenter Byrd., Suite 1 Receipt No.: Date: 1 Prior to inspection, fee must be 0. Call to schedule reinspection. Date: • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMI 206)431-3670 Approved per applicable codes. Corrections required prior-to approval. he Project: to.ue( ion(' h ri -l011 Type Inspection: (. raWl ss: 6' ). (oi'L ef>f Date te Call 3 7/ Special Instructions: Date WWa eat / _ a.m t / m. Reques er: ris . Phone _ �o: .0 (n a� — x T 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. Il Corrections required prior to approval. COMMENTS: 1 Insp. or: ..Ar riff 47.00 REINSPE ION FEE REQU) D. Prior to inspection, fee must be paid at 6300 South enter Blvd., Suite 100. Call to schedule reinspection. Date: PERMI 6)' 3 = 670 :kia : tfx +si.iCf ;t id:14 9:i:ti i,i 4f § .A4 , 0- '4V ;blzr t +':fait Sti s3Tr Yew VtS tM f 00 't i 4 trig c Project: . Z otwr vici 161 J bh ' Ty of In 0Ohnri Zr a /11 Address:. 5-72 5 /50 S71 ate Called: ,..// i Special Instructions: Date WantedV./ V/3/03 p.m. Requester: F r 16. Phone No INSPECTION NO. pproved Per applicable codes. COMMENTS: lnsp eceipt No.: INSPECTION RECORD Retain a copy with permit Date: Date: 3 9' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Corrections required prior to approval. 47.00 REINSPECIION FEE REQUIR. b. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 J 00 U) 0 LU 1— CD u. 'L I 0 s 9. a I (Li Z I— 0 Z Wj 2 0 — 0 I— LL! u j I 0 b u . ) 0 — 0 ■.) P ject: L o bi 3Lu'Lrh ,yf Typ f Inspec n: - 144Ki i. M Ad 15 f - D ate Called: 7/2 b /03 Specia nstructions: Date Wanted. .1/0_ a . 1 1 - ' e- ... Requester: -'' 1 P f n ci-e 3 55_ - Ry Oq INSPECTION NO. Receipt No.: M Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: PERMIT (206)431 -3670 El Corrections required prior to approval. I COMMENTS: tY iw. -e4c r ` - 00V\(L'A ■nL LUc&\I(. ■ "CM) CA y Vin ►r1`t� Inspector A (1 w�} A Date: 3 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r�..`;:;C!'L'�iS'_:a Y��xr:.', �c��.':: �iK..: :l:x�:�:���r:�?'s. >.�:�.t.'Ott' tai. f: r?'•: l.! 2!. �. y`. �i »:.�:Y.L"'..�.+z`'`'s..:..t'.H: �.i.z�:r.' Salt .�''t €r�`.+�4��:.7�;::�. Iii: �iS .-ri:.�:= 't�,:.•;d.;'::.c'ts.� Proje : L- Cw - - ji hrho ZDT Type - of Inspection: /1: •' ,fir. /',%r7 / %f,�. 4 A dr a S 5-o Sf Date Call �/ 03 Special Instructions: Date W an ed: a m �_ p.m. Requester: Phone No• >b - 355 —.903 • Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: 1 .f� ^ J Y . 1 :2 ; ; ' = ' .✓LTSW:L'i. 41: A Y .:;;.Z ?�....� i+.:.:.t. �d.1L.::.Cf:A`r_' (206)431 -3670 pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Oft Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. u�• r,+ ;,? r ... .. t;:ei i•.1 Project: `O).c,. Pv' .•1Uf7( //[ vi _.. (61 l/ Type InspecJtion ' -,1 ffr/76? {7l.1 C lei( S Ad r s: gg h ,L Date Called 9 9- • ,..& - ....) Special Instructions: Date anted• � ; _4)3 ( m� m. Requester: Phone No: ; _2 f 96 cc>fUg. INSPECTION NO. El Approved per applicable codes. COMMENTS: c 9 r: MUCK INSPECTION RECORD Retain a copy with permit paid at 6300 Southcenter B vd., Suite 100. ":k:2:''ckn'fk �:`:r�F,:•,'l s' : ah" i' i:• �twt':'::: 8- a�ir�`' a'. �tl��se: �;. t' �. i51 � `��:3:x'rs. ��e PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 `14Corrections required prior to approval. evt,Levv(0 ci(ciedf (A/vv//R ( Date: c , a.I O 47.00 RE1NSPECTION F REQUIRED. Pri & r to inspection, fee must be all to schedule reinspection. Receipt No.: Date: • :�! „;. �;a:u �:;i«:za tisY'•�'ixax,;bii,�w+j AA. %%41 HIS '.v. hAi<WrF Wt,AYN.�� +h z s . ~ • W U0 N 0 W = H . Lu 0O: g :3 • = I a. I— W z �; Zo ILJ U. O O I- W • UJ ' • 0 O - o z COMMENTS: Type of Inspection: i •-• h a 1 Address:. 2z S 150th St I �� U �) (' `t \Mr (�/� 5 t Phone No: 6_3 5 ._ qOq t ( 1( 11 l( (( t( II 1/ - `�.�, u.,-e.i,` Project: L D WQ.Y TLd nc+ i o Type of Inspection: i •-• h a 1 Address:. 2z S 150th St Date Called: 17 _ 03 Special Instructions: y x.01 4 Date Wanted: 7 43 p:m: -..7 Requester: Do n Tryo h Phone No: 6_3 5 ._ qOq Puo Do 1 -3ci INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: U Date: 7 / c i r7 $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: ,,,,4 .. ��.k'��d�k:n2fi <k7c'vs�X�P+t7i? dse*". COMMENTS: Type of Inspection: Address: 51 (d ) 3 i S U ` S1 Date Called: 6 /4 Special Instructions: ��; ..� y` '`, Date Wanted: a.m. 6/4 1 p.m. Requester: 901/1 (r - y CA ^ Phon No: / 2a0 ) 3C - gyve /.1/7 7 t ,Fl7rMi, CPY -►4- ✓1 /o3 Cm ... - i` vj 1- (Mt /7) - 1640 (c / • ( / f,X,. 23 C f44)2-4d. Proj ell Type of Inspection: Address: 51 (d ) 3 i S U ` S1 Date Called: 6 /4 Special Instructions: ��; ..� y` '`, Date Wanted: a.m. 6/4 1 p.m. Requester: 901/1 (r - y CA ^ Phon No: / 2a0 ) 3C - gyve Approved per applicable codes. INSPECTION NO. CITY -OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit P0/ - 39 6 / PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date: 6 / ( 0 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ... . „1 ;..:8 ..,. 9.� ' ' wia'” au''' 4 a�'t tirlti " • i� "•.�'.tiSt �s3uE A�4a.`+ G'. iLi1 ;��k4 &�'+hi'�1S.::a'rtir:.xx•i < �Y% i ;4 >,a :�:,•�+ri.r'l'�wi'.'er'�9. a3�t�fxkGliD�;titil yAeiitWNYC3i "fdlY.Y6' iii' �i�+"�+ai. 3�2�.4 +:t�bk�K:�Ut�SC �ti 2 W '. CO 0 . w i H . N W O u. ¢ N d. I- W I- O W I- . • W O • N O 1- WW u. z O � Z COMMENTS: Type of Inspection: Lon() p Address: )t.0 S Date Called • . 06 /0.// Special Instructions: re Odil *3 M U Wk.-Fe r oicter Sc -f. Date Wanted: , 0 I /0 /0,3-- P.m. Requesti5_ 41 -7?•/G')/1 Phone No: r-Z4 _35.5- g'909 tpl $/ lrTk",/ 6- , , 4 fi 0::: tv f4'N it. ..:;,..„) C: 1 : 1 , A17 e'-'" e:- t '.-- r ^,. I ,, e i 1 A. /itei ftt /Lt.' 44,000^ iitii..k..4 . F • -...... Project: PUX' r JZ.inci- i 4/ Type of Inspection: Lon() p Address: )t.0 S Date Called • . 06 /0.// Special Instructions: re Odil *3 M U Wk.-Fe r oicter Sc -f. Date Wanted: , 0 I /0 /0,3-- P.m. Requesti5_ 41 -7?•/G')/1 Phone No: r-Z4 _35.5- g'909 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. El Corrections required prior to approval. Inspector: ( Date: U 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: V't■I . COMMENTS: Type of Inspection: sewer Address: 150th St Date Called: 3-2 41/US c 1, ? A i1/4,(c_6t-:t -6u,s\i„. p iQ oua 1 C 449,1(nja Lo" c'eAsiaA 4 b - t 5 is 1, 5t-s $ , t co (\. 57 3? V... 61( Lt VA.( ±-sa4-1 15 10.-LA/C o' d i Dia cile, c,L4,(4-d k4A. Pp p Project: • L.0 we r 3-unc+ i on Type of Inspection: sewer Address: 150th St Date Called: 3-2 Special Instructions: Lot j Date Wanted: 3 .... 25 03 a.m. ( FT. Requester: &Pic. Phone No: 206_355_ sci 08 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 INSPECTION RECORD Retain a copy with permit D01-3q4 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: / 7 3 1 1; 1, i El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ••■ Project: I OA N U Type of Inspection: V3 Date Called: 4 2 0 km p WI Address WO/ - 74P Special Instructions: Lol i-1 Date Wanted: II( tf a.m. P.m. Requester / C:11 Phone : INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Ei Addroved per applicable codes. Do 1 El Corrections required prior to approval. COMMENTS: *Pi At,CiAnt ohip6 to" 6-1. ViZ4 tko.;- , TAL4frat p tAA se,40- kti cot /0. 4 fite■ 4 1 tiAllti 6 g4 (t Inspector: Date: '3 fl,tio3 ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: " ' :;• • FAti.trint3.4dWit4.141,itiaeot,,,g? Pg•44") .1'7•;74444. COMMENTS: of Inspection: downspout' drain D Called: — 1 2-03 Address: 5422 S 150 Sf % Date Wanted: 3 -1�d3 a m p.m. Requester: . r id N t n \ CjivA.4.1 lb S, tA. Phone No: 2.06 — 355 —Via g P , 17,, ■ Cr -I..PA C. C TO s.U r ok P , w' (A - tv C e P O. C. Project: . ower r rnct jor) of Inspection: downspout' drain D Called: — 1 2-03 Address: 5422 S 150 Sf Special Instructions: Lat. Date Wanted: 3 -1�d3 a m p.m. Requester: . r id Phone No: 2.06 — 355 —Via g • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Inspector: Date: 2, 10/2) fl $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: : Y64 is1`a0..k.l' `iri:4`53!,:cil 2:1� INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. POI -394 PERMIT NO. 'Date: W JU 00. � to W W= J W � • - c = W . Z �. 1 - ZI— .0 N.. �O 0 l- W tU`. U I1. O Z U 0 z Project: "th Tuns. f oe� Type of Inspection: SD Address: 5 s //�) L .. .-. 51}22 s `5V1lt � Date Called: 1 2.-1 g w O 3 Special Instructions: Date Wanted: e `a.m. 0 p.m • Requester: Phone No: 2 6_355_O g 90 1-394 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Cinitairkp . �IJ c AJVk J r U 1. Ala � l a 110 d ri nd nk i)j d Date: it) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Ihlt'i`aii.;snt&31a'ter?r.C: h'iiaF4;tail ;�i r , Ati+X Os 1 } ; Project Name Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Sig ature FINALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ' • F toune- _Joric-fm; rt ikddress 9/ 2 Z /50 Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued ii 4•0'..!it Rev. 2/19/98 Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No. 2 7-/ F Date Suite # T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 — - ---N -- 6 " W. !a = 136.48(N) IE 136.43(E) = 136.38( IE = 136.79(W) IE = 136.74(S) IF = 1 IR 71lf GRAD NG AROUND Hn SE DOES NOT CHANGE TER NE -NOTE #4 H u ORCH o O • O J H C • u " ELECTRIC E `_; E T Cd Cd r J REC. No. 9 0 0 4' 13' - --a c , 44 co • 'O a) U FIE. -= - RT v = T 43.O IE = 0.00 IE = 0.00 SSMH RIM = 148.79 IF — 14.f1 RQ TAX ID r ' 133©©OD45 EXISTING 18''C�0ITONW0001 3'30 4'w —�"..y 3z"-rarraaw---- - - - - -- NOTE C DOE NOT CHANGE ALONG CH NNEL P. 41 I �I mi of XIST. El LOT A (PREVIOUSLY LOT ''4) LOT LINE ADJUST. 2002I20 I SCALE: 10' B.S.B. 1" LAKERIDGcE DEVELOPMENT PO BOX 146 RENTON WA 5805 DATE: 12/5/02 0 150th ST. F.A.R. CALCULATIONS LOT AREA = 9,679 sf 50% ALLOWABLE = 4,839 sf FAR. AT MAIN 1,205 sf UPPER = 1,162 sf GARAGE = 535 sf PORCH = 124 sf TOTAL = 3,026 sf < 4,839sf f \fit, L �--- NOTES 1. DRIVEWAY PAVED FROM S. 150th ST. TO GARAGE , 2. S.D. PIPE OF 4" NON - PERFORATED PVC PIPE POSSITIVE SLOPE TO LOW POINT OF FOUNDATION. "Y' INTO SING 4 F SOLID PVCC LINE POSITIVE SLOPE TO STORM DRAIN 3. S.S. PIPE IS 6" SDR 35 ON A 67. SLOPE. CLEAN O PER C I T Y INFRASTRUCTU STANDARDS. 4. WATER SUPLY FROM METER TO THE HOUSE IS 3/4 ". WATER METER IS FOGTITE #1 5. WATER SUPPLY CONNECTED TO WATER METER SETTER 6. SITE WILL BE PERMANENTLY STABLE BY USING SEED & MULCH BY OWNER : BY COMPLETION DATE 7. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 K.C. SURFACE WATER DESIGN MANUAL APPENDIX D. REFER TO PERMIT CONDITIONS. FiD • C EI ) DRIVEWAY SECTION 4 " EXP. AGG. CONC. DRIVEWAY 15% MAX. SLOPE Iv r W 6 0 0 00 CO COW US W < El a F-- Z �.- 1-- 0 : Z W O to • I— W W Z 411 O~ z 1 s; WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: M: \\KAA \ \99\ \99064 \ \NEWFILE Homeowner: Site: PLAN #2367 The PROPOSED design *COMPLIES* .COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @156 Doors. AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description Floor Glazing Doors • AG Wall Ceiling Infiltration Analyst: NMS Jurisdiction: Utility: Weather Data: Seattle, WA Climate Zone: 1 with 1997 WA State Energy Code. REFERENCE 501 r. * * R19 vented Joist 16oc @120 * *2GL VINYL CLR /AIR Wood 1 3/8 ", solid flush R13 STD Lap Wood R19 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing HOUSE ID: TRYON CONCEPTS House Type: Single Family Floor Area: 2367 ft2 PROPOSED 457 Btu /hr -F * ** kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U -0.041 U -0.470 U -0.390 U -0.082 U -0.062 U -0.036 ACH -0.350 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 07/22/99 Area = UA Reference UA 501.4 X Area = UA Proposed UA 457.3 1205 49.4 355.0 230.8 56.0 21.8 2463 152.7 1297 46.7 19741ft3( 126.4) 1205 49.4 285.2 134.0 56.0 21.8 2416 198.1 117 7.3 1297 46.7 19741ft3 (126.4) . w : U O N p: W J H CO W wO IL. at = Z � . I— O Z F—' U a . ON H' . W w H r__ wZ r= Z WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 07/22/99 FILE: HOUSE ID: TRYON CONCEPTS Struc Mass Light Frame, Sheetrock walls M- 3.000 2367 7101 • HEATING/COOLING/VENTILATING SYSTEMS f PROPOSED Heating System Type: Gas Furnace Make: DEFAULT System Efficiency: 78 9 6 Modified Efficiency: 0 9 b - Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: •System Size(Output): Annual Cost: • Ventilation System: Northeast : Eff S Glz: 9 6 0.60 30614 Btu/hr 0 Btu/hr( 0 30614 Btu/hr 46000 Btu/hr (150 Average Annual Heat: *** MBtu *** Integrated Spot & Whole House Cooling System: SEER: 0.0 0 • Cooling Load(at 4F dt): Btu/hr System Size(Over) : tons(@125 Annual Cool Requirement: kWh/yr Solar Access: Partially Shaded PROPOSED DUCT SYSTEM Location Avg Rvalue Surface Area SUPPLY • Vented crawlspace R- 8.0 • '473.4 ft2 RETURN • Attic or garage R- 8.0 94.7 ft2 1 GLAZING ORIENTATION i PROPOSED PROPOSED South : ft2 North : ft2 .,, Southeast : Northwest : •East West : Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 JOB NAME: JOB NUMBER Copyright,1994 ' TRYON CONSTRUCTION PLAN #2367 99024.10 7/21/99 DATE: BY: 7/21/99 NMS GLAZING.xls igtol ivitwvo WINDOW TOTALS d ;y+, ROOM • NAME WIDTH (IN FEET) HEIGHT AREA (IN FEET) (IN SQUARE FEET) QUANTITY 11-10W MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET 7 I AN -- d i . LIVING 6.00 5.50 33.00 1.00 33.00 , ) . .. f ENTRY 1.00 5.50 5.50 1.00 5.50 DINING 5.00 5.50 27.50 1.00 27.50 KITCHEN 3.50 E 3.92 13.71 1.00 13.71 NOOK 6.00 i 6.67 40.00 1.00 40.00 FAMILY 8.00 1.�. 5.00 40.00 1.00 40.00: TOTAL MAIN ., m M 159.71 UPPER FLOOD . __ M. BEDROOM 3.00 4.00 12.00 1.00 12.00, M. BEDROOM 3.00 4.50 13.50 1.00 13.50 M. BATH 6.00 4.00 24.00 1.00 24.00 - BEDROOM #2 5.00 4.00 20.00 1.00 20.00 1123:11C 10[11111104 BEDROOM #3 4.00 4.00 16.00 1.00 16.00 STAIRWAY 4.00 3.00 12.00 1.00 12.00 LOFT 7.00 4.00 28.00 1.00 28.00 TOTAL UPPER 125.50 SUMMARY . TOTAL GLAZING SQ. FT. • 285.21 TOTAL ROUSE SQ. FT. 2,367.00 Glazing % ... .. _._ _...∎∎••∎ e. �....�..._... 12.0% _.. _ ...... ' JOB NAME: JOB NUMBER Copyright,1994 ' TRYON CONSTRUCTION PLAN #2367 99024.10 7/21/99 DATE: BY: 7/21/99 NMS GLAZING.xls igtol ivitwvo VE R SIOf 1 51.7 INCLUDES 3 trolly .Kappler Architects LATERAL DESIGN PER 1997 UBC Note: SITE CRITERIA 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. 99024 -21 WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) Date 7/29/99 SPM Lateral Analysis for: TRYON CONSTRUCTION PLAN #2367 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 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 KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wordxn1,d5320 Long Wall .; ?`80 13.0 NOT VALID UNLESS '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 7/30/99 PAGE 1 WALL HEIGHT Ce Cq qs Iw 0 -15' P= 0.62 1.3 16.4 1 13.22 PSF 20' P= 0.67 1.3 16.4 1 14.23 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 As))) where: AB Ground floor area of structure r max = -- -Max element - story shear ratio r max = r / story shear r i = element story shear x 10 / Iw element shear Iw (LENGTH) r = (. where: P= Ce = Cq = qs = 1w = VALUE USED Ce = Cq = qs = Iw = r max = fl2.73 therefore use DESIGN CRITERIA FOR WIND ANALISYS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) Exposure factor Method Factor Wind Stagnation Pressure Importance Factor 1 �r41li�i) EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) Ow) r story shear 1184 1 11676 P= I<APPLER ARCHITECTS BELLEVUE, WA '19L : %4 -21_T ryon_Plan #2367_1997 -7 Lateral analysis wor4250a4.1(15320 VALUE USED AB square root Min= 1.0 Max =1.5 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 PSF P(ROOF) 13.0 16.20 P(FLOOR) 9.25 13.22 P(LOWER FL) 0 13.22 P(GARAGE) 0 '13.22 1740 42 11841 0.10 SF 7/30/99 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 1 B EX. WALLS 10 80 8.5 6800 INTER. WALLS 8 82 8.5 5576 To,At UPPER FLOOR WEIGHT ON MAIN SHEAR WALLS 44716 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ, 16N BASE SHEAR: Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED R= Ca = Rw= Rw= BUILDING LOADING DEAD LOADS TOTAL ROOF WEIGHT FLOOR S / S EX. WALLS F / B EX. WALLS INTER. WALLS 15 10 10 8 42 84 80 82 40 0 0 0 12600 0 0 0 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 0 :1'0 =IF`NQ LOWER'LEVEL(. • RASE SHEAR BASE SHEAR: Vb= (3.0xCa /R)W STORY SHEAR Roof (Upper walls) Floor (Main walls) Floor (Lower walls) 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls Wi PSF LONG WALL 'SHORT WALL WEIGHT TOTAL WEIGHT BASE SHEAR: Vb= 38528 44716 0 hi (Plate Ht.) 18.5 9.5 0 0 TOTAL FLOOR FORCE: Vi= KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_ Plan#2367_1997 -7 Lateral analysis worabE t' l5320 38528 # � 324. W =, # 0.1964 83244 16346 WORKING STRESS WOOD DESIGN 1.4 11676 ;`r` \Ni x hi 712768 424802 Wihi / su sum Hi x hi Wihi 712768 0.6266 1137570 0.3734 1137570 0.0000 1850338 1'1676 # 7/30/99 PAGE 3 W . Wes` U O ■ W ' W = 'J g J; Q ; N om' = d ' Z �.. . I- 0' Z 1- >. 1.1J uj U �. 10 — 0 1–, LL 0 Z : 0 _ P. O Z SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /totAl (W)(h) F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) SEISMIC FORCE ROOF DIAPHRAM 2 -2X4 2 -2X6 16d CHECK TOP CHORD M= . T =C= 10.5 16.5, SHEAR AT 13A SCE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB 160 #FT 132 # FT 0 # FT 0 #FT UPPER FLOOR TWAIN FLOOR 550 MIN BOLT SPACING 790 MIN BOLT SPACING 914499.8427 SEISMIC FORCE vIND GGVE SEISIVIICGOVERti } 110 `567835 #FT 46438.4907 1160.962268 ALOW.Ft= 0:36.j r. 1.33 143.64 # /NAIL 1.331_ 731.501#/BOLT - x2;31. FT O.C. 1.33[ 1050.7 ;# /BOLT FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor! 986-4.1d5320 11676 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) WIND & SEISMIC UNIFORM LOADING COMPARISON P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) 8.08 NAILS WIND FORCE # FT # FT # FT FT 211 #FT 343 #1 525 1.33E (398.25[01‹ 7/30/99 PAGE 4 V W h Wh 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) SEISMIC FORCE ROOF DIAPHRAM 2 -2X4 2 -2X6 16d CHECK TOP CHORD M= . T =C= 10.5 16.5, SHEAR AT 13A SCE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB 160 #FT 132 # FT 0 # FT 0 #FT UPPER FLOOR TWAIN FLOOR 550 MIN BOLT SPACING 790 MIN BOLT SPACING 914499.8427 SEISMIC FORCE vIND GGVE SEISIVIICGOVERti } 110 `567835 #FT 46438.4907 1160.962268 ALOW.Ft= 0:36.j r. 1.33 143.64 # /NAIL 1.331_ 731.501#/BOLT - x2;31. FT O.C. 1.33[ 1050.7 ;# /BOLT FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor! 986-4.1d5320 11676 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) WIND & SEISMIC UNIFORM LOADING COMPARISON P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) 8.08 NAILS WIND FORCE # FT # FT # FT FT 211 #FT 343 #1 525 1.33E (398.25[01‹ 7/30/99 PAGE 4 #N /A• 0 0 0 .0 #N /A J'. #>;N /A '::<) Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED #N /A #NIA #N /A #N /A MIN PLATE NAILING #N /A INC 0.C. 0 0 0 0 0 • • 0 0 .0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #NIA #N /A #NIA #N /A #N /A 11.5 . 3.75: . . 3.75 2.25 • 4 176 :;;`!.P`i =6 s's Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 5284.28 5284.28 3170.57 5636.57 MIN PLATE NAILING 10 INC 0.C. 300 300 180 320 1701. .1701 882 :: : 1512 2501.25 2501.25 796.50 2442.67 742.14 742.14 1055.14 798.47 NA NA w CS16 -30 NA • 20 .. . '.7.5 ...... . 0 . ':11 0 228 'gg.P1= 6.'8&'4. Mo= Wail(DL) Roof (DL) M r= T =C N. REQUIRED 13660.89 0.00 20035.97 0.00 MIN PLATE NAILING 8 INC 0.C. 600 0 880 0 0 0 , . 0 • . 0 1500.00 0.00 3226.67 0.00 1621.45 #DIV /0! 1528.12 #DIV /0! HTT 22 #DIV /0! CS16 -30 #DIV /0! 8.5 .:.:.: ' 17.5. '. 4.5 0 ....,: ... ` 0 81 WP14614a Mo= 11391.84 2929.33 • 0.00 0.00 �' Wall(DL) 1400 360 0 0 Roof (DL) '::0 . ' :.:..' : ' . 0 ..: . 0 .: 0 Mr= 8166.67 540.00 0.00 0.00 T =C 184.30 530.96 #DIV /0! #DIV /0! MIN PLATE NAILING N REQUIRED NA NA #DIV /0! #DIV /01 21 INC 0.C. • '. SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 1 :4 1 2 0 O u_ 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 z 0 u. 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2 /3DL REACTION HOLDDOW • UPPER FLOOR : Load 211 , <<< `:;Ht. 8 cr%' 2 /3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b C c c KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis worIt9b A1 , 16320 d d d SHEAR V WALL TYPE 7/30/99 PAGE 5 t .. �, }.. ,S:.s.:�r•....w,[...., ✓:: i�.�G�,x:: .✓..: vt.�LtII.4`�:,r..".•1iii�.' �7vA Y5iu1�% +I�Vi�.�sd6.'U" "i Avg .Ny����.Y�����4N zA'J.J�. 7 fi :'wiS.�,Y'+v�/NS'4yW 51.��a� Y.iY �. ��� iY 15 19 7.5 0 • 0 1191 r, P1,46.0 1 MIN PLATE NAILING 14 INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 18120.01 7152.64 0.00 0.00 1520 600 0 0 0 0 . 0 0 9626.67 1500.00 0.00 0.00 447.02 753.68 #DIV /0! #DIV /0! NA NA i #DIV /0! #DIV /0! #NIA 0 0 0. 0 #NIA I f 1 ,414/k3, k, Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A - #N /A #N /A #N /A _ #N /A #N /A #N /A .15 , : 15.5 ' : 20.5 0 .0 88 , i'P.1r.6rh;' 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 /01 #DIV /0! NA NA #DIV /01 #DIV /0! •: #N /A 1 0 0 0 #N /A Kt . #I { : Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A _ MIN PLATE NAILING #N /A INC O.C. '' 80 0 0 0 0 . 0 0 0 26.67 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #NIA 1 /N /A FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 F- z 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 w • Z C U 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 t J 2 /3DL (.) REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 • = • • , , : ; 2 /3DL • ' REACTION HOLDDOW a WALL SEGMENTS b c TRIB. LENGT TRIB.LENGT TRIB.LENGT a a b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 09024 21_Tiyon_Plan #2367_1997 - Lateral analysis wort, t3 t.Ya5320 d d d d SHEAR V WALL TYPE 7/30/99 PAGE 6 re J o: 00 N N W W = CO W. O }} ; J I a. • W • ZF-! • . U � O -: W W Z H- V: W � Z. U =: . O Z | 4 I 2 ' 2 0 0 132kx» p~"^^"^~^^1 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC 0.C. Mo= Wall(DL) Floor,Roof(DL Mr= T=C N REQUIRED 2244.38 2244.38 0.00 0.00 340 340 0 0 0 0 0 0 226.67 226.67 0.00 0.00 1008.86 1008.86 #DIV/0! #D|V/Oi STHD 14 STHD 14 #DIV/0! #O|V01 {, 20 8 �����',+ � �''1O 0 /��`� 0 381 " ����� Mo= Wall(DL) Floor,Roof(DL Mr= T=C N REQUIRED 25887.42 32359.28 0.00 0.00 MIN PLATE,NAILING 5 INC O.C. 1360 1700 0 0 1680 .` '`' 0 O 0 8106.67 5666.67 0.00 0.00 2222.59 268926 #DIV/0! #OKVO| STHD 14 RJ GTHD14RJ{ #DIV/0! #DIV/0! |:.v. ' 8.5 /� ' 3.25 4.5 1 Mo= Wall(DL) Floor,Roof(DL Mr= T=C N REQUIRED 369900 5121.69 9105.23 MIN PLATE NAILING 13 INC O.C. • _ 552.6 765 1860 `�'� � '' 'BDO ' 1080 2720 1573.54 276758 10880.00 2440.00 653.99 523.15 STHD 14 RJ NA NA _____________ THD 14 RJ • RIGHT TO LEFT NIA* FLOOR Load ^^ 132 Ht. 8.5 ce z 2/3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Mo= Wall(DL) 0 Floor,Roof(DL 2/3DL Mr= REACTION T=C HOLDDOWN REQUIRED 2/3DL REACTION HOLDDOW MAIN FLOOR `'^ Load .343 ` Ht. 8.5 . �e' '' 2/3DL REACTION HOLDDOW TRIB.LENGT a WALL SEGMENTS b n TRIB.LENGT a a b 1066.67 2645.67 STHD 14 RJ See beam calculations for added overturning load b u c KAPPLER ARCHITECTS , BELLEVUE.YVA �SO24'21 �n#23G7_1S87'7Lobam8mna��s _..'_`� ._-^"",~.-~.^. d d MAIN FLOOR TRIB.LENGT a b c d Load . 343 Ht. 8.5 d SHEAR V WALL TYPE 14.5 4 11649.34 680 120 4.5 13105.51 765 135 STHD 14 RJ 6 17474.01 1020 585 1350.00 3210.00 2612.33 2377.33 0 0.00 0 0 0.00 343 1‘k,, c f0 MIN PLATE NAILING SINC{lC 7/30/99 PAGE 7 15.5 15,5 19.5 0 0 152 ;_..', „Q1,:o�, Mo= Wall(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 /0! #DIV /01 NA NA #DIV /0! #DIV /0! #N /A 6 0 0 0 0 #N /A :s W:_ #,N /A.:',, : Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 33985.47 #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 1275 0 0 0 0 : 0 0 0 0 1897.44 0.00 0.00 0.00 0.00 STHD 14 RJ #N /A #N /A #N /A #N /A ' #N /A #N /A #N /A #N /A 25.5. 6 . 13.5 7.5 .. 2.5 296 5 0?1= 4 Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED 15104.65 33985.47 18880.81 6293.60 MIN PLATE NAILING 6 INC O.C. 1020 2295 1275 425 . 840 2025 900 . 300 372.0.00 19440.00 5437.50 604.17 1897.44 1077.44 1792.44 2275.78 STHD 14 RJ STHD 14 RJ STHD 14 RJ THD 14 RJ f 5 . .. 3 2 . 5 . . • 0 . , . 0 . •. 0 53 �? ; C'�l 6 ' ._ Mo= Wall(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 /0! #DIV /0! I FRONT TO BACK MAIN FLOOR TRIB.LENGT Load • 343 Ht. 8.5 s CD FE 2 /3DL REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 cL wz 1-- 0 w 2 /3DL REACTION HOLDDOW MAIN FLOOR Load • 343 Ht. 8.5 w .ri Z J w 2 /3DL REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 , '::i'� :d • 2 /3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA :);.. -21 Tryon_Plan#2367_1997 -7 Lateral analysis wor4sbe4.141 320 d d SHEAR V WALL TYPE d .4.< .�,, 7/30/99 PAGE 8 September 27, 2002 Don Tryon 14420 SE 84 ST Newcastle, WA 98059 City of Tukvvila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. D01 -394 5422 South 150th Street Dear Permit Holder: In reviewing our current records, we have not received your response to the City's incomplete /correction letter mailed to you on January 30, 2002. Your permit application expired on June 28, 2002. I have enclosed a copy of your application for your reference. If you choose to pursue your project, a written request for an extension of your application will need to be received at the Permit Center within five (5) business days from the date of this letter. This will be your only opportunity for an extension to your permit application. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Enclosures Xc: Robert Benedicto, Building Official Permit File No. D01 -394 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 January 30, 2002 Don Tryon 14420 SE 84 St Newcastle, WA 98059 Dear Mr. Tryon: City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number DO1 -394 Lower Junction Lot 4 5422 S 150th St. This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. l have enclosed comments from the Planning Division, Building Division, and Public Works Department. At this time, the Fire Department has no comments. Planning Division: Deb Ritter, Associate Planner, 206/431 -3663 See comments attached Building Division: Ken Nelsen, Sr. Plans Examiner, 206/431 -3677 See comments attached Public Works Dept: David McPherson, Associate Engineer, 206/433 -0179 See comments attached Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3684. Sincerely, Kathryn A. Stetson Permit Technician encl xc: File No. D01 -394 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 2064131 -3670 • Fax: 206 - 431.3665 'pa w• N t_ :,.N 4X141/t.1. Date: Jan. 30, 2002 Project Name: Lower Junction - Lot 4 building permit application Application #: D01 - 394 Plan Review: Ken Nelsen, Senior Plans Examiner Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 - 431 -3670 BUILDING DIVISION REVEIW a • z re 2 6 _1 C.) Uo CO CO a J z H w o: i u- Q- �a I z � z r- w uj ❑ Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl o spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall U 92 be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches in diameter, and o H. shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three w w quarter (3/4) inch crushed recycled glass aggregate, or other approved porous material, With a minimum of F, 0 four (4) inches surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. w ~O w z U N ; H I--' z Because of experience with subsoil drainage in the general vicinity of the subject site, the Tukwila Building Division has determined the plans are incomplete as submitted. Please provide additional or revised plans that clearly identify a footing drainage system. Include elevations of the disbursement system. The following code reference may be considered in your design. U. P.C. APPENDIX M: SUBSOIL DRAINS M 1.5 (Washington State Amendments) ❑ Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved water course. ❑ Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches in diameter, eighteen (18) inches in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm. The discharge piping from the sump pump shall be a minimum of one and one -half (1 -1/2) inches in diameter and have a union to make the pump accessible for servicing. ❑ Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. No further comments at this time. RWA1(Qtn'e.an.w ., gk@1tYJG} .kit { DATE: PROJECT: PERMIT NO: DO1 -394 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS January 23, 2002 Junction, Lower (Lot 4) 5422 S. 150 Street PLAN REVIEWER: Contact David McPherson at (206) 433 -0179, ext.1638, if you have any questions regarding the following comments. 1. Provide a letter, signed and stamped by a Washington State Licensed Geotechnical Engineer. House foundation and drainage system, shall meet a specific geotechnical assessment, with final design recommendations. The purpose for this evaluation, is to ensure that the house will be resting on an adequate and safe foundation. 2. Property was found to be very wet, during a site visit on 1/10/02. Identify the type of soil, existing on the site and how the parcel will be drained, to eliminate wet soils. 3. Replace existing driveway with City of Tukwila standard driveway per Infrastructure Design Manual. mo w ' . 6 J U, U 0 N CO W W =; N LL 0. � Q I ci: F- _ mo Z I: D fa w , o :O F- w w; .1- r- W z . UN City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: January 7, 2002 APPLICANT: Don Tryon RE: Lower Junction Lot 3 (D01 -393) Lower Junction Lot 4 (D01 -394) Single Family Residential Permit Applications ADDRESS: S. 150th Street Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 - 431 -3663. 1. Required Buffers Our records indicate that a Type 3 Watercourse is located along the shared property line between Lot 3 and Lot 4. Per our Sensitive Areas Ordinance, no structure may be built within 25 feet of the ordinary high watermark on either side of that watercourse. This 25 -foot zone is comprised of a 15 -foot watercourse buffer plus an additional 10 -foot residential construction setback from that buffer (per TMC 18.45.040(C)(2) and (3)). We are enclosing a copy of the Sensitive Areas Ordinance for your reference. 2. Buffer Reductions The Director of Community Development may approve a request for a 5 -foot reduction in the 15 -foot watercourse buffer so long as the buffer does not contain slopes that are 20% or greater. The reduction in the watercourse buffer to 10 feet in width would also be conditioned upon approval of a buffer enhancement plan (see TMC 18.45.040(C)(4)). Additionally, the Director may reduce or waive the 10 -foot residential construction setback when a site plan demonstrates there will be no impacts to the buffer zone (per TMC 18.45.040(C)(3)(b). Therefore, if these conditions can be satisfied, it may be possible to obtain permission for a 10 -foot watercourse buffer with a 5 -foot residential construction setback for each lot, respectively. If approved the reductions would appear to allow for a house approximately 30 feet wide on Lot 3 and approximately 35 feet wide on Lot 4 (allowing for the other required rear, front and side setbacks). We have enclosed an application packet for requesting reductions in setbacks and buffers. Any such request(s) must be submitted by the applicant and approved by the Director prior to the issuance of any building permits. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431.3665 Don Tryon D01-393 & D01-394 January 7, 2002 Page 2 Next Step For the reasons outlined above, your applications cannot be approved as submitted. You must revise the building plans in both applications in order to meet all required setbacks. You may wish to consider some of the following options: Revise the building plans to accommodate the required buffers and setbacks as described in Item 1 above, without seeking a reduction in their width. Request a reduction in the watercourse buffer and residential construction setback on Lot 3 and Lot 4 using the enclosed application packet. The required documentation for a reduction request is listed in the packet and includes a site plan showing building footprints and all setbacks/buffers. ACTIVITY NUMBER: PROJECT NAME: D01 -394 DATE: 12 -10 -02 Lower Junction Lot 4 SITE ADDRESS: 5422 S150 St Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # I Revision # After Permit Is Issued DEPARTMENTS: Building Division 13 Public�ks frtA)ll 12 70 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete TUES /THURS ROUTING: Please Route —1 Structural Review Required APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 n n Ii 111)1 - Planning Division Permit Coordinator xi e DUE DATE: 12-11-02 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 1 -09-03 n REVIEWER'S INITIALS: DATE: Approved n 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: z JU 0 0 N 0 w= J }- w L Q . c d, w Z F- Zo O • N Cl 1- wLLL • U 11 ~O .. z w U = ' 0i " z TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28.02 PERMIT COORD crop, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -394 PROJECT NAME: LOWER JUNCTION - LOT 4 SITE ADDRESS: 5422 S 150 STREET Original Plan Submittal DATE: 10 -22 -02 Response to Incomplete. Letter # Response to Correction Letter # 1 Revision # _ After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division Public Works L.1 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: paw n OORD CO DUE DATE: 10-24 -02 Not Applicable ❑ DUE DATE: 11 -21 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -394 PROJECT NAME: LOWER JUNCTION - LOT 4 SITE ADDRESS: SOUTH 150 STREET XX Original Plan. Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # DATE: 12 -28 -01 After Permit Is Issued DEPARTMENTS: Builai g Public Wor<s Le,inh o Q - DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route Approved Approved \PRROUTE.DOC 5/99 Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete n Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved with Conditions fo Fire revention Structural n Pla n iin g Division por Permit Coordinator DUE DATE: 01 -03-02 Not Applicable No further Review Required DATE: DUE DATE 01 -31 -02 l I Not Approved (attach comments) I REVIEWER'S INITIALS: DATE: Aty0411514 1 i bud/ital DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 144- Z re 2 U O' No W I w O Z ; w Z 1- O Z U O � O H. w • w LL I .. Z W H 1` O Z ❑ Response to Incomplete Letter # Er Response to Correction Letter # 1 ❑ Revision # after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: /7- /a Plan Check/Permit Number: Z 2( — 3? 4' Project Name: Q cgler ,/v /(C' Project Address: Contact Person: ,M)/t) Phone Number: x/25 ZS 5 G Summary of Revision: 1. c7 RECEIVED CITY OF TUKWILA DEr. 1 0 7002 PERMIT C Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: \JfCCO✓ LJ Entered in Sierra on /d-'1 0 -0y 08/30/00 IC. COUNTY Res: - `?.ntial Sewer Use Certific.. on (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The King County Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be (Please print or type) Owner's Name f e h erter t Atrkto /i (Last, First, Middle Initial) Property Tax I.D. Number __ x'7.3 .300 — 00 45 Property Legal Address: Subdivision Name Subdiv. # Lot # Building Name (if applicable) Property Street Address 5 I ( 50 A__ City, State, Zip KCW ( (A Wiri 9 di Se Owner's Mailing Address 55.317_5, 150 -/-4 S'f (If different from above) / r/lieWd� tdc ?PA? Owner's Phone Number ( Zc ) 2. 2 4 t? Property Contact Phone Number (4 Z 55 6 $7F Party to be Billed �Y!> t.cce 5 GGL (if different from owner) Party's Mailing A. Q Address f 2 (if different from above) City or Sewer District Tv i!t (c Date of Connection: Side Sewer Permit # (.4)4- 6 r Please check appropriate box: X Single- family n Duplex (0.8 RCE per unit) n 3 -Plex (0.8 RCE per unit) C 4 -Plex (0.8 RCE per unit) Fl 5 or more (0.64 RCE per unit) No. of Units Li Mobile home space (1.0 RCE per space) No. of Spaces Block # Residential Customer Equivalent (RCE) referred to King County Water Pollution Control Division at 684 -1740. x 0.64 = I x 1.0 = 1.0 1.6 2.4 3.2 For King County use: Account # Monthly Rate Six Month Due For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Date ( —Z P -0 Y _ //7 Print Name of Owner /Representative J ' ).. .. N Signature of Owner /Representative 1057 01E./ 2:961 White — King County Yellow — Local Sewer Agency Pink — Sewer Customer ., v. sx......•i: ✓,,: aH,` ° 4 '��,tSV6t• 4 ti,k.a""it4 .F"7 ,'tkQ`,(Fi7ii J(�'�4 '. ;• 6i't;t£�u �J �Aa'L ' 41,4.2, **, cits' .,:fi E.Stt:ir," iii.,"04 ii1.d '+"'�1 WATER SUPPLY ASSET Bill of Sale City Water Meter Permit No.: 2D d c 3 4 7 4 ( KNOW ALL PERSONS BY THESE PRESENTS, that (R 4 Co AJCF/d 7'S 1 - 1 -(' , an z individual /general corporation /partnership and existing by virtue of the . ce 2' laws of the State of Washington, located at 6 D R, Bew :44 l «4 v.4 L C 4 q fe, S 0 o. i , u) 0. City of Tukwila in King County, for and in consideration of the sum of ' w i TEN DOLLARS ($10.00) lawful money of the United States, to it in N I-: hand paid, the receipt whereof is hereby acknowledged does by these w o presents grant, bargain, sell property, located at 2 Q . 5g'Z .5 . /S: 57 1 (G , g 5; I City of Tukwila, County of King, State of Washington to wit: I- = Legal Description of Real Property: z o LOT "A ": PARCEL No. 873300 -0045 g D. LOT 4, BLOCK 2, STELLA A. TYLER'S FIRST ADDITION TO STERLING, ; p ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 8, IN KING COUNTY, WASHINGTON; o Ll I- 1 - TOGETHER WITH THE WEST 8.00 FEET OF LOT 5, BLOCK 2, SAID PLAT; Ill W I--V EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY STATUTORY u. F" • WARRANTY DEED RECORDED UNDER RECORDING No. 9109270295. O Z List of Materials /Asset Description o 1 r. o� / water meter box(es) located at the above address, Zo lineal feet of 3* inch meter service line(s) with appurtenances, made of7'f,vs IC a,,oEgi material type with an installation cost of $ Zece_°° , 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 Li:4�+'ta • ' ti EXECUTED at the City of Tukwila, Washington, on this 33c %( of ,20 03 SELLER: LTcJo,v Ca C 275 'ce.TITLE: BY: STATE OF WASHINGTON County of King j) c l to be known to be tr idual described in and who executed the within and foregoing instrument, and acknowledged that - signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 3 day of , 2O6 . dieJ On this day personally appeared before me Signature Print Name ss P:PW Dev Engr /Forms /Water Supply Asset Sale NOTARY PUBLIC in and for the State of Washington, residing at co TITLE: / -✓ My commission expires 5--1c1-01i . • REGISTERED AS ;PROVIDED BY LAW AS CONST . CONT - GENERAL ��.01 TRYONCL013DH 02/11/2003 FFECTIVE-,DATE 43/08/ 1999::.. TRYON ' ,CONCEPTS' LLC .• PO . :BOX', 14 6 RENTON • WA 9 Issued by DEPARTMENT OF, LABOR AND INDUSTRIES „• ; I uj 00 ( our W=: J Hi CO IL W 0: u. � :1 CJ• I W Z �. 01 rZt .0 H: `w W V' : 0. Z , ` U- Ham: O z: ` Side Elevation Rear Elevation Side Elevation r r Bonus 14'10'x13'0' � Bath DPI Hall Mstr. Bdrm. 16'0'x13'0' •l111Tfl 11 :'I PLAN # 2367 Bdrm. #3 11'9'x101' Bdrm. #2 12'10'x10'1' Mstr. Bath KL- I Upper Floor Plan N 0 4] U - ;Iiiir ,tiIi?111II S UIII ° 1 , I ! ! !tiroiata ! 1 11 i1 111i1fi{liil11 - 11111�1�1 ' ?1 i1 U Fami 12 Garage r a=tr- 40%0'1 nd ry =LiI ",I 2012Ms SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR TOTAL GARAGE DECK / PATIO SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE +* CALCULATIONS- OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED I *' CALCULATIONS. Patio 10'0'x10'0' Nook Hall Entry 4 Kitchen Dining 13'6'x12'00'' Living 13'6'x12 k overed Porch 1205 SF 1162 SF 2367 SF 535 SF 220 SF T Main Floor Plan Date DRAWING INDEX AL CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS El. MAIN ELECTRICAL E2. UPPER ELECTRICAL DL STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. B 3 C. 413 Permit No. __DIet41+ SEPARATE PERMIT P. FOR: ::CHANICAL [f 9 _,ECTRICAL Nor [K '' MMBING :AS PIPING CITY OF TUKWILA BUILDING DIVISION GUT`( Of TUKWtU APPR4NiE0 4 FIE COPY RECEIVED CITY OF TUKWIi DEC 2 8 2001 PERMIT CENTER WO CHAN ZS BE MACE TO CSC"� C : '.< WITHOUT PR :311 ^ZJ\ CF 1'v`;. 'LA B`LIILDIN3 PTV,; ' '9 'mu. T.' _TREE A PEW DT 4 1U ! Mt) MAY irvLUDE Ai)DiTIONAI. PLAN MEIN PLt8 N , It I O1914114SVM } : !t t,t��r9 rX .\ r� Descnpnon i iiiai - PLAN # 2367 ifs DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT Kappler Architects P.S. 13400 Nora-up Way, Suite 3,3 Bellevue, Washington 98005 (425) 641 -5320 * Fax (425) 641 -5318 TITLE JOB NO. 99024435 SHEET COVER SHEET Side Elevation Rear Elevation Side Elevation r r Bonus 14'10'x13'0' � Bath DPI Hall Mstr. Bdrm. 16'0'x13'0' •l111Tfl 11 :'I PLAN # 2367 Bdrm. #3 11'9'x101' Bdrm. #2 12'10'x10'1' Mstr. Bath KL- I Upper Floor Plan N 0 4] U - ;Iiiir ,tiIi?111II S UIII ° 1 , I ! ! !tiroiata ! 1 11 i1 111i1fi{liil11 - 11111�1�1 ' ?1 i1 U Fami 12 Garage r a=tr- 40%0'1 nd ry =LiI ",I 2012Ms SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR TOTAL GARAGE DECK / PATIO SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE +* CALCULATIONS- OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED I *' CALCULATIONS. Patio 10'0'x10'0' Nook Hall Entry 4 Kitchen Dining 13'6'x12'00'' Living 13'6'x12 k overed Porch 1205 SF 1162 SF 2367 SF 535 SF 220 SF T Main Floor Plan Date DRAWING INDEX AL CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS El. MAIN ELECTRICAL E2. UPPER ELECTRICAL DL STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. B 3 C. 413 Permit No. __DIet41+ SEPARATE PERMIT P. FOR: ::CHANICAL [f 9 _,ECTRICAL Nor [K '' MMBING :AS PIPING CITY OF TUKWILA BUILDING DIVISION GUT`( Of TUKWtU APPR4NiE0 4 FIE COPY RECEIVED CITY OF TUKWIi DEC 2 8 2001 PERMIT CENTER WO CHAN ZS BE MACE TO CSC"� C : '.< WITHOUT PR :311 ^ZJ\ CF 1'v`;. 'LA B`LIILDIN3 PTV,; ' '9 'mu. T.' _TREE A PEW DT 4 1U ! Mt) MAY irvLUDE Ai)DiTIONAI. PLAN MEIN PLt8 N , It I i oyQr .:. s.-= "t'! 'Z•wers ale' •W 000 rr C-a'9C r a 19/1/' : O.: re , on. '? a14DG tree -rtR r .OV rd : or Startosras we `.5 t , r(7 :rs =ever see • we .Crvector r " -stove/ ^s 1 eft f ...CMG a retro d effect Or • et <sec Je ' ~.sJ • .- ',roe 5 as .. escaper 5. •em - •!C :. r..."r6 or r some rG y •.: <Gr!s rd:e ^ .00raL^ -G C.a. fa ;.,c.24.11 sl rG _ 600c 'Cat a• -seer e"N C. meet : i • Mate ';C+b•9rd:e _ . -4:11 d • rV Y sec. y 'creme' rose aaismw are =aptf q-tec {APPLES P 3 - sea» a rg 1111 u+svep a+a %CGyln 0 veto. 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C. sec: on 006 e - - 'rate sta., °_' ,'tons • sear Tide E!tr J c .^' Ai. over stalls tread li 1r'm7r - see 'n max' -tr toe- tee= C remo•a• sea re :4• rr ►.r and 3@• Pax :;r above :rte Sea .• sect _-"+ aro not ,est tray ! o noes :'tar. 3 , , • from tre wa and weer - et✓. at ea O' end Der .:5C sec: or 00 6 °_ nova ' •e oda,Y., at top ant POttOr of st ender soar ars war' Mono error, oar .E C sect!, 100. - - " _ Geyer .eaoie scare u0r star .''J Sr$' type 'r' GuE Pee 2 :ayes at ce 'r0 area au :,.rte 5na i to taped and seaied Provide ;aye- or 5T9' t 'x' ;,wig at -1 are ,roc s :a rs _3.rer Grates a rrl7ua tar Shafts - provide 5,8' type ''' 5.5 or :E sage slbe:neta .Ito i00k ;CMt$ On d:' Open 05 SC sMr: surrdCes sae De see 3i0eIre SO'id core aOC 2/8' $ F l , eestroon0 - as per a. Structure. dee•cx triter. a 'lee. not are ore ✓.deo 'a carver shoe .Sour arc: do rc ricks that corcie;e stuct•rai drays'' Pas Peer Dore or :rue strrc :Je A.' - noes _oadlno _oda - aro acrd Ilve odd :5 re - oc chord dead coo i2 cs 2C Cs ' '..e �QSt4r rL7ffr .. "YC . �eitg is Ps T4 _CAD 4' OS g Roof ,eve oao 25 os• C Ficor _ 'ye toad. IL' D6 D' Stair and cored, ire oar 0Pi' co E Mepan .r. :s -.:arts Grc / fed t7y ^art.'act.rer F' Wind. 730 mr•r e,m- •,e,re 8 Ra•55 aesun� G Earthquake :one - A oweb+e sci: Drawee: sinless a so.* repo by a cs,e r'ed &rep ealr s provided a' - 00,n06 and 'oerdation6 shaii De or assJRCO 2.00 Ps' Porno caoac'ty cress cterwse rotes a &Nerro Eau .a art f;r a crosser. 35 pei P•e'avecatx = aces aro Soo' Fu E ' i. o =.piano.' a: Sc d f B: cu- at7pi;aricd rtchude 6.1.0nt stoves 'Ins7;ace stoves K - maters r *eP.ace stoves 'actor, w it rrepaces and ' replace ;rears a.'d air emir awe, with the pros. eons cr Sect or 30 -3046 "2,C 8 • '^eta Crarreve era be arc...0 above the etc'.,, n +Pure tee appliance served s !orated it ala''e navhq one hoer "he 'd.'eance - at , n.7, and s: a space aii Maas between cheeses and 'enc:aslr.G wails '.Prime fa exarirat or and Fecal' ro- ertire crxsres Jai seta • ce :,''trout OPer'nds per .. C 84 -'-541 Roved. frestorr'mq at &eve, per rBG .,tree 1 06;; .-. i otali meta ''replace With ned,th and a,rr0unds roe man.iactJere epeelriGdtio' . E: 'a'efabricated nret:iacsa b'eneus and heated c.orporente to Dear or'CBC see of aprroval and be , 4sta , ;(41 roe• ranufactJS- - e4.ner.nte , tie Pewee oho extend at ;east 16' .' " of lord e' to each 5 de of tee ' over, are- tre over n0 is era er than 6 et r the ober nc e 6 of or iarer the her, ehei ertera 30' n r-ort amp ':' to each side. per uBC. 3 Maaont, Fired aces 4.' "Iasorr, rlrep'aces shelf be lee e:eel aro coo trusted to core y with JBG. sect o' 310: 3; Creme., terrinat , dere, must extend a ensue of 2-0' am,' an, Point of the butOrG With- C' -E of ere creme, Cheney, to nave reirforce0 earn cerert mortar vac, sicced to shed eater or resen store O' pc.'rete cap aver sand See., cardrnd t0 erec rats Parging to oe t, J'e-e masonry stare , Concrete 3.80 .eeo ch s tc oe reirf,ced w th 91 i ! oars as bond beams as rotor Provide Ir' Pee' scar scant arrestor at fine to Tina, or type F aehmo f'aeh and cotnterf eeh wit' er 26 de ga'van;:-ed Wee rata' a edurvai'ert :Fe E Anchorage - hrchoraoe she. De vcv at a. ce''n9e and 'loos Pore van 6 -0' above grade excep alter constructed eft -e,s, w ter ere exteior wee cr the bur id''r.a. a ere. ede tc be "2.. 31b' r " Stee straps cast at eeat '2 Into tote cr.rr'ey W'u r 186= decree nerd wet' a 6' extene around tre Vert r4 • reamcremq bare or the a:telrace Cr :he cr •trey each war is to oe secured to the structJa• 'raring of the ia.' is n? • th ' 2 ; `; it per strap. ''Jere JO $te are Odra,.i ter tee d'ierey..taps are to be armor.° to 2,4 Cl oeSt c6 Cornectehd at ea.: 4 ;piste and secured w r 2' led Haile each Jo rt type '1 =Ire Blocre and Draft Stop. - de per JBC. 10a. • e ` 1:4srrKes ...craft - _ arart.e Drees newer, ',pace or Tors. a.o 4urDStie f a ►r0 3[r 7 sot* 4i 1.a art, 1. refer • 3rL G" . de o ererce DrAwee- - .teen. rr'•c *se -• Tsee 'roe carmine • "env wrier s-. -ems .:" le w'Orei^ st'a.:ss - ":01Clwst3:e rate! a MM: ce rr 6' '.c r .Or rreDace doe r'r. 4C s, cr water w -77 i t teen rtes -r0 VR• 0'0 eeGrf ,rar t r0. e1,y cere ce eras me maser . Pro. ee Peers woc-d rres:oopro et Depara: an vet.. - rte a e Yd .006r•s7e6 .! Arad' • c :3e r r : borne , re ; d'as _otter, ", fear toe Ott' :: 'tar i J :n• a.a 67e4se •ears neert 6 10r erne 4' 4 .atoms pr: sC : Pr pt 're rape• . 7r - e .y.'L60er Scour .70•0er ter Vet :Cl►t' L' Gal, 7rGwc:s .7 4.6'5.1 :n [Pees' is 'o or.• nem r - 6 sate woo • - e' Peron ma' - �. - :a . Drips t =a :4c teed '...side ...r 3 read. access Ce -aryl or air sorreeso Ne re t c stem-, :cow '_ a erten. sro ensue ''e. area •r...a •e O Greater tray the •eek.red verso :ems s 'S IrCortte4b4S 'rte tpca . rba^^ aro Extensor - - err, td De dm, stole :ae(7re a Other d+>Cf: red nto- =o^tvet C! rate d s _• •f r'7ce0 G d •. a Gv ,font aro a e00eed oaeM «ea, r,1: er'-s0 oesrel free dee aD 'C Ceti 000 X SG +':.0 549 so ft b' r frets E' earn a toe -Demo 6 so ft or erne ^J' r front ea, • de Corc nearer, rte soars aro :_ De - er•'.:r;..eo a tr 4 4 cars • 6' cc. ea, tare °e - state o ore -vast cone.:. -ea r1O erer•e to De '.doused co, anp. • : pc °'c✓'de ate to h•oo' f•arr 2 34 mated adore :?ode iesa ^J' tC be ds : +es. snae}e :•_-- ed_,acers 'corm' rester a - -o re:et a - A - prer,de* ar 'outs de moves "X comsat 7 a • b s0 e err . act • De - coverer a :arcer rl tee •tt ne bcatea nr a. :'e "rec.,. se :re - -on oC1:? " Ear -oat •Dr Forrat ? oe .e rr e' veldt "dote[ :c ore r► :• ?root ar b' oeyoeo r'rePs5ce sa 's •e- ^ ace° _ - r L• cars at 6' cc ea, wa and ,'+ear re; , ' r re v_arDac a s_ 3 5c ce ;opting oars to ve t c. ermines re-error per 75aoters .3 and 3'. ,uses C y cee' rs r core c: 7 sea" corsror- •l 'lee °_°_- .r.:0^' . : OrO CO. ono -e r accwaance ,: - a• State _aee aro Szect ,shams an0 various cOOee room. Cy 'J• eC iC. cod •e0. - .errs anD era a jJe : es : Arafat -soft: ons erne., are b -:.a :Orr' due 'L V' s0'c :+Jed, •CG.. '''?' -S Pro. oe er'G^? =as : ft - rG,.0r•0 elect- city. wale teoCra - to wet oer arse c: ^re '±✓., tree• s C,+teroc a•, Co- -c - rect,oino slob, sea,re arc 5✓ saver corn -e, aro r•a'S'rert ourinq construct, per - J.6o c: Octal reddra -er:s �* C'v!SIOk D✓: v a', . Si - E wOEtf _AR - ..QPcC Fart _ Ex°ovt•, Roo braomb 4• be.ol: '.n y graders r,d5 other- se scec f se 2 T..•-sr o•ad,nc _a'rncacng 0 5 c' L 9CG 3. Excavtt.c' padre ins aro come _tvo fa stuct.res as reP_aeo + ExCaeat, to U't•'' 'M era rrer`dr -■,, rar paveener'• as r„Tei"1ed 5. me-4,, aro o 6pna O' excava:eo 'tater'a as neecie0 6 eve red of eater a as 'ern 2^ r •acv a i as reedec =3. ✓uses AN; a.fC :•:;�A1�3 °art : - `rods= v.B - coo and part Ca' ✓rd A Amp,: c,ab6 B over 3' Crowed - Doc cr 2' Are B . -cols :'6' Pees C. ter . ✓ sia 3: Ewse and cot, :co•0inate _ th' mate a'S tin'' se eft a 'peso e 2 Art P ars Cooroina,e -7 mater a 5. r se select t'r reel,., 3. `=aver,: - d'trY. ' C.oOra'a :e witr tree° ass tinier Seiec. ' scheduie 9;100 5E..... _4t¢ DRAINAGE- E- ° 2 - _.. S Dye tC's ' - peas: a a'a'ae.e 4' »C5 per :orates pipe n,- r:g,0. Strx se 5y6tes. A Eater a C4t0• 76 ales and fares Coordinate w t" matCaie t -,r. , i ect C. schedule. = C„ivr:.S . Coordinate wlth mater Pis firer se., Scfed.:'e C ire- pre 4 ..DS n,- cer'Oratea t let ,ire sanitary Solace 5ystefs Se✓ace Ga', '-see 6' /C !rime .,as: - s voted. E Sep: c system P e• cxawer95 or oidder der or.• Par: 3 - Exec c• ' S.b0 -araree ouster 4 5iope to hear and aurrouno - tie ar 0180¢' 5.7 °'tPRC v EN 5 r ito eater a per details P - Product ' ' Duster Bolder oes gr '•ofd mate tr matsiais ' -.r /elect '? sclece.!e : Fences and gates :•agnate y tr na :c sh eelector schedpe P!' c ,• ? `f r om, Part dder Seed! END Di V;SeP+ : D'.vielc- CO•CFRE 03250 AGGE560R4€5 05;'O x- C4:"K t : hE eFORG'"f 1 Part 3 - Exeo2tior t armwC'x a ©taacr.g 'a structral debt place concrete sari: be by sbccrtracta and nee: .re •eol,'rerents Of tree' ars mdubt•y ste'1oaroe : A f e'rnrWOrt ena re OACeo 'n tech a onesr as to a'iOw cast - niece concrete to be alaceo on sofa 6ubetate no to eau btrt.cturai suocat renters tc sit below the frost ire . Product eterf,cinO ate. :efCmew: car s12ee and Iocetices De/ gime and pets is Crade 4C Fy Uedea wire 'abric. at ecat■ons Per glens and oeta 5 bxe 4;144 °art 3 - Execut 4 r,t.er at ', al; bars shall be ' -6' or 30 diameters .htcherver is ar9s Provide ,.r'rrer bare to matt' h ' 7Orta'! reintCrcerert ""V'i+rgre Coverage cr deta'!s and JBG Claptr °art : • .adduct Anal, zits i/2 ax i0' o esa otswise roteo , drawings. Expans cr and contact joint. 1/2' aortal Impregnated felt as located per crawlftge and Beta 'e ,awe's • 2'x2'x3lt0' so eteei pate *aeries Par: 3 Exeeeut`or Anchor bolt et 6 -0' mem CC, 7' from corer aM joints, Pax embederiar: min 1', 2 bolts per Deco of 'rood G� ea.r.Or♦ 3rr.G.ra :arcele S seas. ex a: . 2lJe1C Ps et 20 say s r onteCtJd weave fD +mooed toe 'eaate rr<' - awed 5 sad6 r. • ;te o,► .e 3a... .7 .tt - Oar. aC3tferite :d1e n 2onoresso rare eats redo.= daest.ree eec4112t 'Cr '00. 5 _- weara ,eta oe 5 e. • a concpse eeR3DSSt. c earner c or ro wart Locrarato sr eater 4* "6-r Wert,. s•ea..e °a.. - Exec., ce rarer .r�r�,rpr PTV "IrAP Prt 2 - Prot Ct 'pa '5' rote. se. aateL' cr+fO aOr Car: 3 - Exec..: or 0+U; ..A4 :ver�r�rQR Part : - Qoa6 .tnptas ano ' Q .. •. ..ace co- -dated 'tee' s. a ,Cr wear ✓e : ..bet •e -•r- .,'•clam 4a0er ? 0.490 . -•e : ' 666 :'w aa, 'Jaow�l- P ar: 3 • Exeee -t , 'Ss' -.BC Grates : 'fl42C 111 -7 4521R - Pr.. _'duct Bn,dC rd sorry :G 4 Exte a c_a: ors nee rfo. Ord :e - J rater a s ' mar toe act c' sdeG1. e B Mee, Ode one 'v •e r'. Coo _ - rater ad rrt*r street,. 11(7.0... C °a +e•* t ante -5 'are.'r'z. _ UTa+M:e •.tr s1a:s!a• 'r:y eerDC: ? soe . Comae, - .sonn r LD Trade ‘. ✓'t. J',fSe c •rte Y_ O Cate° s zes r s' r.Ya•eas A Spec < r'ta Co_-o ;ate i. tr `eater as ' • 11h' 6e. t - speD..e 3 Gass ears s is • odes c oat •. Eater G- ,Dca: ono 'enema Ceres-ate _ tr rater a.5 r +:Y H , .ter, :ocat Pea area'c Coadnite with Bate ate f r y 60,x :., screo,.;e Part 3 ' °Jidt aro ✓.nets• 4 Bros. ✓Tee! one be s,.ppa -tea o f.- t nd 'oti at a other no-- cat ustate s,c;.0 - t ya d,e ' - 'et pea ono t es at DC each . y! o: .erg °rev oe " ere, C r soave net..eer .wear aro o&:•. lo ono aor roves 'asr✓7g at Dase of veer aro 312' round .,eecec °, at 32' cc. at tee Da5e c' v'ereer .,term. 'for the a:• space to ere sr :e on renew X2 . sapoo, 0 '.Oao c:nc Jar Is our we d- art to vst ca deal leao c votes above S °s BBC Crecte• 21 2 Concrete meso'r, , t 'CM,' A Concrete - ricer ;r't - ,e ore ce ccretn,ctec tc coo :ore to A5 C90 oe WO re. -'ccen aro arecrr'eo as snol:r ca. drawangs t4400 5'.7f °a': 2 - fJ. Oa.1C: As snN or Draw's' E t.' c- ova: orA •tame. -:0. Co,rdrate wt mate- a s ' se z: - rcr sued, 't.er•',ar, ,ocat ,s -, name-re GOOrOna :e _ to ratera s "mush se ec :•r sCren:..e Park 3 Exec.. : 'Cr Store ✓wee A See o- do Veneer END DMMSION 4 D'V'S ON 5 05c` =45 *{s5 'raft 2 - Proo c: Betts tee 5' zes 8'1d reaper Der 060S a es neeoed ', intended purposes °art 2 - Product i-.afcreis aro guardr3i16 Prc✓ +' zee aro .()Utley. as shoo, per dwg. END DIVISION 5 D visor 6 ,Lt70D 41C °_AST CS . - 9 'K` Pan 2 - ='noel "'arinq itonbs sra;; oe marred 'r corrcrman,e . tr tee standard dradaro rules rar were: roast I760er O 16 a test eett ,. A C r dried A. Jo s: area rafters 2z6 and anger; eT - cur '2 a better B B eanie end s;"noers '4x aro z•ger Doug -Fir • or peter C Post and timbers Douo -Fir • C. Studs. pates. aro m:sc. '. ' Nan- F''.'D • standard. E 'J' and ricro tome Per maruract.rer F Gee 'a- 'rated tote Since soon 24F v4 DF ti3.T 2 Coetin,oue n' carK.'ever :4F ✓8 DF /DF G Ai; other xecer •err -Fir Standard or patter Plywoodior'e'ted .tend board (O59). APA a'acbo oust eeathino see '^PCAi BUli_DING "•1A 'wet on the duos Fio, 1'eathin0. see ''`PICAL ""A'TR JST'a tee ou,o K Other Ae ',too , draw'noe 2. Part!cie Soa•o AFA Tadao 4. 'YCteriavrer•. Floors 5'e' ?JON) 2 Street r-<.1 'i4 'uO!. ; fee o'vulC 3 c..abV.et .,Mace. 3;4''UCN,i 3 Teems A Prefabricated corrector pate wood '0C' trwee6 Bali De designed and stamped Du the raruractaer ,r. accordance w th the 'des'.gn MOW cat', 'a -eta Late corrected +loon ,yeses ' drawingl at0 data s to De avanab.e .r'c+ -eves: B See 'tom 'wino Notes' or drawing* C Prof des•cr Layout, loading and bracma shall be by ran,racture FIeid .,.anons of trues must be deeidmed o! man.,facturer 4 Fasteners and adree.res 61i 4i nets eeii be cone, wire of .:zee f• •'tended purpose Per ter table 23 ii-B- , Attach timber joist to flush headers and peems tr Sepeon L' honoare ow es a .qua; renal to su•t intended monocle sumo., hardware at otter ocettor• as outlined re rfrawirg& Bolt reads, nuts and cut washers err :'vs., s, 5 Post to rat footings connect,. Provide pressure heated post and pos t:ve cor•ect'or to rooting bee JBC °art 3 Execution 'lee for: owi -o wit, apply ,rhea sholir , drawing, A.i Wood framing detaiie era be CdretrUCtee :A th. r'nim standards r the JBC Ai' harirtq .tee• we're •C ere •.sine. - .rte or Chapter 23 of the UBC street roiling era', parfait(' to tebe 23 -C v' tee JBC •+•sort and epecwg of etude eras confore to tab'. :3 -' -R - 3 of the 28G VF:CIC . - °a • ci Caere. -+.aro rate • s. +eater a • ter react Cr scresowe " • vo cases A '..GOrdrate nob' eater a e 'see seat c • srlebat.e PrN ro A Cor?dirtate ,tr rater 4s ' r see,. Or 'crease• 4 Stir .0 mooed a, A SeCronett a r td'11.a a ' Seale: cr toned.. 3 See o : s OCC: c - e '•'sees y, rewrstr':r 7 Boct.as'ee arse c'..:- r we rot A C00 67 - arse d s e •'erec v scree[,,. 6 Paste axtate rt7 s: 7 ''fate rater A CC,Os'alte -'l Ta.e ! a Per Ve _► doted -e PC 0 'v5 0Q b vsar ' reed•'=, AFC O'•5•e1E Peer' CT.Ot. C 75 r-il'• •'Sr' °a-t 2 °owe: • Sonsue0 -or dopes, •_ • rxr •ee • - coat pe .43C 4,E: 4 Append r ;er? ".W /:f'1Qri x . 4 5 4 n 'AKcE Pa ^. s - P'.7arc: sov'c c.:vs 6 - _. _ersere. c ar 9y one oar see tem ^ O 5...'_09•G ":.'E4 h_5" '.st tne n a_ ode Part 3 axe :-- See Cr. ercw •"c_ wee , ‘544;.4 Fbera:aft a rre-a _ pa:t5 coo ^++era . roc ana ext.aea coye:yrere A :,a s See :•e ^ ° CA.. ?. :3\6 " Itst t :•e a P Ce ro see 're ° CA_ B.. _.:; wG " r5' ':et or the o..os C F c :s See tee ° C4 B. L tics "'A ERi4_5' toot o- the a as arG5t.O E ; ne,.atr'rd :Cider - A 5ta•1;4 seaart "Ca- Par- 2 _,.Goan See v. s'or enera,. reps, "Sere_ $'3QO A rE cart ; sand r•. • o •ocfrhd t e5 A See tree "`° e. .:2'G ... A - E12 4_5' ;wet , the 0 2. M et'ttare - .afro- -. 3-py rot "opal. Par 3 Exec. or ' 'ste per - an.ractrer 5 'ectrr -✓loaner a -e note- _' 0' :hr.' Part - P't'duct S'o! -d ~ . 5ee :rue ' `C C4- &:' - ."•G "' " =E 'st , to draw nos 2 T• - See tee ` DiCAL 5u;�D MG F A_ 5' � et ce the nrau..os 3 Sc'' a See tre ' CA 56∎22, N6 "'AMR A_S' 'wet , :he peas nos 4 C:ner A See :re once` 3uiiDirYi MA'EeA_ 'st or tee era -Pas Par: 3 - Exec..: ' `' to :: nee ean.factJe 5 ' and Gap:' or the .ter PB - 2 - s.oduct Gauge a4'V fltzea orer•r.sreo Part 3 - Exec t;, ineta;i pc Chact - '4 aro ;5 Cf the rBC 0.'700 F20OPt'li SPECIA..' ES P ar; - aoduce Vela A E ode /x: an.fa-:.: ec Oc,. CC,O rate .6 7' ^4 - a!s rir;r Seiet:ion sr}en..e e rewrap- Vert mar 'actvred 5x3 ' Coordinate i+te and :C'd s tinier Se;eC or scheme Gutters A Contie.ou5 ai',rn orecoa:en style K open'.. G .7r MatO''asc Doorscruts A. 2,3 rectardu;ar muerte preccateo CC 'rotor fasce r ° tc drain' scoter c_&cE Par . P`OduCts 5 a to conform ,, tr AEC Sector 2405 : ma...fact.re A Coerdrate _ th meter as s ',rah SeieC:' or ached e 0'900 SEAi -AN �5 wvp r w1) KI4G Part : - . Caut -1 A. styrene o,.taoere cauatira i Seri. Cotes Mato' s dtno Ev: v:510N 7 Divvy DOORS -YD W"ND016 9800..,00 poo!z5 _ sus _eve'' Me Le✓e .nos _eve °art 2 Products ' Pane wood door. A Coorcenste _ r austere s ftrier selector scree e 1. Fluor wood Done. A Coordinate . th rater'a''e finish selector screeotpe 3 St, ono aiifet0 op, 4 ;wea C.^nateia!e r'rieh select', SCJeauie 4 Pat o door. A ( _'.r -.ter ars Prue select oohed,.. 5 Other .. CcadIJte with and to ale ftr4 seleCtia sdeouie 08300 StG 4( 'v y DOO Pa °r oar a 5 arG o aas door •+ Ccoranate with mats a -6 'r Sr 6etxtiCr schedule . 'ad'8ae 000 . mate +: A.' see A v is or 4450 A Scouo rate w to eater a' s•S :ecticr ededuie 086cZ :1GCi';VN`� JIN; C+lt5 ° oc7uG :e Nnte Fnress - ver. seeded rod" shat rove at ;east one cperab'e window wtr a Pet cod' opening " s' -e ce 'nd ne fir! 5na re 2 r,r.rur. wider c f 20' mintier u'tr a 'wished s ; neidr't rot mo e tr., 44 rc, :re ' Der tBC sec: or' 310 e Sa a •aze per :4gttter :4 See r sere 'r' err ?SS arv1 opera: on r..00rdina'.e w tr *ater''eie fln4se eft ect', sched, e ° 5t. e : crd'na :e ..tr rate+ ale 'r impactor sCJ'F!0, 1 I neffritrAft ear! : - lieu ,aLJ :worsts for nets a a'-'e sea:'.Cr:creme sestets 5r••Ocrede A sondes a •r stateir a s 141 .0 s'z,erie 'Wove at A rer,M, _ t' rYR a s ' +Y seer: !•r rrtba..e MCC ° :e.4YKt Saw :row,* •r ^e Cer nee - . s :f sro - re ceerG. per .8C 'are Serer, gaze oe' uric Cromer : ""- -Oro ter Pe *verso .4 'Ga:: 4t Q2as D ,/Sias e F'4tr7. •f 5 PS .%.,..@DAK P : - ores[: ad.. See ere -^ C& 5e. -D•iG ar :'-r ar3. reG6 - Peen .000 -ate _ J Corectr Curb' - a seer: Ones 2 : e no See tre '•` :L St or :se assn' A =r - :ea o 1a•e - r eater as ' ter feet.;, sobO,e Code '.a..° areas .. ' • x feud - ..ea See v. v s10r reC2 - sc asses, o .aterrJGOf as -ec d at uet o ^edrC - icatOnS + .r /asacar7 , over.; at 3 : C rocs: ?[ .. 5 Merl oener rear. prof' e Coo-elutes. tr -ate a. 'ear sex: r sotec_ °a^. 3 - Exec: t 0 Amt as 'ee04re0 r .EV; ors ter :5 aro T ace 25G aro i5'- �1a ' 7 11(70. r race Gee :apes Cu • °a-t: r Seam c arc ra't'e : es o,ora:e _'l eater a s for,- 'e:o'cat'ar screaA.e Par. : - Exec.: or ' Refer to •an:act:.re- 5 ' cC- r.seaat Q'E5E 4 0.aCt6 pe .. room rate _'r rate a s rr;y. '.,nude tc esi..• 4''565t; °are. : - F.ca.cts t ' 'Zoo 4.•r - ater :e:s f'r'y se ct :Jn adeo.e °art - 'aGd7Gts Cave: aro °aro C �py oororate �.'th :.ate' a _ +Y sexy, screQ..e Y wry PAN7.1•, ° - GL Jarcts • °a re., over - Jecare0 SJtdGe ps -'c - s 'Y_rrePlat Ore 2G00.-ate : r rate' a i5 'r y seect O scee0.,.e. =art _ '•00.6:6 • p. A Cooroirate ,, tr Corot- aot0 -/Oln' -a:!' a se ft-. ors END :v50h9 D :De SPEC . - E5 r - XIr,If_r tune,;. et Pa, 2 - 1 .'rcovcts i a' a -e cctr sc d , 4• a.- s.:,' • : /yet. as Gera ( 3 , a , 2 :' c.v.:c'+ea -eta sore as de:a.'eo 3 Roo' 'err: See ✓ v's , 0 4 Over /arts as roteo per rare °a^.: Products Locat c'- oee:;Access, A Coa °rate r mater a s s =niyh serer: ? sexe,1t. e Pdr, _xeG:iP See o v 5:, 0104: P. 'o r -sc asserr . e°„xeerer:e 'o- r Per aces 2. See e'v•sion n seers. equ''ers.s G'Qt :: t !F' 1 ✓E 5 Ca . ..odors Bui'o•nc rumen. A. Coco rate witn'steers is 'iris, seiect'a sU.eClAle. P an 3 - Exec.,: a' r,ta r l0Cat Or Der _J sd C :Ina 060E - y i;-E' Stv� ;,A "• A: GESSOF c ° a- ; • ° •Da,.Cts n oire: ono oar acsess^' :roars :e .t'Jt rater al ri' l seec: tor' sc'eduie '0904 ,.AR .cr...E ':tc: ° a- : f � cdK :S Staade C A Co,dinate m tr hate- ais r,Iy seer: or scne0.ie 2 Clothed C oeets A Coda w 7 sate a s finish se,ct., scneCl1e 3. Pantrtt. END 0 v15lar iE Div 6 re ERu ="'PEN' :0 'A,N +AYC.E Ems'C- V Par.: - Product • vaaxr C .dreg oyster A Coordinate ,,tr 1at7AS '':nlei" Seer:, scred.,e. 1450 - 5,pY+'? 4 , Fat, c� art 2 - °rotor, ' Garage o,0 OCeer 5 A Coaa*ate . :- - ate-.a's 'terse see,. or sche0, e 2. Ir,inq board carnet ra draws' A C0000wate r r Tater•ais'tnly seiec :•On 50 .0 es 3. Free- standu.o app' &noes A Coordinate w r , hater d 5 ' sec: 0 some,. e END DIVISiOh ' R11E4 5.0465 1250rF al t✓Q 'RE Part . - .ro0uCt WtndoU teatas:et A. Coordinate w'tr eats'a;s finish '.Marti, .credo'.. END D VISION 0'9 10, i3 SPECIAL CONS'*Z.0 "roes ;AOC .5 Par.: - .roducte Bidder design 3 4h0':Ti Pan 2 - Prooucta B 4. Coadirate with mate :die r'niah select, sdedu!e. Etr4 DIVISION Divis or i4 CONVE`I•K, 5 '4100 Dtr(340A''=R Part 2 - Product Dt.etxua4.0" A "tart,fect,reranedel nreber GO,atra to 67 mater ate Wrier selectia sore 4te END DIVISION 14 90 ace tor. ,`serer: r seKr2r :A stater •t4 t L 42Car ass er -. suer '.•, 0 ✓ rar :'•sera 4eo- •.Pert. t 20'-5 - ,'1 ?i- - ,art rYi arc -. • . r . o Poi a a: . r ;'ter '.'l�sr ='sac o 4 J' - ' v ..taste I SG :456 G 415 I :Or "OP O ' 7 :net 6 JO 11i 'r - ✓ toe Est 'rr a :r :.04eres4 C- reGt'rr.e • r:6 C's C 4t free +recur a Ire Tar +cs c '^✓ae M5r -01-. at Dere. r • - 2 as Pe yC.oe her . .^.Gat or or 5.:_t ..: emcee e.D ✓•'de Y EV'C ✓tlil0 6a••rO .a ri :off ✓w re .lea AD tre 0 0 4CC . 'e "rec ±te after .P a ode -ever •' Parr. sea a erateed o:, de c r -' stn - tre aro s/e access t o i swats _/e _ Be.00 lase t 3 C-'e K u s*a'C ! JR hero. Crane _,tae _ -'soft seas °esorG sas.n? : - 0 sate +Este 2 .•4 4 r • a^GSee C.cororate . 'I X/1ss rater a sex: y ° -•doe D C 'Post 7r : {.+e Ar•:sd r is a+ sn -o vd re ' :erase 0 °tole -,C ' xtaee1 Soo-orate r'r ,^.tours • %:S a se er r- ^r' 3. r• flat or coder ace .7• P oe • correct , r ra r - r :'wage Ds ear sr= ruff /a ✓e . r '.Carat. . - /_ 4 A.A0eAt c Sox ••: e.:.,.s :s _^• OOer oes d' °art 3 - =seed. or -re rata - to dee •r tree s.n:er :c addrocr ate : i sdi tore •eaurerer•.a and r.r,t or r a ' coro a :r. _ ird,A: 5tdr0a'ds Re'? to 0.73 •eaurerer is ° Y: 2 - oOa.c: =0C.ed t ^Jra,:e ' S C00 . -tr eater a S F, y ye z: , sole, e 5 o..ct wore arc -6_a, o- Cu-o rate . ► .4ter:d• :-r v- se -ect- - scr _ T. 4 - • ere 20C- rare . _ - -d:er a' • '.i SC.z: - srmz. s CoorO'rate- tr rate ' Se.Ct Ex +:ss _ e s..oc Soordbrato _'r- a:s-aa Pry se es: a'scnect.e =art see 0 /ie�a - yesc - '... -.era 3 /T'S Coo - , rate_ - - . c to fr sr se z: cr achee_ 4 Error" Act, - s•-• rate ate oe o., o -G ars eo. r 4'tr Daces. a:: x± -s per l" sec: ar 504 Part - :he r. -d. • :c Cies or :re ore:!^ 4t 0'o ate J so ! :Ora 'CO..'S -•'J:� arG eacre" tune toter. _ . '- ..6t -. sta -414 a Ee'c to pence "era r9^ers END D✓'5„ S. - /se, :wC'E Part - . S P: - _e 5.e:erd :c oe odder des O'veo •-Per to ✓• V'6.Or Sens- EeG .'9'0' of •r n'r✓ oe a et • ca 0,10.6...c ay es e .s d 7 - t f c•eDw ' gr x ° c a- .r r?(- ✓Se :r_•o - -_3 - J over 110e', J'9 and Scxd A ✓o : is 64 : :�'T • • .a mt _acs: ?• S _a ioitaae seta.- , :Fe Pane.' orBre -- '1.: apex: A Capac . 5'ooe- Les c- i3 C,ra..:r: ° ode• Des , 3 so,roro A P•d'✓ de : r Stheo.. e 3E °F_ :term, at concrete S•e- . a for tee: Ca se / se are S.G' O•aTe :r ' SE' one O ✓arz o'o a 0 'C- a -a cr0,0 4 S*vxe :e 's :so:o 4 P wipe aro 's : c, ._5 . sect c' 5 Gee 3 arm .. C %de a ©r cC .._C ',vote 3-.7r a-ct as rep:. -so "ire eersra Part - rota - tc' des d tree s..stS- :c Bnpr'. 0' a:C .: edict 0ed ,..OL rese r. 3 " d' a tames CC6 start _'.J- :re "Owty standards Re', to Qeeera - °A,. 'SSn'er' :5 3,0 rE.: SntuS - C- a d'- 11 Se,: :. oetec: re ',eters .,•tr eat9 T4 S : 3- • ' se■e41 an echeo.'e: . Ph tee sr5: er A. ..: ,o rare ...tr rats a.5 'Wier seieCt, sCheDu:e 3 'ntC� r, cat, 5,5,, Coordinate :, 'r ►stem 5 ninny eC ec: T 6UeOr,C 4 5 :sled luster A CoCOwate - :h mater. as ' :ni6' Se.ect•, Sd'ed. C 6 50c Pert 2 - P•odrete ' i'ixtJeC C00•0 -ate -7 mate - a s ' se CC: 7 sdhle o,. 2 Cor:•-. 4 5w toles Coordinate _ J rater 8 5 ''r sr 5C errs 3 D'm-''9.5 CC'o'dtnate >: tr' nate,t 5 eider se''ect, sch°0 - 4 gOxeS Coo'o'Mte _ i ..ater 3:1 :inleh Y_'eC: rr sore,, e 5 C•tc :ocrdkate s _ - eater a 5 frier e cr scree. C °a rt _x'eG:', ''Ye rs a re tr des cr ere 535ter '. - aggro, r. .. bd rep, rce'•s and f,retor 'n a earner c,s ste't _.l the 'rarsty standards Ee t to genera •.30. referts END D' V'51OIr. I , ENEra'3` REQ' RE - 'ENTS y4S 5 F 3 Csa6e3 •,otes E et:• c uatr reeve's sha l ! "a'/1 re 550432s separate Dower r. des Sharer Ncec0rlpreseipie Pi6." pan ',xte ur.ec spaces 2. hACEA ace' cr :ant 3 Percents. sett (less tear c' • tow 20 decree 4 inc.e•, and 'avatories sea:' ' *rt f ow to ess than a - to 25 gear $ 504 8 a. Ce "o muietn bbaf"ee tc ma o -t4 "- air space &trove inD4iatiCr 2. Bdrfiea to e 6' be 'v..•ation 3 Jaffe try e dd ': a ' aovbov cart e n?c?se 'rbut o aj,rh B. ;!a'' in6u;etior C %1 �)t TA G Face etap.n Celts APFR� • 1) ..ct , ' t raven .netts 5 Poly vapor retarder r 2 !�� 6 "'VA pa w'4 ar cu red p perm hat cr ' max DEC t- ? , Coeceeeto 'i naval or she'' be o A Bernd shower :uo e B#'- Dartit a studs /corner .o•• 'raU'.atior � .. kr A One dry C,c •ated vapor brier r tre warr - S o' store Wet, -•matron Att c deo claw' space acCese panes to be 'nsu :atec1 Bnd weever • stripped k0esseo id et na e to r Wit' sector 5C2 4 i nsu;4t'0' b ' aro sou'veer: tee -squired w4:' R - ✓3 ue5 as sfrvr table rr 6: vapo- - , eto'ders sea': ce ✓ pr '50' b ; S • 6 e back ncyetry amend Co ✓e' she par erred :' at Curs:. aro .mere: thcucjirnu: the craw' space to raurddt' war' n ' tar tenor doe's 'except ; e -inne doors' s' t des weaver stn oceo oer 55c; 44 3 Serv•De rot and coo aa•.er b rtg ' J'CC"C t on►c. sperm, via Ple re.6.0 •r 5503" 4 '4e8: no ducts n Jtc++Mit'oneo spaces shit be re,..ateed to a -, c' F -B 55E3'C: :µ SkC, - Ov 5TA7E AS OuA.. " ACT A. Genera Nc/te6 J standard a ieakade s co•r'ete J-e- rota' :ed r tee'c o.,:nd oceti,b 9etleer sore orate /m.0 : :hrinn, rhiebro'ac: red see beretret one 3 2r o' stea'aud a io '+fated • outer r`oors 3 °artt'oes stud pent': a• ens 4 I R9 CCTV 7E c TI "'tor ^, . DEC 2 R200 -these t CENTER Al r - j j ( - uoil - - - • s DI I iiik ) 1 ( FP_I L_ ~ ! - - - _ _ - PLAN # 2367 T.1I9 DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT Kappler Architects, P.S. 13400 Northup Vvay, Suite 33 Bellevue, Washington 98005 tzi � (425) 641 -5320 * Fax (425) 641 -5318 -. . .-, _ ____,., - -- II 11 5' -2' 2 2' -10 2 2'-0 5 5-2' 5 5' -2 4 - - ---- - - - - -- - - � �y - - 7 7 - -- - !I I ill I a t t 5 4'_. _ ----_—_------.___ I ".7/I II .L- E ^.1/£ Z-,L" i I IF -- - - - r o 5 5 y y ' / II // ,.. . . f f f f „ „ X i 11 I 2' -1' -8' ! 1 ' -Il' X I I I 2 5' -2' ' , '13' - ! . -. i 'I t t l 1 . i 1 - - I ,► /E L-,£ 1 Elle ' -- e 4 4 — -u . .— - W_ CV 'l •I{ci. =�� - - - F FP -i 7 - - ---- - - - 'I 1 N 0 5' 4 CQav . . :..: :'-0' 5 5' -4 l 1 1 I 1 a C I D Garage I I - -9 ' ; D I ' ( FP -3 1 I I � 1 • T - - -1 , , (FP -10) I I Porch l 1 i ` I 17 I I I CONC. • • 1 ; ! Di I I 1 t,�'�"'"' 1-- i i �--� i 1 - -- 1 FP -24) - = P PER 1/A2 = ( ( r , 1 TRLE Kra NO ' 990 406 \ , SHEET 401904114SYM ' t r' 2fX1MV`4 t:14 !11{t11'1MY ( • 0$10191M 6 uoil PLAN # 2367 T.1I9 DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT Kappler Architects, P.S. 13400 Northup Vvay, Suite 33 Bellevue, Washington 98005 tzi � (425) 641 -5320 * Fax (425) 641 -5318 L 3 Z 5 NOTE: ALL P4001 2 IN C0I4TACT ry CONCRETE O BE PRESSURE TREATED OR +VIAL. 111 -131 l- 1131 ---- 1311- --1I1— i II- 1il =1f1 =111 -11f =� III -I 11=1II_I I I =1 I I -1 I I -1 i t =1 11=1 I I- I I ICI I I= I I I.I I i -1 I 111 111_111- 111__-. lit =111 =lI1 ',1I I 1- 111 =i i ICI: 111 =111 =1 l i= ce° (_III =III FURING WALL 3/4' =T -O' vARE5 EXTERIOR WALL • a 2x4 FURIN6 HALL FLOOR FRAMING 1 PLAN l REINFORCEMENT ME -BAR) PER PLAN POST PER PLAN 4 _ I I ► i I l Ii l Ii l I� i I l I� X 111,;,1 I l--ii__._, . EXTERIOR MALL � - -- FLOOR FRAM IN6 j PER PLAN 1 STUB STEEL 2' INTO SLAB • 32 - BEAM PER PLAN POST PER PLAN RE NFORGEMENIT (RE-BAR) PER PLAN COMPACT FILL FROM FT6. TO TOP OF PORCk FDN. WALL FOUNDATION /MAIN FLOOR FRAMING PLAJ,T i 6 2'- >OP AT1ON FP -2 OR AS REQUIRED 1ST GRADE CRAWL SPACE VENTS (MAU- SPACE AREA 12104 SF 2. CRA4rL SPA;,E AREA / 60 • 41 •3 SF OP YE[T AIWA IEQJIREL` 3. TYPICAL VENT X5,22 . t4•45'. . 1 E'f►CJ@CY ' • Sb OF PER ADC NET FREE AREA 4. veNT AREA / ,ye . 13134 ANTS RECLINED 5. E v3iTS 0401114 (BEE PLAN FOR LOCATIO t) b • `SITS x SB • JAL SP Of VENT AREA PROvDE,> 1_ vierr'6 Si•r,A:_L BE COvE!!ED turn+ CORROSION (RESISTANT WIRE "ESH W[T• OP ENNGS OF 114' I♦ .X S vB4T5 LOCATED N Rf1 JOIST MUST BE PEIRTIANENiTLY BAFFLED LING 50214 I • FP - ) LF ALL FLOOR JOIST ARE: 2x10 AT 16'oc SEE DIv. 06100 OR F -8 ALL FLOOR ..O!ST ARE 11-1,8' TJI PRO 150'6 AT VERIFY WI SHOP DUJC6S. SEE DIv. 0600 START FRAMING WERE ' °` FOUNDATION KEYNOTES ' I GENERAL FRAMING NOTES FP -1) (FP -2 ( F -3 (FP -4 ( FP -5 ( FP -61 (FP -1) ( FP -8 ) (FP-5 (FP -10 ('F'' -11 ( FP -12 (FP -13) FP-14 (FP-16 (FP -11) (FP -18 (FP-19) (FP -20) ( FP -21 (FP-22) (- FP - ( 241 1 SEE Covet SHEET FOR A.L. ••E/RAL MOTE* AID IREGUSIREMIENTS 2 'SEE TYPICAL "IATERIAL6 LIST ON SECTION OWE' 3. BETE' COvERb$T FOUR ALL NOTES AND REQUIREMENTS CONCERNING r ECMAW ICrAL, PLO 1FY,s. AIC ELECTRICAL 4. TRUSS DESIGN BT MAN,. T1Q i68 IRAN SNOW 16 FOR CETERA.. LAYOUT C7I4:Y SEE DIY. .100 SHEET A -I - TRUSS LOADING SEE DIv 01000r A SHEET A- - TRU55 'SPAN PER FLOOR P 4W6 - no u55 T` PE PER ROOF t^RAI-ING PLAN 5 ROOF FRAMING SPACING 24' co LINO •. ROOF PrTC4 EXTERIOR PER ELEVATION INTERIOR PER SECTION 1 RAFTER TAIL 2x4 vERIFY, 8. ROOF TAIL AND RAKE ONERHLANG PER ROOF PLAN. 4 A:>. HEADERS ARE 4xIO OF 4 UND PROVIDE . ; TRR,TT STUD UP TO 4-® • SPAN AND ,2) T'•T'ER ST; ce OvER 4 -0' UN.O. '.SEE DIV. 06:00 SwEE .4 - CONCRETE STEM WALL 8' W WIT-+ MIN 5'x13' FOOTING. SEE DETAILS FOR ADDITIONAL INFOIWATION. SEE D; v 3 SHEET A- I CONCRETE STEM WALL 6' WIDE w!T}+ r'11N. !2'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION SEE Div. 3 51-IEET A -I CONCRETE SLAB ON GRADE SWALL BE 4' THICK STEEL TROWELED FM19►t W/ 6x6 WI.4xUA.4 iLUF CN 4' GRANULAR FILL SLOPE 2' TO DOOR PROVIDE T►4ICKENF-D EDGE AT DOOR SEE Div 3 SHEET 4 6x6 POST ON CB66. t' ABOVE SLAB ON 36'x36'x8' MAT FOOTING ON SOLID SUBSTRATE WV( 4) .4 BAR EACH WAY. SEE Div 3 SHEET A - CRAtL SPACE AENT. SEE CALCULATION E3ELOU4. SEE DIV ! SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 • i6' ot. UN.O. 14' MIN STUD LEI T)-4 PER UBC SEE DIv 6 SHEET A -1 4x10 BEAM LINE. MIN. i' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE Div 6 SHEET A -I 4x4 POST (SCAB POST AND BEAM WITH 2)(4 ON SO' FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST • BEAM SPLICE I POSITIVE CON- NECTION FROM POST TO FOOTING. PER DETAIL I6/D1. SEE Dr,/ 6 SHEET A -i 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV 1 SHEET A -I ELECTRICAL SERVICE: PROVIDE (I) 2 1/2' SCHEDULE Se PVC CONDUIT FOR ELECTRICAL SERVICE AND • I) 5/8'x8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE Div. t6 AND VERIFY WI SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS I -(VAC, ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 01002.2 SHEET A -12.2 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'X24'x1' MAT FOOTING ON SOLID SUBSTRATE W/ :2) •4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/DI 30530'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) .4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/DI. 36•X36'X12' MAT FOOTING ON SOLID SUBSTRATE W/(2.• DAR EACI4WAY STUB STEEL 12' INTO SLAM • l2'oc FLOOR JOIST SEE Div. 6 SHEET A -I 4x8 BEAM LINE, SOLID BLOCKING ISETUIEEN JOIST OVER SUPPORT SEE DIVISION Ia6100 54-EET A -1 PROVIDE SOLID BLOCKING TI -RU .;015T SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. b 54-IEET A - MIN I CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN I8' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING tfr HANGER r- POINT LOAD TRANSFERED BY KICKER HOLD DOWN WITH SIZE DESIGNATION Of VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx FIORIZONTAL STRAP WITH SIZE DESIGNATION 0 INDICATES BEA CALCULATION WITH INDEXED NUMBER EXTENT OF SHEAR WALL TYPE OF SWEAR tUAL1. 7='7 -"L WALL ABOVE SEEEMEIL WALL BELOW NOTE UNLESS OTHERWISE NOTED, ENGINEERING AND - A_CUI.ATIONS ARE NOT PROVIDE D 11 0F399 ' ✓EJ kV/ILA 1 00 1 N TER • ar I RI GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL % OF GLAZING 2367 SF 28521 SF 12 S Sr .6 CJ►LQLATED USING THE REQUIREITENTS SET FORTµ t TWE WASW INGTION STATE ENEPOY CODE REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT '"ETNODOLOGY OF LEc COP'11oL !ANCE 20'-0' 40'-0' SYMBOLS AND LEGEND ® FAN DIRECT sApr TO cute= - ELATNROCTITV— AUNDRY SO CORM MI* •KJTCW4D4 WC CFM tylMd -11840LE NOUSE FAN I00 041 P' t VT06 911401.E wOUOE EXIST FAN CONNECTED A 24 .IOLR TIMER - 1100 CAI MIN- VTO THERMOSTAT • 60' ,dpOyE FLOOR El v SMOKE DETECTOR PER UDC *IMTi+ BATTERY 15400p INTERCONNECTED 24 WIOUR TIMER TO 0 10LE 44CI,iSE FAN /11504ANICAL PLA811560, AND ELECTRLCAL SYSTEM FOR UNITS FAR DIv E* SEE &ELM AI 1 PURN A PR /IDE i' DLM'ET IR FREEN AR %TAKE Eli / OUTSIDE TO IRETttIly AMR rupa i A' F ly W'TM MOTOMCZlD FLOW DAr'TPlRS B PROYVDE TWER AL EXPANSION TAN( AT ■INTER NEATER C STRAP WATER NEATER TO FRAMING G TOP APP BOTTOM D PRD ."DE PRESSURE RELIEF L9 '_JeED ' ; OLITeIDE Patio CONC. 1 20' -0' Q' -4' MAIN FLOOR PLAN r GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES t p-1 ) ( P -2 P 3 ) t P -4 C P -5 E P ) t P -1 P -8 3 i P -9 P -10 ( p -1I ( P -1` j ) P -14 ) ( P -I5) ( P -1l ( P -I8 ( P -19 P -20 P - 2I 3 ( P - 22 ( P -24 t S$ co, ER SWEET FOR ALL GENERAL NGnb Alp itecumE*ENTS 2. ENERGY AND Alt GIUAILITT P OPMATION SEE DIV n SWEET A -1 I. SEE EIALDING ELEVATION. FOR WINDOW OPERATION GEE Dtv. d SWEET A -s 4: SEE TYPICAL MATER4ALS LIST ON SECTION SWEET 5 SEE GOvER SWEET FOR ALL NOTES AK" RECILII RE" ENTS CO1 t*G MECHANICAL PLvMBMG. AND ELECTIIGAL.. OCCUPANCY SEPARATtQNI APPLY i t LA` S'8• TYPE 'x' GIL.B. TO ALL WALLS AND CEILNKs$ OF GARACTE SiDE FROP1 FOIADATION TO SWEATW INN. JIRAP POST AND BEAI"t5 APPLY '2i LAYERS -0 TRUSSES AND Ti FLOOR OR JOIST GEE D'v_ 010023 SWEET A -I I 3/8' KIN SOLID CORE DOOR :01TN SELF CLOSER TO BE TIC F!TTMG SEE Div. 010023 SWEET A -' STAIR ASSEMBLY NOTES PER .ABC SECTION 1003 A s.EADROO 1 M W 6' -C', WIDTLi MIN_ 3-0' 15. TREADS 10' MIN. DEPTH, RISERS 8' MAX WT. C. HANDRAIL MIDI. 34' TO MAX 38' ABOVE TREAD NOSING +-,ANDRAIL • 112' MINI TO 2' MAx. CROSS SECTION! DIMENSION AND I I/2' MN. CLEAR PROm WALL, RE RAIL ENDS. O. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJAC&IT WALL: 5! E. COvER USABLE SPACE tNDER STAIR W. 5/5' TYPE 'x' GILLS. F. INTERMEDIATE BALUSTERS 61-..ALL BE SPACED W/ LESS TWAN 4' BETUEEN BALUSTERS. SEE Div. 010026 SWEET A - SAFETY GLAZING PER UBC, SECTION 2406 A LANDOILJS ttfTHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC CF DOORS C WINDOWS AT TUBS AND SHOU.6ft D GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIv. 08800 SWEET A - EGRESS WINDOW PER UBC, SECTION 310 SEE Div 08600 SHEET A -1 IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE 18' MN, ABOVE TOP OF SLAB. SEE Div. IS SWEET A - COVER WALLS ADJACENT TO TUBS AND 5440ILERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE Div. 05250 SWEET A -I (2 , LAYERS OF FLOOR SHEATHING OVER FRAT'MING 8' MAX RISER WITI -I 10' MIN. RUN IF MORE TWAN (3) RISERS HANDRAIL R£QJIRED PER UBC, SECTION 1006 SHEET A-I 18504' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 5WIEET A -1 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND UJEATI4ER STRIP SEE Div. 01002.1 SHEET A-I FLOOR MATERIAL BREAK LINE WALL LINE ABO vE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES A DIRECT VENT FIREPLACES INSTALL PER MFCs SPECIFICATIONS SHALL CONFORM TO UBC REQUIREMENTS. SEE DIv 010029 SWEET A - 1 B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS, SEE Div. 010029 SHEET A - C. HEARTH SHALL CONFORM TO UBC REGJIREMENT SEE Div 010025 AND 9 SHEET A -I D. 5/8' TYFE 'x' GOLB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF 5HEATNING SEE SITE PLAN FOR EXTENT OF WALKS AND DRI ✓EILAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NO5ING5. B VENT FOR MECHANICAL I' CLEARANCE ALL SIDES PER UBC SEE Div 15 SHEET A -I PLANT 54-4ELF UPPER AND LOITER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR Dr( i'F j a'aA Rr -.�fL 2x6 STUDS W/ R -19 INSULATION MN. DEC 2 3 ? SQUARE FOOTAGE MAIN FLOOR 1205 SF UPPER FLOOR 1162 SF TOTAL 2367 SF GARAGE 535 SF DECK / PATIO 220 SF SQUARE FOOTAGE 18 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE T B ELOW SPAC AND GARAGES ARAGES ARE NOT INCLUDED IN CALCULATIONS al - 39y 4 l w TITLE NO. 99024.06 SHEET 00 CO LID LO C\! LL C11' OFE DEC 2 8 2 PERMIT CENTS A3 i 8 2 1/ w UPPER FLOOR /LOWER ROOF FRAMING PLAN t I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES F -I ) F -2 F -3 ) ( F -4 F -5 ) F -6 F -1 ) t F -8 ) F -e ) � F -10 ) t F -11 ) F -12 �F -13 F-14 ) L NEE COVER AMIE' FM ALL GENERAL NOTES AND RsET'S. 2 SEE rrPCA . ' ATERJALS LIST ON SECTION SST 3. SEE COvERSI EE* fOR ALL NOTES AID RECIAREMENTS CONCERNING I"ECMAN'GAL. P U!"1DFIG AND ELECTRjC.4L 4 TRUSS DES+GN DY MANE WILES PLANT 5.101L61 IS FOR GENERAL LAYOUT ONLY SEE Dlv 6100 SHEET A - - TIQJSa LOADING SEE DIv. INGDOC1A SHEET A-I - TI SPAN PER FLOOR FLANS - 1 1111.454 PER ROOF FRAI IMG PLAN 5. ROOF PRAmiNiG SPACING. 24' oc- UX.O. b. ROOF PITCH- ExTER OR PER E:.EvAT1ON 44TESSOR PER SECTION. 'T RAFTER TAIL 2,4. VERIFY 8 ROOF TAIL AND RAKE OVERMANfs PER ROOF PLAN 9, ALL HEADERS ARE 4x.0 DF 4 UAEO. FRONDE I TRSN?tR STUD tP TO 4' -D' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE Div. 06100 SHEET A -I BACK FRAMING AND SQPIT AREA AS REQUIRED TO ALLOW FOR I.IVAC DUCTING. SEE D!viS SHEET A - RAKED PONY WALL QN TOP OF ;.QUEER ROOF FRA.*1W MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST UWr1.i FACE OF :WALL ALIGN NSIDE FACE OF BEAFI IUITri OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN .w BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE- CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT ATTIC SPACE VENT SEE CALCULATION SEE Div. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE Div 06100 SHEET A SEE ELEVATIONS AND SECTIONS FOR PLATE 1-EIGHT PRESSURE BLOCKING SEE DIv. 06100 SHEET A - FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP CF JOIST AND BEAM EXTENDS DOUR+ BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR +-I VAC OVER BEAM AND BEAM BUMPS DOUN BELOW JOISTS 2X6 OvERFRAMING • 24' 00 F_1 J 2X6 CEILING JOISTS • 24' OC CITY OF TUKWILA APPROVED DEC 2 3 211012 fa t;JI SYMBOLS & LEGEND • POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING IS POINT LOAD TRANSPERING DOWN POINT LOAD TRANSFERNG DOUN W/ LOADING HANGER GP :N LOAD TRANSFER£D BY KICKER � #/Y d 1, Q fi v ��a HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION 11 INDICATES BEAM CALCULATION WITH � INDEXED NUMBER _.. .. — EXTENT CP SHEAR WALL TYPE OF SHEAR WALL 1 - . -•T WALL ABOvE allaallit WALL BELOW NOTE. UNLESS OTHERWISE NOTED. ENGINEERING AND C ATIONS ARE NOT PRIQ� pED IN THESE Gv.i -,il $. . 4 4 PLAN # 2367 t HIS DRAWING IS C COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT Kappler Architects, P.S. 13400 Nortnup Vvdy, uitu o Bellevue, Washington 98005 h (425) 641 -5320 * Fax (425) 641 - 5318 .i TITLE J, x(3 Na 9902406 SHEET A4 2 1/ w UPPER FLOOR /LOWER ROOF FRAMING PLAN t I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES F -I ) F -2 F -3 ) ( F -4 F -5 ) F -6 F -1 ) t F -8 ) F -e ) � F -10 ) t F -11 ) F -12 �F -13 F-14 ) L NEE COVER AMIE' FM ALL GENERAL NOTES AND RsET'S. 2 SEE rrPCA . ' ATERJALS LIST ON SECTION SST 3. SEE COvERSI EE* fOR ALL NOTES AID RECIAREMENTS CONCERNING I"ECMAN'GAL. P U!"1DFIG AND ELECTRjC.4L 4 TRUSS DES+GN DY MANE WILES PLANT 5.101L61 IS FOR GENERAL LAYOUT ONLY SEE Dlv 6100 SHEET A - - TIQJSa LOADING SEE DIv. INGDOC1A SHEET A-I - TI SPAN PER FLOOR FLANS - 1 1111.454 PER ROOF FRAI IMG PLAN 5. ROOF PRAmiNiG SPACING. 24' oc- UX.O. b. ROOF PITCH- ExTER OR PER E:.EvAT1ON 44TESSOR PER SECTION. 'T RAFTER TAIL 2,4. VERIFY 8 ROOF TAIL AND RAKE OVERMANfs PER ROOF PLAN 9, ALL HEADERS ARE 4x.0 DF 4 UAEO. FRONDE I TRSN?tR STUD tP TO 4' -D' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE Div. 06100 SHEET A -I BACK FRAMING AND SQPIT AREA AS REQUIRED TO ALLOW FOR I.IVAC DUCTING. SEE D!viS SHEET A - RAKED PONY WALL QN TOP OF ;.QUEER ROOF FRA.*1W MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST UWr1.i FACE OF :WALL ALIGN NSIDE FACE OF BEAFI IUITri OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN .w BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE- CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT ATTIC SPACE VENT SEE CALCULATION SEE Div. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE Div 06100 SHEET A SEE ELEVATIONS AND SECTIONS FOR PLATE 1-EIGHT PRESSURE BLOCKING SEE DIv. 06100 SHEET A - FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP CF JOIST AND BEAM EXTENDS DOUR+ BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR +-I VAC OVER BEAM AND BEAM BUMPS DOUN BELOW JOISTS 2X6 OvERFRAMING • 24' 00 F_1 J 2X6 CEILING JOISTS • 24' OC CITY OF TUKWILA APPROVED DEC 2 3 211012 fa t;JI SYMBOLS & LEGEND • POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING IS POINT LOAD TRANSPERING DOWN POINT LOAD TRANSFERNG DOUN W/ LOADING HANGER GP :N LOAD TRANSFER£D BY KICKER � #/Y d 1, Q fi v ��a HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION 11 INDICATES BEAM CALCULATION WITH � INDEXED NUMBER _.. .. — EXTENT CP SHEAR WALL TYPE OF SHEAR WALL 1 - . -•T WALL ABOvE allaallit WALL BELOW NOTE. UNLESS OTHERWISE NOTED. ENGINEERING AND C ATIONS ARE NOT PRIQ� pED IN THESE Gv.i -,il $. . 4 4 6' .4' µ . ms . 8' -5 U2' / 4; : 104E l 1 5 Loft / Bdrm #3 Bonus/ CARPET Opt Bonus/ Opt Bdrm #4 ( -5 10' -9' ` 3' -6' '• I' 3'- 6 6 5/16' ) -3 lrl' l'-4 1/2' ....... . - . .-- _.- „.. -...n H ` / O • 2. 916' Sc BP 1 la -' RC 12 6 \ . ,n Si I P -11 ) SD ` sp Bath ' � : 0 To VINYL QEB fi :.X } P -1 ,/ . Bdrm #2 24 ; \ 1 I � CARPET ART NITCH W/ «42' SHELF ( P -5 t �� _ 6'411/2' 6' -31/1' J 512BP EMI SD. . Hall RIB ,U10- E W.I.C. 41.1 CARPET Vey Mr \ 0 § j ' 7 7 ,►, ; Mstr. Bath Z✓ CARPET E 1 n I�1 th LP-5 r j N N 3e4 Fl°41 NN \ � \ 3' -8' � di I 1 LJ 1 .s I L- 5' -5' /- 4' -0' 3'-8 1/I6' 4' -2. 6'_1' // 2' -6' ID' -9' f /.__- _ / c 9. -I, —/ 1'-8' 13' -3' AK____— I L , ..'' • a. I L IllOOWI. L OW WALL LIFE BELOW ( P -4 ) WALL LINE BELOW ISOdF LI► LS#L5tu SYMBOLS AND LEGEND (i f,M+• owlecT riEto To °owe -stAn.nocreeLALsoor Se Crrq r1M .CiTCIEN 1fJID U+'' Mtn -WIOLE HOUSE FAN IOiO OII 1 PIK VTpt Ti4511106TAT • 5a• ABOVE ILQQR YI.WCR E s. JJE Exi•amST FAN C•ECTED A 2A 61:::U! TIMM - IOC CFM re4. 1RO lev SMOKE DETECTOR PER MC WITH &ATTER'T' BAOCUP INTERCOhNECTED T 24 HOUR TrER TO UJMOLE MOUSE FAN PiulMBO4Z. AND ELECTS AL (WSW FOR Ll I6- rem Dtv d.li SaE 5•1EET Ai KAN A PRVv!QE S' 0 At"E'*ER MESH Alle WAKE RROr” AIT'810E TO RETURN AN! PLEI42' AT RJRN.4CE Ijifl. "'IOTORTZED RO411 DAI^*E1l* ▪ PI oviDE TLEIii4S EXPA soN TAN( AT iI&*TER 1.41EATErt C- STRAP tUiATER `EATER TO i+RA1 L & TOP AND D0 -To t . D PROVIDE PE36.1E REEF LSE I°LJTeEC - 0 OuTS.'DE UPPER FLOOR PLAN I W t 4/ I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES t P -I ( P -2 P -3 ( P -4 ( P -5 ( P -6 j l P -i P -10 ( P -It ) ( P-12 ( P -I3 � P -I4 P -15 i �P -16 I P -il ) [P -18) ( P -i9 ( P - 20 ) (P -21) (P -22 ) ( P -23 ) (P -24 t I. *1 COv * Omar' FOR AL. Goa*' Nam* *4) IREGUNIIEP!lN TS , &ERG AND AA GIVAILITY .1 r M.E A•+ ▪ $ SEi 6JiLDOFV ailri B at / *T1C14 7 ORlRATION 6U D v S b'.v A • Su TYPICAL MAMMALS LET CN SECTION SNt1ET S SEE COVER SWEPT FOR ALL NOTEO AND REGUIRriE /TS CONCERN "'EC ;Wecat. PLLpe , G AND ELECTRICAL OCCL•AIVG-r SEPARATION - APPLY (1, LAYER 318' TYPE 'x' GsWD. TO Ate. LLtALLS AND. CEILINGS OF GARAGE SIDE FRO' Fct DA T ION TO !SNEATMNG tURAP POST AND BEAMS APPLY (2: LAYERE TO TR1eePS AND TJI FLOOR JOIST SEE Div. 010023 Si-EET A -I 13/0' MIN. SOLID CORE DOOR URTIW SELF CLOSER TO BE 71G14T SEE Di 0100 23 SWEET A-; STAIR ASSEM'DLY NOTES: PER UGC SECTION ¢103 A ,.EADROc,1 1 MIK 6 - -8'. W1DT -4 MIN 3 -0' D. TREADS 10' MIN. DEPTH, Ri5ER9 8' r.Ax HT C. HANDRAIL MIN 34' TO MAx 38' ABOvE TREAD WOSINKs_ HANDRAIL ; 1./2' MIN. TO 2' MAX. CROSS SECTION DIMENSION AND I I/2' MIN CLEAR FRO`' WALL. RET'JFT, RAIL ENDS D. INSTALL FIRE BLOCK JPG AT STRINGERS Top Aro BOrOM AND ADJACENT WALL /S E COVER i.'SABLE SPACE J+DER STAIR W! S18' TYPE F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETtLEEN BALU6TER8 SEE DIY. 01002A. SHEET A -I SAFETY GLAZING PER UBC. SECTION 2406 A WINDOWS WITHIN 18' OF FLOOR ItRNDO(IS w111-4N A 24' ARG OF DOORS C. WINDOWS AT TUBS AND 8I4I0UERS D. GLAZING IN DOORS E. WITHIN STAIRLLEL.-S F. UATWIN 5' OF TOP OR BOTTOM OF STAIRS SEE Dr/. 08800 SHEET A - I EGRESS WINDOW PER UBC SECTION 3104 SEE DIV. 0860E SWEET A -I IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE 18' MN. ABOVE TOP OF SLAB. SEE DIV. S 54-IEET A -I COVER WALLS ADJACENT To TUBS AND 51 IOUERSS WITH NON MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 09250 SWEET A - (2) LAYERS OF FLOOR 61- EATHING OVE1R FRAMING 8' MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS HANDRAIL REQUIRED PER LOC SECTION 1006 SHEET A -1 18'x24' CRALL SPACE ACCESS. INSULATE AND tLEATHER STRIP. SEE DIV. 01002.2 51 A - 22'x30' ATTIC SPACE ACCESS Wi 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE D'v 01002 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES, INSTALL PER MFG SPECIFICATIONS, 5+ -IAL COMFORT' TO USG REQUIREMENTS_ SEE DIv 01002 8 SHEET A -1 B. ZERO CLEARANCE FIREPLACES SHALL COrFORT TO MC R£QUIRET?ENTS. SEE Div. 010028 SHEET A -1 C. HEARTH SHALL CONFORM TO USG REQUIREMENT. SEE DIv 01002.8 AND 9 SHEET A -I D. 5i8' TYPE 'x' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS 'S' VENT FOR MECHANICAL. CLEARANCE ALL SIDES PER ul'3C SEE Div S SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MIN CAIN Of IINNWA DEC 2 3 22 r fi.4a" -•--1 1 " n ' : fir `"/. *. K i V O 0 CITY OF TUKWI 4 DEC 282 P ERMIT CE T SHEET A5 PLAN # 23 ROOF VENT CALCULATION RASED ON 9 2-1/T MOLES PER VENT BLOC( ROOF VENT CALL$ BASED ON UDC SECTION 15053 TOTAL ROOF AREA 196& 5F/300 .652 SF OF VENT AREA REQ 66 % AT EA✓E • 424 SF REQUIRED 36 % • 36' , MIN) ABOVE EAvE • 228 SF REQUIRED 4 ROOF JACK-9 AT 50 SQ IN. EACI.1•2QQ_ 5Q. IN.• 1 .ii____ SF 116 LF. OF EAVE VENTS AT 9.2 SQ INJLF• MS SQ_ N.•428 SF 2_ GABLE END VENTS AT 24_ x 32 • 24 SQ. IN..30 SF — GABLE END vENTS AT x • SQ. IN, SF y 2 GABLE END VENTS AT 24 DIA. • 5$ SQ. IN.•,81 SF TOTAL VENTS PROVIDED ROOF JACKS • la__ SF EAvE VENTS • 4_— SF GABLE END VENTS • 11 __ SF TOTAL SF OF VENTS PROVIDED • $75 SF • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARN'' SIDE OF THE ATTIC INSULATION. USG 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH 2 z • / ( ROOF LINE BELOW WALL LINE BELOW WALL LINE BELOW ROOF LINE BELOW 14 4•!2 OPT t L . RIDGE UPPER ROOF FRAMING PLAN J r '1 t .J 3 1:©1 DE� tY� �,/ e . 1 GENERAL FRAMING NOTES 1 FRAMING PLAN KEYNOTES F -1 F -: 1 F -3 t F - F-5 F -6 F -1 F -8 t F -9 F -10 l F-11 1 F -12 � F -13 F -14 I, SEE :Ov£R •T FOR AWL GENERAL MOTES AND 2. SEE T`.rP*CAL MATERIALS LIST Oh SECT1014 SWEET 3. SEE CO.'E010'EET FOIL AL NOTES AND PLJP113, G AND ELECTR)CAL 4 TRUSS DESiGK S`' ruW,F. TR1J66 PLAN eiwc•A r !S FOR GENERAL LAYOUT ONLY SEE D' V 6100 eNEET A- I - TRU66 LOADING SEE D!V 01000 "A SWEET A -i - TRUSS SPAN PER BOOR PLANTS TRJ$6 TYPE PER HOOF FRAMING PLAN S. ROOF FRAI'1!NG SPAC *Cs 4' oz. IMO 6.ROOF P!TCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. Z. RAFTER TAIL 2x4 VERIFY e ROOF TAIL AND RAKE OvEM-.ANG PER ROOF PLAN. S. ALL I- EADERS ARE 4x10 OF •2 JNLO. PROVIDE ! TRMMER SW UP TO 4' -C• SPAN AND (2) TRIMMER STJDS OvER 4' -0• uk.O. SEE Div. 06100 SWEET A- F -15 2X6 CEILING JOISTS • 24' OC SYMBOLS & LEGEND 2X6 OvERFRAi'iING • 24' OC — • — • –1"1.41 EXTENT OF SHEAR WALL TYPE OF SHEAR WALL t WALL ADOvE MD= WALL BELOW NOTE:, UNLESS OTHERWISE NOTED. ENGMEERMQ AND CALCULATIONS ARE NOT Mt YIDED IN THESE DR.=':' ^ Ir.•S BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR N /AC DUCTING. SEE DIV15 SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING NETISERS WPPOR ING UPPER ROOF FRAMING MEMBERS ALIGN/ EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM LATH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF SEAM IS FLUSH LATH BOTTOM OF JOIST WITH NO TOP PLATE CUT ADJACENT FRAMING MEMBERS INTO SEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE Div. 03002 SHEET A -I FLOOR JOIST - SEE SCIEDULE DWX, SEE Div. 06100 SHEET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE �$KsNT PRESSURE BLOCKING SEE DIv 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ ECTTCM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAT - 1 5' BELOW TOP OF J015T TO ALLOW FOR '-IVAC OVER SEAM AND BEAM SUMPS DOWN BELOW JOISTS POINT LOAD FROM ASOvE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOWN WITH SIZE DESK NATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER 3`15/ 4 co n! TITLE JOB NO. 9902435 1 L c 2 2 5:12 11 t. t SIDING 9:12 ✓ 0 SIDE ELEVATION REAR ELEVATION 24' 014.. GABLE END vENT 5:1 — CRIPPLE WALL. ---'' �-- 24' DA. CARE BC VENT &4I, Va'.I'-0' TOP PLATE Urine ►-r a• T - – T !n cA TOP E PLATE °R' MAIN FLOOR 12 t0 -15 afl SIDE ELEVATIO } TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) BUILDING PAPER: (DIV. 7) SHEATHING: (DIV. 6) FRAYING: ((pDTF. PER PLAN INSULATION: (DI 7) R•30 BLOWN•IN GW$ (DfV• 9) 3/11' GWB RE-SAWN PLYWOOD EXTERIOR WALL CONSTRUCTION SIDING MATERIAL IV. 7) WOOD SIDING (DIV. 01003) BUILDING WRAP (DIV. 7) 1S0 BUILDING PAPER EQUAL FR AMING: ( IV.66) 6) X 6 OSB I S AT W OC FRAMING: Iv INSULATION: ( 7) R -19 BATT W/ INTEGRAL VAPOR BARRIER OWE: (DIV. 9) 1/2' OWB FLOOR CONSTRUCTION FLOORING: IV.9) PI SUBFLOOR: . 6) FRAMING: (DPI. INSULATIO SOFFIT: (DPI. TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: iiiiiiiiiitimilifiliii1MINOMMIWIIIIII IIIIIIIMMIIIIIIIRIONVINIMINII1111111111111111111111111 * +w�> emote i> a 11/11111III111 11 1� ,.>v.. 1_..�....liN..,'L,�11i11111 11111 IMMIMIINIMINI1MLIA 1111111M011 I DITIMBITIMIA., 1111111111 II ��f>ri�;, MlQ111111111i111i1t , . 1, ;1 , ; ; l 1 10 MISMINEIRMIIIIIIMMIP i r I i ■i /7/ 1//../1.1// + ///i f �/�I�I'M' 2X4 TRH 2xb TRIM 6 ;di BEYOND MAIN FLOOR SHINGLES (DTI. 010003) 300 BUILDING PAPER 1x4 SKIP SHEATHING SOLID AT EAVES RI 1/2' ELSEWHERE HEAD: 2x4 AMB: 2x4 SILL: 2x6 INSIDE: 2x2 OUTSIDE: 2x4,2x3 2x$ UNO • 111 ■•1111, D2 PINISR PER PLANS (DPI. 01003) 3/4' T!O (PLYWD, COMPLY, OR EQ.) PER PLANS R4I9 BATT 1/2' RE-SAWN PLYWOOD 3:12 12 "•if •11 • • • •■ 3r /— 6 DI FRONT ELEVATION Master Entry 0 C TRUSSES PER PLAN Stairway P1 co . Hall FLR JOTS PER PLAN FLR J5T5 PER PLAN BUILDING SECTION A•A 12 — 15 Bdrm #3 Family TOP PLATE WIN. I 1 R HC,T UPPER FLOOR , TOP PLATE cvp(a TIOILIA AFFR aEU DEC 2 3 2002 A;, 1iJILJ ? cry _,(0) co • 5 as U) c0 NI RE C ▪ C� O DEC 2 PER% TITLE JCS NO.. 9902405 A7 SHEET l� U ; 001 i &0 4 i TOP OF :, x: 4) y • r 5,-45 N TO 3 k. 2 3** • 433 Os 54Q 1 714 APA LATERAL RESTRAINT PANEL 3/8"=T-0' - UN. 11. MB ON PN.5e- GRACE 1 NCE .5..ASEmEN SL=E - T..15." BE IN PLACE FtiLL .5.40(F•...,_NC: OF -A__ N.5)L,4':04 BE BASEMEN 5.43 ANC "CP' OF SLAB ' Or „e„ n , .t t- 1.1 • •;1 TOP OF F 7 - 1 2 CL.E4k FOUNDATION DETAIL e 7, - • L t .•• FOUNDATION DETAIL /3/4•=t-0 2x k ;4.4 GARAGE SEE .u.s °LAN ROR .EA•.ING - C -CR SO • 2' O 7 • SA --..... -X ON, 5.4R -4_ 504M 5 NAL 51•EA So a 1' - C 5 5.4 NA_ 6o _5 • 3' Ct.' • ON, 54R - Am AN' 4 • 5".C 5 - E 'C eczoc 5E AVER 38-6017 •ie .4.4 _5 EAG- AN): - - PLATS NAA. 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CON6112,C''Ox 'ER 7..`v 6 51Er• 80.10c... -0C -OW • wrric•,•.E.IBER OR°P..E P_OOR NG °ER PLAN Ex OR CONE Oh °ER AN D v 6 5.-EE A - - 5CA. LE OF °ER -BC SE 320'15 SEE FOJND4' 5) .4 CRIPPLE WALL ® FOUNDATION ri Ex CR -ALL 7.0 FER PLAN '7, 6 5-E.E ' • TT NG PER °'_4N (Dv 6 54EE 4 • 50CD 5_0(_;('`NG CvE SUPPOR LE 5-€.4 ...QIN • C.01 MET BOA! lx3 CON" 50 vEN• J2 ESLJ LOOD • 5CFF MUD 5._. SEE FOUNDATION DETAILS \CANTILEVER FRM'G AT FOUNDATION 1 3/4"=T-0' rfF P-OOR =RAM NG °ER (DIV SkEET A-I; 435 RAMSET TO FOOTING ;CR .05TIA c.c.+LEc Ox PER JUR:SOICTIONAL REQL BLOOKNG OVER eF_Ar BEAM PER ...IN 5CA5 TCGETNER NAILER EA SIDE - - - AT BEAM 5PLICES ,.)SE 2:4 SCAB E404 SIDE • r I 11 , ce POST/FOOTING CONNECTION 16 • 6Iz 6 1 12 3/4%1-0' ,,_ FURRING DETAIL 0 *FOUNDATION DETAIL SLAB * STEM WALL - 3/471-0* - 4e.f E/ SCIA1V0.C"'Clk 4. °S1c 5-Ef.' sc*c. c..S.R • i4POR 5.1AR'ER ,,, . Z.;•C• Pt-4M SEE OA_ EX OR C-ONFR...7. PER .0 � 5-EE A-1 1 ' AR 5°A-7 • NG P J E IENEER 71E - 0 FRA EV. : SG_ 'D 4 - .1R - /91EF.q • FL.1.5.‘a .4UF E5 • 4 -F. E 5-EE' 4-' SEE PO-1 ON .DE - - N - 3 '/•2' O 5 NC BE .8E7 FOUNDATION DETAIL 0 • • b -;;\ GRAO'E coN - 5 - E VAPOR BARR ER DAMP PRcc' C: v 54' *E FOUND,- ON ,,E EXTER CR -4 CONS'R.)7 OIN PER ° LAN (DIV 6 " 5-TEE' - 4 'C t OR 4 ' :ALAI_ E3E7; (DIV 3 54-TE A -1 1-REA-EL-, 5,LL /Div 6 5-EE" .4-1) SEE FOuNott DETAILS ®FOUNDATION/FRAMING CONNECTION - 6)EXT :. DOOR THRESHOLD DETAIL HANGER OPTION EX DOOR AND :7 5 5-€E ;.- SOO -1 "r -O•v 5b." 4 • PCMCIF .. 6 5.4Er taN:. A15 • D • 54E 5-1.1111.E% '-- - - SON - SPFEAD F PER F_ v 3 • • 4.3* -- !2 4 ..3-1A fol.. 3 5.er I.- DOOR 45 e'D 5=EE ' NERd'ESTRA_ 4* CON:: s. CvER GRA.S.. EEC = 5-€E - - REA77, TRES-O_D 'RP^ "...7.) (C 6 5-E5 , .4 /t 5 NTC SLAB = •<,:..." PER °_,AN. (r.3 v 5€E -- RU ""REA7C MUD' SILL NiANC:ER '•=6 EXT. 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OWSDE PA� cF C.:LR ..CR ■. AT 'ON BLOCKNG BEAr °ER °_AN ----- RAVERS PER , - , LAN 2, • sizE FRC: =LA5. REC.....71-+E\DED BY •-1.n. - ) • ROO. AN: 1 =R-7" .. E - BERS • B • DE Lists R =RA'"Nes °ER PLAN SKYLIGHT FLARE WELL DETAIL WALL 57 BEYONC IDEIL J5' BLOCK AS NEEDED SEE °LAN SEE P-AN FOR ". k SE 1 Pa, :›TlEN5ONS 314• PL R EER ; A1304 - READ UJt EASED NOSING 3 - 2 UNO ENE 6 2 - 2x4 5 B4C.K NA1, WALL STRNGERS J.,/ (2) 4,ci TO WALL STUDS 543• TYPE 'X' G.,1.13 A8 2. SEE NOTES E3E,04.' 2, KICKER P. A`E. 1$ EAVE DETAIL 4 .1 3/4•=-1-0• ®GABLE END DETAIL EAVE DETAIL %))3/4"=T-0" 4 INSTALL E■RE BLOCKING • 5 NGERS 'OP BOTTOM 4 ADJACENT WALL 5) °ER .DC SEC 1 082 5. COVER LhABL E SPACE LACER 5 tufT■4 56' ,-, PE "x' awe, USE LA' ERS • CEI,Nrs ARF . pER uBc oci33‘3 N' WE BA■ .STERS . BE 8PACED ..RAR7 0°EhNG PER :RA SEC 50'33 L OVER,A. 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EDC PFC """ SLEA-,NC. CITY OF TrtY,W;LA AFFROYED S)SHEAR WALL EAVE 11:i] 'SEE ELEv ■ I" ) t 0 °ER r'LAN rAi Li) ' RCC. CCNSTR.C CN • ..13' 0 c L530 • ; c cl • • • BLOC.K.NG BLOCKING PER APO- DETAILS - - - A35 SL.P LER SHEAR..;._.. SCHEDL.LE 1 • TC EXTERIOR .,AL- CCNS SHEA'HING LER SCHEDULE rDD0/--.39V 8 ) SHEAR WALL BALLOON GABLE END 21 WALL EAVE 3/4 =1*-0 . .., ,. .., :. . S2 ri • i - $4-r SP 'SHEARWALL SCHEDULE 1 r 1 I 'N L IDLli 01114 2 �� 91,061 1,ri 401 O. oixxxxa 41wor it. cwt ld 401 01 WOL - 1•.-... .i lty •-1 "ES 34' • 48' id • t2' lid • 1' YY GIB CAE SIDE Csi-4 YES 5/86 • 4,' 1641 • It0' 16d • kV 5; Gar ONE SCE C4-1 yr G TIID SIDES 641 YES 513* • 48 16d • if ea • 6' Cs2 OR COOLER YES 5%8' • 48' I6d • i' fad • 5' 5/8' GYE WO SDE5 .OR 51' 0-6.4 YES 5 • 48' Ad • 5' fad • 5' °' ''ES 5/8• • 48' iiad • 5' fad • 5' • `'ES 5 • 32' fad • 4' fad •4' 1116' OSL- P; -3 ' ONE SIDE YES 54' • 24' Ad • 3' 4.1 • 3' a 'ES 54' • 24' r fad • :5' 164 • 5' PI -310 — USE 3, 5T. 3 PANEL EDGE YES 5/8' • 16' '2) RDW5 +6d•5 2 ROILS i6d•4' 01 USE 3x STLios USE 34.51100 STAGGERED Cek.. RP' 1A6' OSB. TWO 5+DE5 , 2 * X13 • : ROWS P2 -4 STAGGER SEER--AG YES 54' • W' ibd • 4' WO • 4' JOINTS UYZ) 81t;S • 9TAGGERED PANEL EDGES DOL RIM (21 ROWS 2' RNA P2 - 3 ''ES 5'Z •II. Ad •3' • STAGGERED DI5L RIM AEYERMALISER NO 5/8'•48' 16d•5' fad•5' CR EQUAL • FR KW? RFPQRi 2319 • FOUNDATION SHEAR WALLS SYMBOLS & LEGEND PO•wT LOAD FRO I AdOYE PONT LOAD PROM A iOvE 111 LOADING $ PONT LOAD TRA PORA G OGU _ MANGER L 41r7st STxx 0 POT LOW TRAMPERNG DcM4 ITV LOADING POMP LOAD TRANSPOSED Er KICKER WU) DOW RAIN 812E DE64 lATION vERTICAL STRAP IUTw SIZE DESIGNATION TO BE USED ON FLOOR BELOW u 44ORIZONTAL STRAP tl1T1: SIZE DEBIGNATIG4 INDICATES BEAM CALCULATION WTN NoEXED WIDER EXTENT OF SEAR WALL TYPE OF SHEAR WALL L ILIALL ADO'vE WALL BELOW NOTE. UNLESS C7THEIRLUISE NOTED ENGINEERING AND CALCJLA *IONS AIM NOT PROv1DE1: N THESE DRAWINGS MAIN FLOOR SHEAR WAT 16 i SHEAR NOTES it.ESS MOINE NOTED' DEBKE CRIES A 1 SEE WERAL Cl1LGLLATICNSS NC/TES DDE64614 0111196A A IGS l ALL SNEARIALL5 NOON Ck THE FLOOR PLAN ART: FAQ GULLS Ck THAT LEVEL ! TYPICALLY 61401W SHADED) 2. ANCHORAGE IS FOR SNEAR4A:LLSIPANEL5) ONLY. U►'ERE PORTIONS OF WALLS ARE NOT DESIGNATED A6 SHEAR PANELS. NAILS TiALY DE SPACED • 16' OCIMIN! PER TABLE 23 -I -0 3. WHERE PORT'ONS OF WALLS AFIE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW R OL1IRE*1EM5. 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. S. SEE MANLIFACTLJIER'S 1E<i9 ITS APD DETAILS FOR EACH TYF£ OF MOL.DOILK STRAF. AND COMECTOR FOR DOPER LNISTALLATICNL b. ALL PLTU+OOD OR GTPSti1 51EASIUALLS SMALL BE APPLIED MORlZONTALLT OR VERTlCALLT Ok STUDS. EDGES SMALL BE STAGGERED AT CENTER CF STUDS AND BLOCKED PER SCHEDULE 1 DO NOT OVERDRIVE NAILS LNNTO SEEATNNC* S. STAPLE& OR 5CRE115 ARE NOT AN ACCEPTABLE ALTBISLATTVE TO NAILS FOR DESIGNATED SWEAR WALL PANELS UNLESS PRE - APPROVED BY '1E CULLDNG OFFICIAL EgalacKfitgANta L ROOF SbEATNING 1116' O6B APA RATED SNEATMNG (24/113; LAY UP tW T'!d'tll V8' CLEAN BETWEEN PANEL5 TG ALLOIU FOR D PANN5101t NAELWCs SHALL. BE 8d AT 6' oc AT PANEL EDGES AND 1 3' oc AT INTER EDIATE SUPPORTS. P1tav(DE EDGE CLIPS • 24' OG. • ALL UNSUPPORTED EDGES ALLOWABLE GIAPI4RAP1 SEEAR'IWOx0152'142psf 2. FLOOR SHEATHING: 3/4' COX T40 AL°A RATED PLY )DOD (48,14) HALED AND GLUED. ADHESIVE SHALL CONFORM 'O APA SPECFICATION AFG 1 FRCNIDE T11Ca EDGES AT LONG PANEL EDGES NAILING SMALL BE 10d AT 6' oc AT PANEL EDGES AND ID' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAFFRA/1 SEEAR'2b2/082'111pst 3. PLruDOD 544ALL 8E LAID cu. FACE GRAIN PERFENDICULAR TO SLPPORTS AND END 1 1 T YP. • SNEAItL/4LL DESIGNATIONS 4 r r' . • DESIGNATIONS PI 4 BETWEEN MIMES TOE SNEATNING INTERIOR 8FEA114114 4 6 I1� UPPER FLOOR SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS CITY OF T IkW III ApRRO`IED DEC 2 3 2G12 A� !rJ1t.0 ,2 O 5co w f , 0) "1�J >,C C •"w can C0 P a � � , f a) Lo ICX CI OF r I DEC 2 $ 20 P ERM* r cENre, O ■)9 NO TITLE 405 ,1997 UBC SHEET S3 •