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Permit D08-431 - PALANCHUK RESIDENCE - ADDITION
PALAN CHUK RFSDIENCE 15315 64 AV S EXPIRED 11-28-11 D08 -431 Parcel No.: 4997500035 Address: 15315 64 AV S TUKW Suite No: Tenant: Name: PALANCHUK RESIDENCE Address: 15315 64 AV S , TUKWILA WA Owner: Name: PALANCHUK STANISLAV +GALINA Address: 15315 64TH AVE S , TUKWILA WA 98188 Phone: Contact Person: Name: STANISLAV PALANCHUK Address: 15315 64 AV S , TUKWILA WA 98188 Phone: 425 681 -9774 Contractor: Name: OWNER AFFIDAVIT - STAN PALANCHUK Address: Phone: Contractor License No: CitAf Tukwila a Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT DESCRIPTION OF WORK: 832 SF TWO -STORY ADDITION WITH NEW KITCHEN AND BEDROOM AS WELL AS A NEW ROOF. Value of Construction: $80,562.56 Fees Collected: $1,829.40 Type of Fire Protection: SMOKE DETECTORS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 22 * * continued on next page ** Permit Number: D08 - 431 Issue Date: 11/24/2008 Permit Expires On: 05/23/2009 Expiration Date: doc: IBC -10/06 D08 -431 Printed: 11 -24 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie The granting of this permit does not pres construction or the performance of work. Signature: Print Name: g, , City de Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Volumes: Cut 0 c.y. Start Time: End Time: Private: Profit: N Private: Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 End Time: Fill 0 c.y. Public: Non - Profit: N Public: D08 -431 11/24/2008 05/23/2009 Date: (0 ed this permit and know the same to be true and correc . All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit. Date: / / /- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D08 -431 Printed: 11 -24 -2008 Parcel No.: 4997500035 Address: Suite No: Tenant: 15315 64 AV S TUKW PAL/INCHUK RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -431 ISSUED 09/10/2008 11/24/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, doc: Cond -10/06 D08 -431 Printed: 11 -24 -2008 any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 0 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 21: The proposed additions have not been reviewed or approved for an accessory dwelling unit. If the proposed addition is meant to serve as an accessory dwelling unit, you will need to resubmit plans for review and approval according to the criteria for accessory dwelling units listed in TMC 18.10.030 (2). 22: The minimum roof pitch shall be 5:12, according to TMC 18.50.050. We suggest you use a roof pitch of 7:12 to match the existing roof pitch. doc: Cond - 10/06 * *continued on next page ** D08 -431 Printed: 11 -24 -2008 r 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: / _1 417'--—' Print Name: . $ A doc: Cond -10/06 D08 -431 Printed: 11 -24 -2008 SITE LOCATION Site Address: � a � 'l '4 / Tenant Name: $f �}�� S( �? ✓ L- Al 01/1.0 r Name: ,5 N / S 1 0( L.) P /. /� A» C Mailing Address: X53 / 6 L f A7 L } t= 6 E -Mail Address: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: E -Mail Address: Contact Person: E -Mail Address: CITY OF TUKWIL"'' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www. ci. tukwila. wa. us Q: \Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Per. No. Mechanical Permit No. Plumbing /Gas Permit No. Works Permit No. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 4 ( 7-S p� `35 Suite Number: ` Floor: .... Yes 0 ..No New Tenant: -Property Owners Name: '17) A ( 1 i / L' � }- L /1- A( C- Mailing Address: 153 / S 6 Li 1 / t L S' 1 _ - t 4- IA/ /t G / 14/4 g c v State Zip City CONTACT PERSON when your permit is r ady to be issued Day Telephone: (A Cit Fax Number: f d-3) ;g t ` 7 7 State Zip c �1/' O9 /3 Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: State State State Zip ARCHI'T'ECT OF RECORD All plans Most be wet stamped by Architect of Record Company Name: Mailing Address: City Day Telephone: Fax Number: Zip ENGINEER OF RECORD - All plans must be . yet stamped by Engine of Recor Company Name: Mailing Address: City Day Telephone: Fax Number: Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 50 0 00 Existing Building Valuation: $ Scope of Work (please provide detailed information): 2 b { t O / I 1 Ct ,� vu o c31-0 r(2_ Ntw �'r c l} - 1)1 OO OA bt /TH N Roo sr Will there be new rack storage? ❑.... Yes XNo If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1St Floor 3 Floor thru Floors Basemen Accessory Structure* Attached Garage Detached G age Attached Carport Detached Carport Covered Deck Uncovered Deck Interior Remodel Addition to Existing Structure 16X16 " 1 � � 26 (6 Type of Construction per IBC vris ■,rX Type of Occupancy per IBC r IAK PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: CC ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify).- 7lltc' C i 44 i ,4, , Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Sa ety data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Date Application Accepted: 0 � Date Application Expires: ell j J /� Staff Initials: PERMIT APPLICATION N0'1 ; — Applicable to all permits in this lication Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: r� Signature: — � "_ Date: i " �i J ? -7 Print Name: V.� �� "� - � J �� �> � �� � �} � � � _�i2 �! Da y Telephone ���� �� �/ Mailing Address: /5 ? /J 6 tI ill / , ,`> C-f tz, tv / /,� - WA v,, l City State Zip Q.\ApplicationsWorms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 6 of 6 Fixture Type: Qty Fixture T j e: Qty ; xture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking foun +. in or water cooler (per heal > Wash fountain Gas piping outlets Bidet Food -waste grin commercial ' Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head tr.. >•' Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water syste �; per drain (inside b ' ing) Water heater and /or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alt - >:tion of water piping and / l` water treating equipme Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPINCO'°ERMIT INFORMATION - 206 - 431 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please pro de detailed information): Building Use (per Int'l Building. ode): Occupancy (per Int'l Building Cos Utility Purveyor: Water: Indicate type of plumbing fixtures and/or s piping outlets being install Q: \Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Sew and the quantity below: City Day Telephone: Fax Number: Expiration Date: State Zip Page 5 of 6 Parcel No.: 4997500035 Address: 15315 64 AV S TUKW Suite No: Applicant: PALANCHUK RESIDENCE Receipt No.: R08 -03815 Initials: JEM User ID: 1165 ACCOUNT ITEM LIST: Description Payee: STANISLAV K PALANCIUC City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 57843 1,110.50 BUILDING - RES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts 1,106.00 4.50 Total: $1,110.50 Permit Number: D08 -431 Status: APPROVED Applied Date: 09/10/2008 Issue Date: Payment Amount: $1,110.50 Payment Date: 11/24/2008 03:23 PM Balance: $0.00 9894 11/24 9707 TOTAL 1110.50 doc: Receiot -06 Printed: 11 -24 -2008 Receipt No.: R08 -03217 Initials: JEM User ID: 1165 Payee: STANISLAV K PALANCIUC ACCOUNT ITEM LIST: Description PLAN CHECK - RES 40 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 4997500035 Permit Number: D08 -431 Address: 15315 64 AV S TUKW Status: PENDING Suite No: Applied Date: 09/10/2008 Applicant: PALANCHUK RESIDENCE Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 57833 718.90 RECEIPT Account Code Current Pmts 000/345.830 718.90 Total: $718.90 Payment Amount: $718.90 Payment Date: 09/10/2008 12:56 PM Balance: $1,110.50 doc: Receiot -06 Printed: 09 -10 -2008 Pr ct: Type of Inspection: Address: ' 153 IS (0 Date Called: Special Instructions: /- Date Wanted: /a .m ,3 - p.m. Requester: _ Phone No: ( T"� (�' �(�` 240(0 - 525 — ! 1 U / INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ??f Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect' Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: � _ r / T fly-4)/v,, pe of Inspection: nr n s & (A7. - Address: rt. 15 3(5 1A s. Date Called: Special Instructions: / Date Wanted A ( ` di d JCa. — ►T ?l c) 1 A nf A-. Phone No: ' MA4P b . L'61I P_,i i,nS 0;461,4 (-. 6; 0 ,) 3 1. '■... ff./ ( e w, ( 1,1 ?. ' of 0xJ r J ,4 p-,5 5 , A I 11 Pro t: j r A. LA-' G IA 4 � _ r / T fly-4)/v,, pe of Inspection: nr n s & (A7. - Address: rt. 15 3(5 1A s. Date Called: Special Instructions: / Date Wanted a Requester: Phone No: ' -(1971 INSPECTION NO. E l Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ,,/ ) 0 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. G � PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 orrections required prior to approval. Insp tor: Dater � � 'V D Receipt No.: 'Date: COMMENTS: • p l A J eik ` l o r or fl -oar « L `, , i ( 4 ( 1 J e r F( I 04. se l --- S) ) ( - rat-i t - -►`...,‘ folk , - 0.1 Date Wanted: -- 27 a.m. iLA J 3l /r .. J n • ; n S i A-I( p_40 . Phone No 4 t )F l,; r &_ p L J11- -3 M r) f a 1S CI SPr /11.5; t 1 p(�, T� Sa( A -� :) C ,; 1)0 .15M\ ) f . r G_/e lt %) , /NJ �r6 e k Ji-A r' e n . A i, c-r :6 n- , u j (-) S , t=- /)/-- 1 Proj t: / lr p� P/t LA LA u ms Type o fft f Inspection: ,. `t on , L.A ss u (A , 01 1 Address: 15 .3 VS- (.5 0 Au ES Date Called: � ( r , `'4. Special Instructions: / Date Wanted: -- 27 a.m. — I 0 p.m. Requester: Phone No 4 t 1 - 1 7 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 8a-43i PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 'P 6 3 00 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 roved per applicable codes. Corrections required prior to approval. Inspector: Date Z ri fi‘jk-÷ ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projr (& jc F n _ c. e c Tyne of Inspectio � ur ATI Of d' 1.1 1 l Address: -fit 15 3 (S (off AV--- S Date Called a 1� 4 e - ( ,. Special Instructions: / Date Wanted: / 1 _Z(_ i p.m. Requester: Phone 1 2 - `— 6 ie I-9971 INSPECTION NO. INSPECTION RECORD Retain a copy with permit tbq-431 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: l) l�1 M(J 0 0 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Approved per applicable codes. ❑ Corrections required prior to approval. r Project: 191.17`t/C1/2 //1 Res . Type of Inspection: Fh24•1.7 /A! e. --- ;M Address: /53 5 C /AdS Dat',^I j� r � ✓� n ' r H 42( t k Special Instructions: Date Wanted: Gt C /Z --? 7 - 0 9 p-m. Requester: Phone 5/�5 q 77Y INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTIONWO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 etA Inspec Date: Of 0 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 2 COMMENTS: Type of Inspection: /- 0677A. /44, 0,, \ S Address: / 6V 4u 5 p Special Instructions: 4. i p►P tA(tn; \u1r� .l M e V- J/4ci Cr } -- 0 / - e J � c Phone No: c 20 4. - 6.d .- 9676 f ) Z : il P M ,, 11 (, .e_ LAP p lie-[ t,J/ ( ' S/ Al�--,.a,r). / Jr - Pct: p d //2 /el /?/ • Type of Inspection: /- 0677A. /44, 0,, \ S Address: / 6V 4u 5 Date Called: Special Instructions: Date Wanted: /cam -- 43 - 09 CIffo p.m. Requester: Phone No: c 20 4. - 6.d .- 9676 t ,6619- y31 INSPECTION RECORD Retain a copy with permit J INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspect/ Date: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: /JL Project: P41 AnIC'H ? /�L opts Type of Inspection: of 9AS 4 A ;4/ /y'''A Address: /..3,5 6'/ / 5 Date Called: Special Instructions: ' ,. Date Wanted: 0 — /3 — 0 9 p.m. Requester: Phone No: 6,706 - 67 6 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 -3 L)28 93 Approved per applicable codes. Corrections required prior to approval. COMMENTS: DV i) ( t) Jel Az Inspe w -) kkoA Date: / -l J J El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: !Date: afailifttrizgAsEtatalstrA COMMENTS: Type oflnspe io ' f- S: (1 6.4.14: Address: 3 15 315 G/1 Au,P. s . a Special Instructions: Date Wanted: , a.ny. 0V- Requester: Phone N2 - la ct -1714 ' 3< c l: 6 iN G Ab e dc.- n A . } str o f _,_ �' Pr ecr A (1nu /If Type oflnspe io ' f- S: (1 6.4.14: Address: 3 15 315 G/1 Au,P. s . Date Called: Special Instructions: Date Wanted: , a.ny. 2'q p.m. Requester: Phone N2 - la ct -1714 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PRMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved, per applicable codes. 11 Corrections required prior to approval. Inspector( Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Prgjgct: ( 4- .< & ��jjg� -�`` I'� Type of Irls on: A (�_.", r� -vim Address: 1 3I5 �- (t /Vie— j Date Called: / --- Special Instructions: A 37-1$' A ,`�`,) ,(.� le...; ken / (j�e !'looh Date Wanted: 2 �� -(� - 0f p.m Requester: Phon No: V / 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit XL PERM� NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: s Inspectot: I0at _ t 4 • o • � Rec eipt No,; w 'Date: ri $60.00 REINSPECTION FEE REQ RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 145' R POSED z: ' ;; ` ..�i ADDITION j. • EXISTING SINGLE FAMILY RESIDENCE 102.00' VRD. PORC 11a 140' 135' 0 O 0 N L r 4 RECEIVED CITY OF FS SEP.1 zuu8 PERMIT CENTER SITE PLAN O 2008 SHERDESIGN, INC. 4 0 0 Co J A 0 102.00' MONO 29' 64th AVE S FILE COPY r ee crtml Eta _ 10' BSBL WO COOS COMPUOICE WOO 00 2 4 200% r SIDEWALK NOTE: CONTRACTOR TO VER6T ALL DUB*Ia$ dND cayman 6 PROJECT RV RETORT ANY 0117506 / DBCREPONCED TO DEDYAER PROR TO CR/ENC1y LLCM DEDVAER 0001.1. NOT BE REDPONDE1.E TOR DIDCRFTANT 0000OO REDULTNG 001110EmIORI0D 6000 PERMED BY DR CO ORACTOR SBL PSBL — 16' -1" LEGAL LEGAL DESCRIPTION: M W ADD 1 45' NORTH SCALE I' = 20 REVISER DATE■ UT. 1 1 PROJECT 1 0016 311.06 PIG.ECT'. 80100! STRUCTURAL CALCULATION Prepared By FILE C ACHOR, INC. permit O *World of Designs & Engineers • 33919 9 Ave. S #102 Federal Way, WA 98003 Tel. (253) 835 -1516 Fax. (253)'835 -1528 Prepared For Wind Speed = 85 mph, Exposure : "C" Palanchuk Remodel 15315 64 Ave. S Tukwila, WA 98188 September 5, 2008 py r.V t C PACE. ODE CON►NP APPR OC12 V* RECEIVED CITY OF TUKW1LA SEP 1 0 200E PERMIT CENTER Design by : B.T. 8/28/2008 1:03 PM PROJECT: PALANCHUK REMODEL BASIS OF DESIGN BUILDING CODE: GRAVITY LOADS: ROOF LIVE LOAD: ROOF DEAD LOAD: FLOOR LIVE LOAD: FLOOR DEAD LOAD: 2006 Edition of the International Building Code Roof Live Load = 25 psf. (snow) Roof Dead Load = 15 psf. Floor Live Load = 40 psf. (reducible) Floor Dead Load = 12 psf. LATERAL LOAD CRITERIA: Wind Speed = 85 mph, Exposure: C Seismic Site Class: D Seismic Design Category: D FOUNDATION: Spead footings shall bear on firm undisturbed soil 18" minimum below finished grade. Allowable Soil Bearing Pressure = 1,500 psf. DESIGN LOADS Roofing 1/2" Plywood Sheating Insulation Trusses & 1/2" GWB Lighting, Mechanical, Electrical, Misc. Flooring 3/4" Plywood Sheathing Insulation Floor Joists & Beams Lighting, Mechanical, Electrical, Misc. 25.00 PSF (snow load) 7.00 psf (15 psf = tile roof) 2.00 psf 2.00 psf 3.00 psf (6 psf = tile roof) 1.00 psf 15.00 PSF Total Dead Load 40.00 PSF (Reducible) 2.00 psf 3.00 psf 1.00 psf 5.00 psf 1.00 pst 12.00 PSF Total Dead Load *World of Designs & Engineers* Residential Group, LLC. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Galina Palanchuk.mcd Design by : B.T. 8/28/2008 1:03 PM PROJECT: PALANCHUK REMODEL Residential Group, LLC. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 WOOD: TRUSSES: JOISTS & FAFTERS: 2X4 HF #2 2X6 or Larger HF #2 BEAMS : Width of 4" and Less DF #2 Width of greater than 4" DF #2 LEDGERS AND TOP PLATES: Width of 4" and Less HF #2 STUDS: 2X4 HF #2 2X6 or Larger HF #2 POSTS: 4X4 HF #2 (unless note on plan) 4X6 or Larger HF #2 (unless note on plan) 6X6 or Larger HF #2 (unless note on plan) GLUED - LAMINATED (GLB) BEAM & HEADER: Fb =2,400 PSI, Fv =165 PSI, Fc (Perp) =650 PSI, E= 1,800,000 PSI. PARALLAM (PSL) 2.0E BEAM & HEADER: Fb =2,900 PSI, Fv =290 PSI, Fc (Perp) =750 PSI, E= 2,000,000 PSI. MICROLAM (LVL) 1.9E BEAM & HEADER: Fb =2,600 PSI, Fv =285 PSI, Pc (Perp) =750 PSI, E= 1,900,000 PSI. TIMBERSTRAND (LSL) 1.3E BEAM, HEADER, & RIM BOARD: Fb =1,700 PSI, Fv =400 PSI, Pc (Perp) =680 PSI, E= 1,300,000 PSI. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL REGISTERED IN THE STATE OF WASHINGTON. TRUSS DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF IBC 2303.4. SUBMITTAL PACKAGE SHALL COMPLY WITH REQUIREMENTS OF IBC 2303.4.1.4. UNLESS OTHERWISE SPECIFIED BY LOCAL BUILDING OFFICIAL OR STATUTE, TRUSS DESIGNS BEARING THE SEAL AND SIGNATURE OF THE TRUSS DESIGNER SHALL BE AVAILABLE AT TIME OF INSPECTION. ENGINEERED I- JOISTS -FLOOR JOISTS & BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, "EQUAL" IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. *World of Designs & Engineers* Galina Palanchuk.mcd Design by : B.T. 8/28/2008 1:03 PM PROJECT: PALANCHUK REMODEL LATERAL ANALYSIS BASED ON 2006 INTERNATIONAL BUILDING CODE AS MODIFIED BY LOCAL JURISDICTION. Lateral Forces will be distributed along lines of Force /Resistance. Lines of Force /Resistance will be investigated for both wind and seismic lateral loads.(Vertical component of earthquake ground motion neglected for Lateral Force Resisting System w/ Allowable Stress Design) SEISMIC DESIGN SEISMIC DESIGN BASED ASCE 7 -05 CHAPTER 12 SECTION 12.14 SIMPLIFIED ALTERNATIVE STRUCTURAL DESIGN CRITERIA FOR SIMPLE BEARING WALL SINGLE FAMILY DWELLING, LIGHT FRAME CONSTRUCTION LESS THAN THREE STORIES IN HEIGHT (EXCLUDING BASEMENT). Seismic Design Data: - -Soils Site Class D (Assumed) -- Seismic Design Category D /D Ig := 1.0 R := 6.5 S := 1.337 S1 := 0.46 F := 1.00 F := 1.5 W�wx For Seismic Use Group I occupancy (ASCE 7 -05 Table 11.5 -1) Light Framed Walls w/ Wood Shear Panels (ASCE 7 -05 Table 12.14 -1) Mapped Maximum Considered Earthquake Spectral Response Acceleration Short- Period Mapped Maximum Considered Earthquake Spectral Response Acceleration 1- Second Period Site Coefficient based on Site Class & S (ASCE 7 -05 Table 11.4 -1) Site Coefficient based on Site Class & S (ASCE 7 -05 Table 11.4 -2) Seismic Weight of Overall Structure, Seismic Weight of Structure above Level x (LB.) ASCE 7 -05 Eq. 11.4 -1 S := Ss'Fa Sms = 1.34 ASCE 7 -05 Eq. 11.4 -2 Smi := Si S = 0.69 ASCE 7 -05 Eq. 11.4 -3 S 2 DS 'Sms SDS =0.89 ASCE 7 -05 Eq. 11.4 -4 SD1 := 3 •Smi SDI = 0.46 *World of Designs & Engineers* Residential Group, LLC. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Galina Palanchuk.mcd Design by : B.T. 8/28/2008 1:03 PM PROJECT: PALANCHUK REMODEL SEISMIC WEIGHT OF STRUCTURE CHECK FOR EACH LEVEL: Roof Slope Adjustment Factor: ROOF PLAN AREA EACH LEVEL: R1 := 600ft (Roof of new Area) Rla:= 1143ft (Roof of existing Area) R2:= 0ft 2 •S (Lower roof) (F. SDS w2) V2E := R (F•SDS'w2a) V2aE := R VIE:= [F.SDS.(w1)] R VIaE [F.SDS.(w1a)] R S 1 cos(atanf 2 I) A1 := 445ft (Upper Floor New area) Al 1025ft (Upper Floor Existing area) Weight of Structure at Each Level: Story Weight at Upper level of new area: w2 := 15.psf.(R1) + 10•psf•8•ft•(P1) Story Weight at Upper level of existing area: w2a := 15•psf•(Rl + 10•psf•8•ft•(Pl Story Weight at Main level: wI := 15•psf•(R2) + 12•psf•(Ai) + 10•psf•(10.11•P2) Story Weight at Main level: ` 1a = 15.psf.(R2) + 12•psf•(Al + 10•psf•(10•ft•P2 Shear at each Level: F =1.0 for one -story building F =1.1 for two -story building F := 1.1 F =1.2 for three -story building V2E = 2517.06 lb V2 = 5021.32 lb VIE = 2163.06 lb V1aE = 4389.47 lb S = 1.05 S := cos(atan( )) PLAN PERIMETER FOR EACH LEVEL: Story Shear at Upper Floor Story Shear at Upper Floor Story Shear at Main Floor Story Shear at Main Floor P1 := 2(16ft) + 2(29ft) (New area Upper Floor) Pl 2(41ft) + 2(43ft) (Existing area Upper Floor) P2:= 2(16ft) + 2(29ft) (New area Main Floor) P2 2(41ft) + 2(43ft) (Existing area Main Floor) 1 (weight of roof, and wall) (weight of roof, and wall) (weight of lower roof, floor, & wall) (weight of lower roof, floor, & wall) S = 1.16 *World of Designs & Engineers* Residential Group, LLC. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Galina Palanchuk.mcd Design by : B.T. 8/28/2008 1:03 PM PROJECT: PALANCHUK REMODEL WIND DESIGN USE ANALYTICAL PROCEDURE OF ASCE 7 -05 SECTION 6.5 ENCLOSED LOW -RISE BUILDING LESS THAN 60 FEET IN HEIGHT WIND EXPOSURE = C 85 mph WIND SPEED Equation 6 -18 p= g - (GC Mean Roof Height h := 21.5.ft q = 0.00256K = Velocity Pressure Evaluated at mean Roof Height h (Equation 6 -15) GC = External Pressure Coefficients per Figure 6 -10 GC = Internal Pressure Coefficients per Figure 6 -5 K15 := 0.85 K20 := 0.90 K25 := 0.94 K30 := 0.98 K40 := 1.04 Kd := 0.85 v:= 85 I:= 1.0 Velocity Pressure Exposure Coefficients at z < 15ft (Table 6 -3) Velocity Pressure Exposure Coefficients at 15ft < z < 20ft (Table 6 -3) Velocity Pressure Exposure Coefficients at 20ft < z < 25ft (Table 6 -3) Velocity Pressure Exposure Coefficients at 25ft < z < 30ft (Table 6 -3) Velocity Pressure Exposure Coefficients at 30ft < z < 40ft (Table 6 -3) Wind Directionality Factor (Table 6-4). Wind Speed per Hours (Figure 6 -1). Important Factor (Table 6 -1). *World of Designs & Engineers* Residential Group, LLC. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Galina Palanchuk.mcd Design by : B.T. 8/28/2008 1:03 PM PROJECT: PALANCHUK REMODEL Velocity Pressure ( q Evaluated at Height z (Equation 6 -15) 915 0.00256•1(15•1(d•v2•1 915 = 13.36 920 := 0.00256-K20-1q-v q20 = 14.15 925 0.00256•K25•Kd•v q25 = 14.78 q30 0.00256•K30•Kd•v 930 = 15.41 q40 0.00256•1(40•Kd•v2.1 q40 = 16.35 Internal Pressure Coefficients (Figure 6 -5) GC :_ .18 External Pressure Coefficients w/ Roof Pitch = 7/12 (30 degrees) to 12/12 (45 degrees) (Conservatively taken from Figure 6 -10) GC := .56 GCO2 :_ .21 GC f3 :_ -.43 GCpf4 := -.37 +/ The Internal Pressures on Windward and Leeward Walls will offset each other for the lateral design of the overall building and will therefore be ignored for this application. GCp E :_ .69 GCp12E = .27 GC :_ -.53 GCpf4E - . 4 8 *World of Designs & Engineers* Residential Group, LLC. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Galina Palanchuk.mcd Design by : B.T. 8/28/2008 1:03 PM PROJECT: PALANCHUK REMODEL P15.1 915 (GC • psf P15.2 915'(GCpf2) P15.3 g15'(GCp13)•psf P15.4 91 5 . (GCpf4) . psf P20.1 = 920'(GCpfl)•psf P20.2 920'(GCpf2)'Psf P20.3 920'(GCpf3)'psf P20.4 920'(GCpf4)'Psf P25.1 925' (GCpfl )' Psf P25.2 925'(GCpf2)'psf P25.3 = 925 P25.4 925 P30.1 930' (GCpfl ). psf P30.2 = 930'(GC0f2)•psf P30.3 930'(GCpfl)•psf P30.4 930'(GCpf4)•psf P40.1 940' (GC )' psf P40.2 = 940 P40.3 940.(GC0fl)•psf P40.4 940 P15.1 = 7.481bft 2 P15.2= 2 . 811 bft 2 P15.3= 5 . 751 bft 2 P15.4= 4 . 94 Ibft 2 P20.1 = 7.92 1b ft P20.2= 2 . 97 lbft 2 P20.3 = -6.08 lb ft -2 P20.4 = -5.24 lb 11 P25.1 = 8.28 lb ft -2 P25.2= 3 . 1 lbft 2 P25.3 = -6 .35 lb ft -2 P25.4 = -5.47 lb ft P30.1 = 8.63 1b ft P30.2= 3 . 241 bft 2 P30.3= -6 P30.4= 5 .71bft 2 P40.1= 9.161bft P40.2 = 3.43 lb f1 P40.3 = -7.03 1b ft P40.4 = - 6.05 lb ft P15.1E 915'(GCpnE)'Psf P15.2E 915'(GCpf2E)'psf P15.3E g15 P15.4E g15'(GCpf4E)•Psf P20.1E 920'(GCpflE)•Psf P20.2E g20'(GCpf2E)'psf P20.3E 920'(GCpf3E)•Psf P20.4E 920'(GCpf4E)•Psf P25.1 E 925 (GC E) • psf P25.2E g25'(GCpf2E)•psf P25.3E g25 P25.4E 925 P30.1E 930'(GCpnE)'psf P30.2E := 930'(GCpf2E)•psf P30.3E = 930 P30.4E 930 P40.1 E 940' (GCpfl E)' Psf P40.2E 940'(GCpf2E)'Psf P40.3E 940'(GCpf3E)•psf P40.4E 940 P15.1E= 9 . 221 bft 2 P15.2E = 3.61 1bft P15.3E = - 7.081bft 2 P15.4E = -6.41 1bft P20.1E= 9 . 7 6lbft 2 P20.2E = 3.82 lb P20.3E = -7.5 lb ft -2 P20.4E = -6 1 P25.1E= 10 . 2 lbft 2 P25.2E = 3.99 lb ft P25.3E = -7.83 lb ft -2 P25.4E = -7.09 lb ft P30.1E= 10 . 6 3 1 bft 2 P30.2E = 4.16lbft = P30.3E P30.4E = -7.4 lb ft -2 P40.1E = 11.281bft 2 P40.2E= 4 . 4 11bf3 2 P40.3E = -8.67 lb ft -2 P40.4E = -7.85 lb ft *World of Designs & Engineers* Residential Group, LLC. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Galina Palanchuk.mcd L cr PROPOSED RIGHT ELEVATION L f f Ft ' - C� PROPOSED REAR ELEVATION A 2 2 �lF MINIM bit /IN= MMINIMIIIIIMM■ —111111•1111111•1111 — - .\___•■ ■�.����� - r. �.■ 1= _____. -- -- ll _r_____- .........■ ni. RH t mi, mi. ..•■••..aim MI - - cam. - � ►7 � � �` ....,, a -te a= = - -s =.o PROPOSED LEFT ELEVATION amim • I-I 1- Ile Ell r . WNW MIN IMM NEM INN L PROPOSED FRONT ELEVATION J Design by : B.T. 8/28/2008 1:03 PM PROJECT: PALANCHUK REMODEL WIND AT UPPER LEVEL (sides to sides) - W1 (P15.1 - P15.4)'lft + (P20.1 - P20.4 ft + (P25.2 - P25.3)' END ZONE WIND AT UPPER LEVEL (sides to sides) W1E := (P15.1E - P15.4E)* I ft + (P20.1E - P15.40' ft + (P25.2E - P25.34 WIND AT UPPER LEVEL (front to back) W3 (P15.1 - P15.4)' I ft + (P20.1 - P20.4)' + (P25.2 - P25.3)' END ZONE WIND AT UPPER LEVEL- - - - - -- (front to back)- - W3E (P15.1 E - P15.4E)' I ft + (P20.1E - P20.44 ft + (P25.2E - P25.34 WIND AT MAIN LEVEL (all sides) W2 (P15.1 - P15.4)• END ZONE WIND AT ROOF LEVEL (all sides)-------- - W2E (P15.1E - P15.4E)' But not less than 10 psf over the projected vertical plane. W1 = 97.14lbft 1 W2 = 111.85 lb ft W3 = 125.5111311 W1E= 120.171bft W2E = 140.72 lb ft W3E = 157.52 1b ft *World of Designs & Engineers* Residential Group, LLC. `World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Galina Palanchuk.mcd DINING RM. LIVING RM. ENTRY NEW PATIO HALL BEDRM C W.I.C. BATH k ' _ � PROPOSED MAIN FLOOR PLAN M Design by : B.T. 8/28/2008 1:03 PM PROJECT: PALANCHUK REMODEL Shear wall line AA: Step 1. Wind analysis on wall Wind loads per foot: Distance between shear wall: L1 := 15.5.ft Shear wall panels: Laa := (12 + 10)ft Laa = 22 ft Percent full height sheathing: Wind Force: vaa Step 2. Seismic analysis on wall Seismic Weight per level: V2E = 2517.06 lb V2E LI 0.7p Lt 2 Seismic Force: E :- WI = 97.141bft 1 WIE = 120.17lbft (W1 + W1E) LI 2 2 vaa = 38.28 lb ft vaa = 38.281b ft Step 3. Checking Overturning Moment & Holdown on Wall Overturning Moment on Wall: L := 10.ft OTM := vaa•L Dead Load Resisting Overturning: WR := 0.6(15•psf)•2•ft•L + 0.6•(10•psf)•Pt•L L DLRM := WR-- DLRM = 3300lbft 2 Holdown Force & Net Uplift: HDFaa OTM - DLRM Co' Laa Step 4. Shear Wall Summary: %° - 10 ft / = 10 ° ° 1 0ft ) 10 ° Laa Co Laa Co HDFaa = -23.79 lb Wind Force: Seismic Force: vaa = 38.28 Ib ft1 E = 15.52 lb ft C C Assumed p := 1.0 Plate Height: Pt := OTM = 3062.05 lb ft 16d @ 16" o.c. 5/8" A.B. @ 72" o.c. P1-6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf Max Opening Height = Oft -Oin, Therefore C 1.00 per IBC Table 2305.3.8.2 E E = 15.521bft -= 15.521b ft Bldg Width in direction of Load: Lt := 40.ft Base Plate Nail Spacing (2003 NDS Tablet l N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122-lb CD := 1.33 Z'N := ZN•CD Z Bp • — B = 4.24 ft vaa Anchor Bolt Spacing (2003 NDS Table 11E) 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir A := 830•lb CD := 1.6 ZB := A ZB = 1328 lb As := ZB CO As = 34.7 ft Per Bolt vaa B.P. Nailing Spacing A.B. Spacing Holdown Force: B =4.24ft As =34.7ft HDFaa = -23.791b Wind loads per foot Seismic loads per foot Z'N = 162.26 lb Per Nail Holdown Types: No Holdown *World of Designs & Engineers* Residential Group, LLC. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Galina Palanchuk.mcd Design by : B.T. 8/28/2008 1:03 PM PROJECT: PALANCHUK REMODEL Shear wall line BB: Step 1. Wind analysis on wall Wind loads per foot: Distance between shear wall: W1= 97.141bft WIE= 120.171bft Shear wall panels: Lbb := (10)ft Lbb = 10ft Percent full height sheathing: % := C 1 . 100 % = 100 10•ft Max Opening Height = Oft-Oin, Therefore C 1.00 /I per IBC Table 2305.3.8.2 (W1 + W1E) L1 + L2 Wind Force: vbb . - 2 2 Step 2. Seismic analysis on wall Step 4. Shear Wall Summary: Lbb Seismic Weight per level: v 2aE = 5021.32 lb 0.7p. V2aE L1 + L2 Seismic Force: Lt 2 Ebb Lbb L1 := 15.5-ft L2:= 25-ft Step 3. Checking Overturning Moment & Holdown on Wall Overturning Moment on Wall: Plate Height: Pt:= 8.0.ft Lbb := 10.ft OTM := vbb•Lbb•Pt OTM = 17601.88 lb ft Dead Load Resisting Overturning: WR := 0.6(15•psf)•12•ft•Lbb + 0.6•(10•psf)•Pt•Lbb DLRM := WR- Lbb DLRM = 7800 lb ft 2 Anchor Bolt Spacing (2003 NDS Table 11E) 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir Holdown Force & Net Uplift: A := 830.1b CD := 1.6 ZB := A ZB = 1328 lb HDFbb ;= OTM - DLRM HDFbb = 980.191b ZB•C C0 As :- vbb As = 6.04 ft Per Bolt Wind Force: Seismic Force: vbb - ft 220.02 lb 1 Ebb ft = 177.94 lb 1 C C B.P. Nailing Spacing A.B. Spacing Holdown Force: B p = 0.89 ft vbb = 220.02 lb ft -1 vbb = 220.02 lb ft 1 C 16d @ 8" o.c. 5/8" A.B. @ 72" o.c. P1-6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf Wind loads per foot Assumed p := 1.0 Bldg Width in direction of Load: Lt := 40.ft Ebb = 177.94 lb II Ebb - = 177.94lbfl C As = 6.04 ft HDFbb = 980.19 lb Seismic loads per foot Base Plate Nail Spacing (2003 NDS Table11N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122.1b CD := 1.6 Z'N := ZN•CD Z'N = 195.2 lb Z Per Nail Bp•= - Bp =0.89ft vbb Holdown Types: No Holdown *World of Designs & Engineers* Residential Group, LLC. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Galina Palanchuk.mcd 4 DINING RM. FAMILY RM. L J BATH UTILITY RM. BEDRM PROPOSED LOWER FLOOR PLAN tk) •-z tv-e E ( 5 W.I.C. Design by : B.T. 8/28/2008 1:03 PM PROJECT: PALANCHUK REMODEL Shear wall line A: Step 1. Wind analysis on wall Wind loads per foot: W2 = 111.85 lb ft 1 W2E = 140.721b ft 1 Distance between shear wall: L1 := 15.5.8 Shear wall panels: La := (4 + 7 + 5)ft height sheathing: o 16•ft Percent full hei 9 9: /o := 100 25-ft Step 2. Seismic analysis on wall Seismic Weight per level: VIE = 2163.06 lb E + 0.7p• VIE L1 - - Seismic Force: E :_ Lt 2 Step 4. Shear Wall Summary: La va -1 137.11 lb ft 1 Ea = 47.8 lb ft 1 B = 1.43 ft C C La = 16 ft % = 64 vaa Lea + ` + W2E) Ll Wind Force: va := 2 2 La va = 113.81bft va = 137.11 lbft -1 C Step 3. Checking Overturning Moment & Holdown on Wall Assumed p := 1.0 E = 39.67 lb ft -1 Overturning Moment on 25ft Wall: Plate Height: Pt:= 8.0•ft L := 16•ft OTM := va.L OTM = 14566.11 lb ft Dead Load Resisting Overturning: WR := 0.6(15•psf)•2• + 0.6•(10•psf)•Pt•2•L + 0.6(l2•psf)• 1 •ft•L Ea = 47.81b ft 1 C 16d @ 16" o.c. 5/8" A.B. @ 72" o.c. P1 -6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf Max Opening Height = 4ft -Oin, Therefore C 0.83 per IBC Table 2305.3.8.2 Bldg Width in direction of Load: Lt := 40.ft Base Plate Nail Spacing (2003 NDS Table11N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122•lb CD := 1.33 Z'N := ZN•CD Z'N • N B = 1.43 ft va va Wind Force: Seismic Force: B.P. Nailing Spacing A.B. Spacing Holdown Force: As = 9.69 ft HDFa = - 71.351b Wind loads per foot Seismic loads per foot Z'N = 162.26 lb Per Nail L DLRM := WR• 2 DLRM = 15513.6 lb ft Anchor Bolt Spacing (2003 NDS Table 11E) 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir Holdown Force & Net Uplift: HDFa := OTM - DLRM HDFa = -71.35 lb Co' La A := 830•lb CD := 1.6 ZB := A ZB = 1328 lb As := ZB C0 As = 9.69 ft Per Bolt Holdown Types: No Holdown *World of Designs & Engineers* Residential Group, LLC. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Galina Palanchuk.mcd Design by : B.T. 8/28/2008 1:03 PM PROJECT: PALANCHUK REMODEL Shear wall line B: Step 1. Wind analysis on wall Wind loads per foot: W = 111.85Ibft 1 W2E = 140.721b ft Distance between shear wall: Shear wall panels: Lb :_ (16)ft Lb= 16 ft Percent full height sheathing: vbbLbb+ `W2 +W2E) LI +L2 Wind Force: vb : 2 2 vb = 297.34 lb ft vb _ 297.34 lb ft 1 Step 2. Seismic analysis on wall Seismic Weight per level: Ebb•Lbb + 0.7p• VIaE L1 + L2 Seismic Force: E Lt 2 b �_ Step 3. Checking Overturning Moment & Holdown on Wall C o • Lb Step 4. Shear Wall Summary: Wind Force: Seismic Force: vb -1 ft ft 297.34 lb 1 Bb = 208.43 lb 1 C C L1 := 15,5-ft L2:= 25-ft 10•ft Max Opening Height = Oft-Oin, Therefore C 1.00 %:= (--)-100 % = 100 10•ft per IBC Table 2305.3.8.2 Lb Co V1aE = 4389.47 lb Lb HDFb = 689.14 lb Assumed p := 1.0 B.P. Nailing Spacing B = 0.66 ft Eb = 208.43 lb ft -1 Overturning Moment on Wall: Plate Height: Pt:= 8.0.ft Lb := 16•ft OTM := vb•Lb•Pt OTM = 38059.84lbft Dead Load Resisting Overturning: WR := 0.6(1 5•psf)• 12•ft•Lb + 0.6.(10•psf)•Pt•2•Lb + 0.6(12•psf)•1 •ft•Lb Lb DLRM := WR. DLRM = 27033.616 ft Anchor Bolt Spacing (2003 NDS Table 11E) 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir Holdown Force & Net Uplift: HDFb := OTM – DLRM Base Plate Nail Spacing (2003 NDS Table11N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122•lb CD := 1.6 Z'N := ZN•CD Z'N = 195.21b Z' B := N B = 0.66 ft Per Nail vb A := 830•lb CD := 1.6 ZB := A As := ZB Co As = 4.47 ft vb A.B. Spacing As = 4.47 ft 16d @ 8" o.c. 5/8" A.B. @ 54" o.c. P1 -6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf Eb — = 208.43 lb ft C Holdown Force: HDFb = 689.14 lb Wind loads per foot Bldg Width in direction of Load: Lt := 40•ft Seismic loads per foot ZB = 1328 lb Per Bolt Holdown Types: No Holdown *World of Designs & Engineers* Residential Group, LLC. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Galina Palanchuk.mcd CABLE END TRUSS NEW 4X MUM TRUSS Q 24' at. 4:12 R 4:12"• i :: , / / / // / / // /� �, � /, , / // / / / / / / / / /, //////////././// / / / ii' // / / // / /// / / / / /� / /iii / // /iii / / / / PROPOSED ROOF FRAMING PLAN COMING L J PROPOSED MAIN FLOOR FRAMING PLAN r - - 1 I r I l J NEW SLAB ON GRADE 4' CONC. SLAB EN 4" COMP. Fill 154. OPoLL de EPDXIED (2) #4 BARS TOP & BOTTOM CF STEM WALL. 5' MIN. EMBEDMENT INTO EASING STEN WALL & 10 TO NEW WALL. EXISTING SLAB ON GRADE •' EONG f U. S oN i" COXlP LAB 114. L J PROPOSED FOUNDATION PLAN VorM 60-CS . Wt ^ 19 z / ` teic 2 tt) L ZS" . Z b l ZS wb f is • ` = q4 # \F4 _ t2. 1.33 111 v °. ( 1.- = 3: - 1 • ;3 = 404 (-D uo tc.44 4- SO A-I/ te: r t7 qo k 6l - Z' � i 25.1712 -E- �• k vo L P, 0,So Lg (R) /9 2- _ I . 15/ alo tr ; L1-e • t % 11 s 4- g of -ttt. 2 prIct 15 2 y FtFtt2 lb IC 164 �, g o k . t `j b'2 ; 413 wh tA) (1-5 Z(141_ 4 Ao . -_-_ Sloe ir-d`-'14L'Rr 4 - r e w p Fit-2 1{140 PF412 4k b ?( B tF-'2 Rev: 580000 User: KW-0605873. Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Description 1. DOOR HEADER (General Information Section Name 4x8 Beam Width 3.500 in Beam Depth 7.250 in Member Type Sawn Bm Wt. Added to Loads Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Wood Density 32.500 pcf [Full Length Uniform Loads Center Left Cantilever Right Cantilever 1 1 Summary Span= 5.00ft, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 642.98 psi Fb 1,035.00 psi Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 * D.L. @ Center @ Left @ Right Stress Calcs Bending Analysis Ck 31.887 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction r Le Rb DL DL DL Dead Load -0.016 in 2.500 ft 3,780.2 Defl) ... 0.024 in 0.000 in 0.000 in 0.621 : 1 1.6 k -ft 2.6 k -ft 1.64 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 2.64 fv Fv 0.000 ft 0.000 Max Moment 1.64 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 1.50 k 7.238 in2 207.00 psi 195.00 #/ft #/ft #/ft General Timber Beam 59.05 psi 207.00 psi palanchuk remodel ecw:Calculations Code Ref: 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined) Center Span 5.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi Total Load -0.042 in 2.500 ft 1,443.31 2.500 ft 0.000 ft LL LL LL Reactions... Left DL Right DL 325.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: Camber: 0.50 k 0.50 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Sxx 30.661 in3 Area 25.375 in2 CI 1314.317 Sxx Rea d 19.05 in3 0.00 in3 0.00 in3 @ Right Support 1.50 k 7.238 in2 207.00 psi Allowable fb 1,035.00 psi 1,035.00 psi 1,035.00 psi 1.31 k Bearing Length Req'd 0.601 in 1.31 k Bearing Length Req'd 0.601 in 0.00 ft 0.00 ft 0.00 ft Beam Design OK 1.5 k 5.3 k @ Left 1.31 k @ Right 1.31 k @ Left 0.000 in @ Center 0.024 in @ Right 0.000 in Max 1.31 k Max 1.31 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 r Rev: 580000 User. KW- 0605873, Ver 5.8.0, 1-Dec -2003 �(c)1983 -2003 ENERCALC Engineering Software Description 2. COVER PORCH General Information [Stress Calcs Section Name 4x8 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density r Full Length Uniform Loads Center Left Cantilever Right Cantilever L Summary Deflections Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 • @ Center @ Left @ Right @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 1 Span= 5.00ft, Beam W Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 326.22 psi Fb 1,035.00 psi Bending Analysis Ck 31.887 Le Cf 1.000 Rb DL DL DL 3.500 in 7.250 in Sawn 1.150 Pin -Pin 32.500 pcf 2.64 fv Fv Dead Load -0.008 in 2.500 ft 7,315.2 D.L. Defl ) ... 0.012 in 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 0.83 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.76 k 3.672 in2 207.00 psi 0.67 k 0.67 k 98.00 #/ft #/ft #Jft General Timber Beam idth = 3.500in x Depth = 7.25in, Ends are Pin -Pin 0.315: 1 0.8 k -ft 2.6 k -ft 0.83 k -ft at 2.500 ft 0.00 k -ft at 5.000 ft 0.00 k -ft 0.00 k -ft 29.96 psi 207.00 psi palanchuk remodel.ecw:Calculations Code Ref: 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E Total Load -0.021 in 2.500 ft 2,844.81 LL LL LL Reactions... Left DL Right DL 5.00 ft ft 900.0 psi 180.0 psi 625.0 psi 1,600.0 ksi 163.00 #/ft #Jft #/ft Maximum Shear * 1.5 Allowable Shear: 0.8 k 5.3 k @ Left 0.67 k @ Right 0.67 k Camber: @ Left 0.000 in @ Center 0.012 in @ Right 0.000 in 0.26 k 0.26 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl ft Lu Lu Lu Sxx 30.661 in3 Area 25.375 in2 CI 666.817 Sxx Req'd Allowable fb 9.66 in3 1,035.00 psi 0.00 in3 1,035.00 psi 0.00 in3 1,035.00 psi @ Right Support 0.76 k 3.672 in2 207.00 psi Bearing Length Req'd 0.305 in Bearing Length Req'd 0.305 in 0.00 ft 0.00 ft 0.00 ft Beam Design OK Max 0.67 k Max 0.67 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580000 User: KW- 0605873, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description 3. UPPER FLOOR JOIST General Information Section Name 2x10 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density I- Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary LDeflections fb 932.97 psi Fb 1,124.13 psi Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 * D @ Center @ Left @ Right rStress Calcs Bending Analysis Ck 29.576 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb DL DL DL 1.500 in 9.250 in Sawn 1.150 Pin -Pin 32.500 pcf Span= 15.00ft, Beam Width = 1.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow 2.00 1.66 k -ft 0.00 k -ft 0.00 k -ft Dead Load -0.169 in 7.500 ft 1,062.3 .L. Defl ) ... 0.254 in 0.000 in 0.000 in 0.00 k -ft 0.000 ft 0.000 Max Moment 1.66 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.60 k 3.486 in2 172.50 psi 0.44 k 0.44 k 16.00 #/ft #/ft #/ft General Timber Beam Code Ref: 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined) Center Span 15.00 ft 0.00 ft Left Cantilever ft 0.00 ft Right Cantilever ft 0.00 ft Hem Fir, No.2 Fb Base Allow 850.0 psi Fv Allow 150.0 psi Fc Allow 405.0 psi Repetitive Member E 1,300.0 ksi LL LL LL Depth = 9.25in, Ends are Pin -Pin 0.830 ; 1 1.7 k -ft 2.0 k -ft at 7.500 ft at 15.000 ft fv 43.34 psi Fv 172.50 psi Total Load -0.524 in 7.500 ft 343.71 Reactions... Left DL Right DL Bearing Length Req'd Bearing Length Req'd 40.00 #/ft #/ft #/ft Sxx 21.391 in3 Area CI 443.486 Sxx Req'd 17.75 in3 0.00 in3 0.00 in3 @ Right Support 0.60 k 3.486 in2 172.50 psi Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Lu Lu Lu Maximum Shear* 1.5 Allowable Shear: palanchuk remodel.ecw:Calculations Beam Design OK 0.6 k 2.4 k @ Left 0.44 k @ Right 0.44 k Camber: @ Left 0.000 in @ Center 0.254 in @ Right 0.000 in 0.14 k 0.14 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 13.875 in2 Allowable fb 1,124.13 psi 1,124.13 psi 1,124.13 psi 0.730 in 0.730 in Max 0.44 k Max 0.44 k 0.000 in 0.000 in 0.0 0.0 r Rev: 580000 User: KW-0605873. Ver 5.8.0. 1- Dec-2003 L (c)1983 -2003 ENERCALC Engineering Software Description 4. DOOR HEADER G e neral Information [Deflections Section Name 4x10 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density :_Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary Span= 4.00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 646.89 psi Fb 900.00 psi L Stress Calcs Bending Analysis Ck 34.195 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb DL DL DL 3.500 in 9.250 in Sawn 1.000 Pin -Pin 32.500 pcf = 3.500in x Depth = 9.25in, Ends are Pin -Pin 0.719: 1 2.7 k -ft 3.7 k -ft 2.69 k -ft at 2.000 ft 0.00 k -ft at 4.000 ft 0.00 k -ft 0.00 k -ft 3.74 fv Fv Center Span... Dead Load Deflection -0.007 in ...Location 2.000 ft ...Length /Defl 6,408.3 Camber ( using 1.5 * D.L. Defl ) ... @ Center © Left @ Right 0.011 in 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 2.69 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 2.49 k 13.812 in2 180.00 psi 2.69 k 2.69 k 473.00 #/ft #/ft #/ft General Timber Beam 76.79 psi 180.00 psi Code Ref: 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E Total Load -0.021 in 2.000 ft 2,287.92 LL LL LL Reactions... Left DL Right DL Bearing Length Req'd Bearing Length Req'd 4.00 ft ft ft 900.0 psi 180.0 psi 625.0 psi 1,600.0 ksi 865.00 #/ft #/ft #/ft Maximum Shear Allowable Shear: Camber: 0.96 k 0.96 k Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl Sxx 49.911 in3 Area CI 2690.613 Sxx Req'd 35.87 in3 0.00 in3 0.00 in3 @ Right Support 2.49 k 13.812 in2 180.00 psi Lu Lu Lu * 1.5 Max Max 32.375 in2 Allowable fb 900.00 psi 900.00 psi 900.00 psi 1.230 in 1.230 in @ Left @ Right © Left @ Center @ Right palanchuk remodel ecw.Calculations 0.00 ft 0.00 ft 0.00 ft Beam Design OK 2.5 k 5.8 k 2.69 k 2.69 k 0.000 in 0.011 in 0.000 in 2.69 k 2.69 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 1 i Description 5. WINDOW HEADER [ 580000 User: KW-0605873, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software General Information rFull Length Uniform Loads Center Left Cantilever Right Cantilever Summary Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5' @ Center @ Left @ Right Stress Calcs Section Name 4x10 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Bending Analysis Ck 34.195 Cf 1.000 @ Center © Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb DL DL DL 3.500 in 9.250 in Sawn 1.000 Pin -Pin 32.500 pcf Span= 5.00ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 418.72 psi fv Fb 900.00 psi Fv Dead Load -0.008 in 2.500 ft 7,601.8 D.L. Defl ) ... 0.012 in 0.000 in 0.000 in 1.74 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 3.74 0.000 ft 0.000 Max Moment 1.74 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 1.45 k 8.081 in2 180.00 psi 200.00 #/ft #/ft #/ft General Timber Beam Code Ref: 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span 5.00 ft Lu 0.00 ft Left Cantilever ft Lu 0.00 ft Right Cantilever ft Lu 0.00 ft Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi Depth = 9.25in, Ends are Pin -Pin 0.465: 1 1.7 k -ft 3.7 k -ft at 2.500 ft at 5.000 ft 44.93 psi 180.00 psi Total Load -0.021 in 2.500 ft 2,827.73 LL LL LL Reactions... Left DL Right DL 350.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: 1.5 k 5.8 k @ Left 1.39 k @ Right 1.39 k Camber: @ Left 0.000 in @ Center 0.012 in @ Right 0.000 in 0.52 k 0.52 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Sxx 49.911 in3 Area 32.375 in2 CI 1393.267 Sxx Req'd Allowable fb 23.22 in3 900.00 psi 0.00 in3 900.00 psi 0.00 in3 900.00 psi @ Right Support 1.45 k 8.081 in2 180.00 psi 1.39 k Bearing Length Req'd 0.637 in 1.39 k Bearing Length Req'd 0.637 in palanchuk remodel.ecw:Calculations Beam Design OK Max 1.39 k Max 1.39 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580000 User: KW-0605873. Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Description 6. UPPER FLOOR BEAM SUPPORT GIRDER General Information [Trapezoidal Loads Point Loads Dead Load Live Load ...distance II Summary f Deflections Section Name 6x8 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density #1 DL @ Left DL @ Right #2 DL @ Left DL @ Right 4,350.0 lbs lbs 1.000 ft I Span= 3.00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max @ Right Support Max. M allow fb 847.42 psi Fb 875.00 psi 5.500 in 7.500 in Sawn 1.000 Pin -Pin 32.500 pcf Center Span... Dead Load Deflection -0.016 in ...Location 1.380 ft ...Length /Defl 2,206.4 Camber ( using 1.5 D.L. Defl) ... @ Center 0.024 in © Left 0.000 in @ Right 0.000 in 298.00 #/ft LL @ Left 298.00 #/ft LL @ Right 90.00 #/ft LL @ Left 90.00 #/ft LL @ Right lbs lbs 0.000 ft = 5.500in x Depth = 7.5in, Ends are Pin -Pin 0.968 : 1 3.6 k -ft 3.8 k -ft 3.64 k -ft at 1.008 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 3.76 fv 129.03 psi Fv 170.00 psi Code Ref: 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span 3.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Fv Allow 170.0 psi Fc Allow 625.0 psi E 1,300.0 ksi lbs lbs 0.000 ft Total Load -0.020 in 1.392 ft 1,833.05 Reactions... Left DL Right DL 513.00 #/ft 513.00 #/ft 300.00 #/ft 300.00 #/ft lbs lbs 0.000 ft Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Start Loc End Loc Start Loc End Loc lbs lbs 0.000 ft Maximum Shear *1.5 Allowable Shear: palanchuk remodel.ecw:Calculations 0.00 ft 0.00 ft 0.00 ft 0.000 ft 2.000 ft 2.000 ft 3.000 ft lbs lbs 0.000 ft Beam Design OK 5.3 k 7.0 k @ Left 4.06 k @ Right 2.33 k Camber: @ Left 0.000 in @ Center 0.024 in @ Right 0.000 in 3.33 k 1.74 k Max 4.06 k Max 2.33 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 lbs lbs 0.000 ft STANISLAV PALANCHUK 15315 64 AV S TUKWILA WA 98188 RE: Permit No. D08 -431 PALANCHUK RESIDENCE 15315 64 AV S TUKW Dear Permit Holder: Based on the above, you are hereby advised to: -or- The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. Thank you for your cooperation in this matter. Sincerely, t j6 Bill Rambo Permit Technician File: Permit File No. D08 -431 city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/28/2011. 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. In the event you do not call for an inspection and /or receive an extension prior to 11/28/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 May 16, 2011 Stanislav Palanchuk 15315 64 Av S Tukwila, WA 98188 RE: Request for Extension #2 Development Permit No D08 -431 Palanchuk Residence —15315 64 Av S Dear Mr. Palanchuk, This letter is in response to your written request for an extension to Permit Number D08 -431. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through November 28, 2011. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, arshall ician File: Permit No. D08 -431 City of Tukwila Department of Community Development Jack Pace, Director W'\Pernit Center\Extension Letters \Permits\2008\D08 -431 Permit Extension #2.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 di/I ezv / c 3 /c 7L/e? 9.s/ / 7 /4 7/ /20,-e "7/0/2e 1c3 9"/- c iP 127 4<:? i r/v12e7 7 f e _ `bc) - '�31 c /7- .( j v 0 g /go c✓ ittet -444AL 44i 4.cia I QV "�� 6712 sdQ'1°�Q/1,C�2 /tG!/.[!.!l ctio GG� AiAttitt 05 0011 MfAiNk u17-1)k\ Ooh Aiza„C RECEIVED Crry OF TUKWILA MAY 3 2011 PERMIT CENTER STANISLAV PALANCHUK 15315 64 AV S TUKWILA WA 98188 RE: Permit No. D08 -431 1531564 AVSTUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 05/30/2011. Based on the above, you are hereby advised to: Sincerely, 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 05/30/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Bill Rambo Permit Technician File: Permit File No. D08 -431 City of Tukwila Department of Community Development Jack Pace, Director 'N)L Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r November 22, 2010 Stanislav Palanchuk 15315 64 Av S Tukwila, WA 98188 RE: Request for Extensions Development Permit No D08 -431 Palanchuk Residence —15315 64 Av S Dear Mr. Palanchuk, This letter is in response to your written request for an extension to Permit Number D08 -431. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through May 30, 2011. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: ifer Marshall it Technician 1 Jim Haggerton, Mayor Department of Comma ity Development Permit No. D08 -431 W:\Pertnit Center\Extension Letters\Peimits\2008 \D08 -43I Permit Extension.doc jem Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 m Tukwila, Washington 98188 o Phone: 206 - 431 -3670 a Fax: 206- 431 -3665 Stanislav Palanchuk 15315 64 Ave S Tukwila, Wa 98188 Permit No. D08 -431 15315 64 Av S TUKW This letter is to request an extension of permit No. D08 -431. This permit is for remodeling work at 15315 64 Ave S Tukwila, Wa 98188. In making this request, I hereby certify that the above permit has not expired per any provisions. I will not be ready for the inspection by 11/30/2010 which is the expiration date, therefore I am requesting more time to work on the remodeling of my house. Sincerely Yours, Stanislav Palanchuk 6, ntractor or Owner/Builder er 4g cio otpta _____.. / (..j- / c 46 GI., , Z 4 = le da p a % 7)/c7/ T_ a 424 11 /7 - 'gap /eL" ) /2/ .t2 A 1,1- 30 -10 e,>cAvv,rt 6 /7) /»/ cs' 1 . RECEVED CITY OF TUKWILA NOV 18 201D agRAOr CENT EP 10 -01 -2010 STANISLAV PALANCHUK 1531564AVS TUKWILA WA 98188 RE: Permit No. D08 -431 1531564 AV S TUKW Dear Permit Holder: -or- Bill Rambo Permit Technician File Permit File No D08 -431 City of Tukwila Department of Community Development Based on the above, you are hereby advised to: The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. Thank you for your cooperation in this matter. Sincerely, Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/30/2010. 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. In the event you do not call for an inspection and /or receive an extension prior to 11/30/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 o Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 STANISLAV PALANCHUK 1531564AVS TUKWILA WA 98188 RE: Permit No. D08 - 431 1531564 AV S TUKW Dear Permit Holder: -or- Ciry of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 08/09/2009. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 08/09/2009, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, ^ n U ►J Bill Rambo Permit Technician File: Permit File No. D08 -43I 6.300 .Snr,thcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D08 -431 DATE: 09 -10 -08 PROJECT NAME: PALANCHUCK RESIDENCE SITE ADDRESS: 15315 64 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: c tir Qy 6 i ling Division P 0bli 1 kVA DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COP1P PLAN REVIEW /ROUTING SLIP Fire I r' evention i1 Structural Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: n , WC, 61- 14-66 Planning Division ❑ Permit Coordinator DUE DATE: 09-11-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 10-09-08 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431-3665 E -mail: tukplanPci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: V I STATE OF WASHINGTON) COUNTY OF KING ) ss. '-;64/1/ Piii/ , states as follows: [please print] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCT 18.27.090, I consider the work authorized under this permit to be exempt under No. / , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Owner/Owner's Agent Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -0179 Planning Division 206 431 -3670 Loq -0C11) Signed and sworn h to before me this v day of / O vk- ( , 20• NOTARY PUBLIC in and for the State of Washington Residing at N-I , County Name as commissioned: My commission expires: ock 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a'valid electrical .contractor's license under chapter 19..A8 RCW that employs a certified journeyman electrician, a certified: residential specialty electrician, or electrical trainee meeting the requirements of chapter •19:28 RCW to perform plumbing work that is incidentally, directly,'and immediately appropriate to the like -in -kind replacement of a household appliance or other small , household utilization equipment that requires limited electric power and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. OPTION GLAZING AREA:: % OF FLOOR GLAZING U- vERTIGAL.�VERNEAG FACTOR DOOR -FACTOR CEILING VAULTED CEILING WALL ABOVE GRADE WALL INT. BELOW GRADE WALL EXT. BELOW GRADE FLOOR SLAB ON GRADE 4X4 4X6 OR LARGER (oX OR LARGER I. 10% 032 0058 020 R -38 R -30 R -15 R -15 R -10 R -30 R -10 11. 15% 035 .055 020 R -38 R -30 R -21 R -2I R - €0 R -30 R -10 III. 2E% GROUP Rl 4 R2 OCCUPANCIES ONLY 0.40 0.58 0.20 R -38 U =0.031 R -30 U=0.034 R -21 U:..0.051 R -15 R -I0 R -30 U =0.029 R -I0 IV UNLIMITED GROUP R3 4 R4 OCCUPANCIES ONLY 035 0.58 020 R -38 R -30 R -21 R -2I R -10 R -30 R -10 V t tkC UNLIMITED GROUP RI 4 R2 OCCUPANCIES \ ONLY 035 0.58 020 R -38 U =0.031 R -30 U =0.034U R -21 =0.051 R -15 R -10 R -30 U -0.029 R -10 JOISTS: WOOD TYPE: 2X4 2X(0 OR LARGER HF "2 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E =1300000psi I-4F *2 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E =1300000psi BEAM DF -L "2 - Fb =900 psi, Fv =ISO psi, Fc =1350 psi, E =1600000psi DF -L 1 2 - Fb =815 psi, Fv =110 psi, Fc =600 psi, E =1300000psi 4X (ox OR LARGER STUDS HF "2 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E =1300000psi HF "2 - Fb =915 psi, Fv =150 psi, Fc 00 psi, E =1300000psi 2X4 2X(0 OR LARGER POSTS HF "2 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E =1300000psi HF 4.2 - Fb =915 psi, Fv =150 psi, Fc =1300 psi, E =I300000psi DF -L "I - Fb =1200 psi, Fv =110 psi, Fc =1000 psi, E =1600000psi 4X4 4X6 OR LARGER (oX OR LARGER TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION MINIMUM COMPRESSIVE STRENGTH (F'c) AT 28 DAYS MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATION 4 OTHER CONCRETE NOT EXPOSED TO NE WEATHER. . s� 2,500 p BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLAB, 2 500 psi , p , BASEMENT WALLS, FOUNDATION WAILS, EXTEIRIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 psi (6% air entrained +/- 1 %) PORCHES, CARPORT SLABS °4 STEPS EXPOSED TO THE WEATHER 4 GARAGE, FLOOR SLAB. 3,000 psi (6% air entrained •1- I %) GROUND SNOW LOAD WIND SPEED (mph) SEISMIC- DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE SHIELD UNDER - LAIT1ENT REquiREp FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP WEATHERING FROST LINE DEPTH TERMIITE DECAY 30 85 DI /D2 MOD IS SLIGHT- MOD SLIGHT 26 NO PER JURISDICTION SEPARATE PERMIT REQUIRED U {r numbing tes Piping City of Tukwila thLDING DIVISION FILE COPY Permit No. �1 to entx3 and amissta*�s. Pi r review C � � �. not �'�� Approval Of construction code or ordnance. R6Ce c# the violation of Field Co ad cord i acknowledge of apPapproved Field � By Date: City of TOkwila BUILDING DIVISION \ � 5 BUILDING CODE= 200( INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2006 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DE;.:AD LOAD = 12 PSF WIND LOAD = 85 .MPH WIND SPEED, EXPOSURE "C" SOIL SITE CLASS "D" CONSTRUCTION TYPE: v OCCUPANCY GROUP: R -3 DESIGN CRITERIA, TABLE R3o12(I CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. IT IS TI-4E CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL OMISSIONS AND /OR DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. DIMENSIONS TAKE PRECEDENT OVER SCALED DRAWINGS. DEFERRED SUBMITTAL ITEMS . THE FOLLOWING IS A LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM: - ALTERNAT1VE 1- JOIST /BEAM MANUFACTURER PLANS. - MANUFACTURED TRUSS DESIGNS AND LAYOUTS - HvAC SYSTEMS DESIGN - ELECTRICAL PLANS , SPECIFICATIONS (IF REQUIRED) SITE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AvERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR IS' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO SE THOROUGHLY COMPACTED. BOLT HEADS AND NUTS BEARING AGAINST WOOD TO SE PROVIDED WITH 1/4 °x3 "x3" PLATE WASHERS. WOOD BEARING ON -.OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. . FOUNDATION SILL BOLTS TO BE 5/8" DIAMETER AT 6 O.G. UN.O. WITH MIN. 1" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS Co CRETE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE PER TABLE R402.2 CONCRETE "BATCH TI'CKET' SHALL BE AVAILABLE ON SITE FOR REvIEW BY BUILDING OFFICIAL REINFORCEIN'_ FEEL TO COMPLY WITH ASTM A6215 GRADE 6.0. Col N GENERAL ALL NAILING TO COMPO WITH REQUIREMENTS OF IRC TABLE R602.3(I) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE 8102.3.5 ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. PER IRC 319.3. FASTENERS FOR PRESSURE PRESERvATIvE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT - DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. IS" MIN. CLEARANCE BETWEEN. FLOOR JOIST AND EARTH. FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SI -4ALL SE OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) Ss! COMMON (0131' DIA., 2 -1/2' LENGTH), 8d BOX (0.113' DIA, 2 -1/2' LONG), 10d COMMON (0.148' DIA., 3' LONG) 10d BOX (0.128" DIA., 3' LENGTH), 16d COMMON (0.162" DIA, 3 -1/2' LONG), 16d SINKER (0.148 DIA, 3 -I/4' LONG) 5d COOLER (0.086" DIA., I -5/8' LONG ), bd COOLER (0.092' DIA., I -1 /8' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: GLUED - LAMINATED BEAM (GLB) SHALL SE 24F -v4 FOR SINGLE SPANS 4 24F -VS FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 1625 PSI, Fc = ro50 PSI (PERPENDICULAR), E = 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR? SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. SEAMS DESIGNATED AS "PSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,900 PSI, Fv = 290 PSI, Fc = - 150 PSI (PERPENDICULAR), E = 2,000,000 Psi. SEAMS DESIGNATED AS "LVL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2000 PSI, Fv = 285 PSI, Fc = 750 PSI (PERPENDICULAR), E = 1,900,000 PSI. BEAMS DESIGNATED AS "LSL" SHALL HAvE THE MINIMUM PROPERTIES: Fb = 1,100 PSI Fv = 400 PSI, Fc = 6280 PSI (PERPENDICULAR), E = 1,300,000 PSI. • CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION: SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE .LOAD MAXIMUM = L/400, FLOOR TOTAL LOAD MAXIMUM = L/240. WINDOW INSTALLATION WINDOWS SHALL .BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.' WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. CARFP'\ IRY (CO PREFABRICATED WOOD TRUSSES: D ) PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND .SUPERIMPOSED DEAD LOADS AS STATED IN NE GENERAL NOTES. TRUSSES SHALL BE DESIGNED 4 STAMPED BY A REGISTERED DESIGN PROFESSIONAL AND FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALL-5 SHALL SE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL, ALL PERMANENT TRUSS MEMBER BRACING SHALL SE INSTALLED PER THE TRUSS DESIGN DRAWINGS, ROOF /WALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16" SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON e 6' O.G. e PANEL EDGES AND 12' O.C. IN FIELD UN.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL SE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4" T4G SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMOM AT 6' O.C. 9 PANEL EDGES AND 12' O.C. INFIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. 4 4 MO EC 0 GENERAL MAINTAIN €" CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND (o" ABOVE E3ATT INSULATION INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS /SHOWERS, PARTITIONS AND CORNERS FACE - STAPLE FACED BATTS FRICTION -FIT UNFACED BATTS USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS R -I0 INSULATION UNDER ELECTRIC WATER HEATERS. INSULATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED UIITHIN FLOOR - CEILING ASSEMBLIES, ROOF - CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME - SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE- DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 EXCEPTIONS: 1. WHEN SUCH MATERIAL AFE INSTALLED IN CONCEALED SPACES, THE FLAME - SPREAD AND SMOKE- DEVELOPEMENT LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF IRC R3I63, SHALL ONLY BE REQUIRED TO MEET THE SMOKE- DEVELOPED INDEX OF NOT MORE THAN 450. INFILTRATION CONTROL EXTERIOR JOINTS AROUND UNDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN. ROOF DECKS, IN ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. A GROUND COVER OF (a MIL (0.006 ") SLACK POLYETHYLENE OR EQUIVALENT SHALL SE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. LUALL FLASI4IN6 APPROVED CORROSION- RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL SE INSTALLED TO PREVENT WATER FR°1 REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION - RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1, AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH .4 MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF- FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN I -1 /8° (2S am) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DOO = NOT REQUIRE ADDITIONAL FLASHING± JAMB FLASHING MAY ALSO SE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2: AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS, 3. UNDER AND AT THE ENS • OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALLPROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT -IN GUTTERS. DR/AP FOU \pA O \ . WA FIRE 5 --7) ROO COKE ORAFTSTOPPING WHEN THERE IS USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR /CEILING ASSEMBLEY, DRAFTSTOP8 SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. ',DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 1111.4ERE THE ASSEMBLY I5. ENCLOSED 87 A FLOOR MEMBRANE Af5OVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R502.12.I FIREBLOCKING FIREBLOCKING SHALL SE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (50TH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. HORIZONTALLY AT INTERVALS NOT EXCEEDING lOrt 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS 'OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R3I1.2.2. 4. AT OPENINGS AROU'4D VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 5. FOR THE FIREE:LOCK :NG OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION 81003.19. 6, FIREBLOCKING OF CORNICES OF A TWO- FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPERATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8602.8.1. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED A ' A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED, THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. NG 4. D 4M OO DAMPROOFING EXCEPT WHERE REQUIRED BY SEC. 84062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING N TO THE FINISHED GRADE. MASONRY WALLS SHALL-HAVE NOT LASS THAN in PORTLAND CEMENT PARGING APPLIED iX.' Ov.. TO THE IEXTERIOR AOF THE WALL. PARGING SHALL BE DAMPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOW' ` . G 0vv.. s py I. 2. 3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. g COAT OF SURFACE BONDNG CEMENT COMPLYING WITH ASTN C 881 . ZC; 4, ANY MATERIAL APPROVED FOR WATERPFOORING IN SEC. R406.2 5, OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS 15 NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. C ouND4 I O'\ W4 I E ROO IN D 4M RCO- I NG (CONE WATERPROOFING IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOUN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. I. 2 -PLY HOT MOPPED FELT 2. 55 POUND ROOF ROLLING 3.6 -MIL POLYVINYL CHLORIDE 4.6-MIL POLYETHYLENE 5. 40 -MIL POLYMER - MODIFIED ASPHALT 6. 60 -MIL FLEXIBLE POLYMER CEMENT . 1. $' CEMENT- 5A5ED, FIBER - REINFORCED, WATERPROOF COATING 8. 60 - MIL SOLVANT -FREE, LIQUID- APPLIED SYNTHETIC RUBBER EXCEPTION: ORANIC- SOLvANT -BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONS AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FOAM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED. COLD - SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D 449. HOT ASPHALT SHALL 5E APPLIED AT A TEMPERATURE OF LESS THAN 200 DEG. F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. DOORS UJINDOUJ5 GENERAL ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. WITH MINIMUM NET CLEAR OPENING WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF 24'. FINISHED SILL HEIGHT SHALL BE MAXIMUM 44' ABOVE FLOOR. SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRCu5ECTION R308.4 : I. SIDE HINGED DOORS EXCEPT JALOUSIES 2, SLIDING GLASS DOORS AND PANELS IN SLIDING 4 BI -FOLD CLOSET POOR ASSEMBLIES 3. STORM DOORS 4. SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 5. GLAZING UJ/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION 4 BOTTOM EDGE IS LESS THAN 60' ABOVE THE WALKING SURFACE (o. GLAZING GREATER THAN 9 S.F. AND LESS THAN la' ABOVE FINISHED FLOOR -I. GLAZING IN GUARDRAILS a. GLAZING LESS THAN 18" ABOVE FINISHED FLOOR 9. STAIRWAYS, LANDINGS 4 RAMPS WITHIN 36." HORIZONTAL OF WALKING SURFACE AND 620" ABOVE ADJACENT WALKING SURFACE C1A/4\ !CAL \ED SKY, IGHfiS HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO :LISTED SPECIFICATIONS. NO WARM -AIR FURNACES 51.44LL SE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR ,ACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AN ELECTRIC HEA' c:5 FURNACES. LIQUEFIED PETROLEUM CAS - BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN ,AIR GAS MIGHT COLLECT. APPLIANCES SO FLAILED *HALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT' UNLESS SUCH LOCATION IS PROVIDED WITI4 AN APPROVED MEANS FOR REMOVAL OF UNF: IRNED GAS. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST IS INCHES ABOVE THE FLOOR LEVEL. VENTILATION GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WHICH COMPLY. WITH THE SECTIONS 302 OR 303 OF THE 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (VIAQ). MINIMUM SOURCE- SPECIFIC VENTILATION IS REQUIRED IN THE FOLLOWING LOCATIONS AND AS OTHERWISE SPECIFIED: A. BATHROOMS: 50 cfm B. LAUNDRIES: 50 cfm C. KITCHENS: 100 cfm D. WATER CLOSETS: 50 cfm EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT. OR TYPE SW CH AS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT `°ASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. INTEGRATED WHOLE HOUSE VENT STSTEI WHOLE HOUSE VENTILATION REQUIREMENT. OUTDOOR AIR SHALL SE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR HEATING SYSTEM PER TABLE 3 -2 OF 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (VIAQ) 2006 WASHINGTON STATE ENERGY CODE - TABLE - PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 - HEATING BY OTHER FUELS RECEIVED CITY OF TUKWILA SEP, 1 o ?008 PERMIT CENTER 12O4-1-I31 These plans are copyrighted in accordance with federal statutes. Reproduction by any method of all, part or variations thereof without written permission from The Residential Group, 1.1C. is expressly prohibited. W 4 W a a m oo z Q 0 _ a_ N 0 w 0 5 al 0 Q F. C E-4 z o cz) nil Vi r c W - � W 44 c77) a c1.1 ' BY: B.T. DATE: 9/3/08 CHECKED: B.T. JOB NO. 0 APPROX. GRADE 7 " X 14" ATTIC VENT PROPOSED RIGWT ELEVATION 12 PROVIDE STEPS DN. TO GRADE COMPOSITION ROOFING 1 x 2 TRIM BD. ON 5/4 X 8 BARGE BD. TYP. ADHERED STONE VENEER POFOSE FONT E SCALE : 1 = 1(-0° CONT. METAL GUTTER ON 7 5/4 X 8 FASCIA BD. TYP. 6" BEVEL SIDING APPROX. GRADE SCALE : 1/4,"_ 11.0" SUB FLR APPROx. GRADE APPROX.GRADE APPROX. GRADE 1 -rWum �WW�I>IWIIIIIWWI1�W�t m I11�W I— I� W��Wi1�l /M. It --. __III ■ 1W111111111 ICI -III —a ■1� -W1• IWWWII�IWIW -■ I IW I>I1N1 IIW11•WWWWi - - -- � _ ' 1:_ —I--- --. OIL --■ �I>IW /WIIW� - fir — rte COMPOSITION ROOFING 12 7 COI'IT. METAL GUTTER ON 5/4 X 8 FASCIA BD. TYP. 5/4 X 6 WINDOW TRIM - TYP. 6" BEVEL SIDING 5/4 x 4 CORNER BD. TYP, SUB FLR. PLATE FOFOSE ELEVATION COMPOSITION ROOFING PROVIDE STEPS DN. TO GRADE 7 " X 14" ATTIC VENT ADHERED STONE VENEER WRAP P.T. 6 x 6 POST TO 12" COLUMN WI CAP & BASE TRIM TYP, PROPOSED LEFT ELEVATION COSTRUCTION NOTE: * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DEMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED * NO FEILD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. 12 SCALE : 1i_ 12 EXISTING CHIMNEY 1 x 2 TRIM BD. ON 5/4 X 8 BARGE BD. TYP. SCALE : '6 Lk. 1 0 APPROX. GRADE WRAP P.T. 6 x 6 /POST TO 12" COLUMN / W/ CAP & BASE TRIM TYP. APPROX. GRADE C ODE � vlrtu r COMPLIANCE APPROVED OCT 2 4 2008 City Of Tukt Bar LNG DIVISION RECEIVED CITY OF TUKWILA SEP,1 O 2008 PERMIT CENTER WORK PERFORMED BY THE CONTRACTOR. J d Z I These plans are copyrighted in accordance with federal statutes. Reproduction by any method of all, part or variations thereof without written permission from The Residential Group, LLC. is expressly prohibited. W O � W O r-- W r=1 X rci r:".) ="g Q Q a� H 1 BY: JOB NO. B.T. DATE: 9/3/08 CHECKED: B.T. SHEET NO. A2 5 O:8SD1 00 , 4' -0" 5' -3° II' -9' ANC. EDGE 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS - 7 — MECHANICAL EXHAUST CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS 5030 XO '16R a „ T T I T I 1 I 1 1 1 I I I CONIC, EDGE .p. 0 x G> 11 1 1 I 1 1 1 1 1 1 1 1 11111111 1 I I COVERED. PATIO 4" CONC. SLAB Q FIX 4030 0 5640 • XO 56 N- -J PINING D G RM co co © M o a KITC�IEN 2668 RA R. CARPET WOOD BURN PLACE 13EDRM #1 Q - 1 : 4T CARPET N'0 PANTRY c ��FIRE VINYL 1 \ DN 13F ( ( ( ( I •11,36 SHO • T HH I I I I I FAMILY RM. 1 L_ I - 1 RM. 2868 UTILITY CARPET cA VINYL GAKFt i D (VTO) W FUR N. lUl�1 1 1 1 H L 15 ' - 0 ' 1 1 H J 6'-t I3'-10' S' -8' 41' -0' VENTILATION SCHEDULE VENTILATION REQUIREMENTS OF 2000 VIAQ CODE SYMBOL MANUFACTURER, MODEL NUMBER, OR EQUAL 1 KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS BATHROOMS- TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS 2 ■ U PLAN KEY WALLS: NEW CONSTRUCTION EXISTING WALLS TO REMAIN 7/ 27/7// EXISTING WALLS AND WINDOWS TO BE REMOVED AND OR MODIFIED NEW DOOR EXISTING DOOR EXISTING DOOR TO BE REMOVED AND OR MODIFIED COSTRUCTION NOTE: * REFER TO "S" SHEETS * CONTRACTOR TO VERIFY PRIOR TO COMMENCING * NO FEILD ALTERATIONS 41'-0' E >< I ST I NG LOWER FLOOR PLAN SCALE : TH D8 DINING HARDWOOD 3068 KITCHEN HARDWOOD \ ISLAND WOOD BURN - FIRE PLACE 40 XO 4036 XO 16' -8' EXISTING D ININC� RM. EXISTING FAMILY RM. PANTRY ARCHWAY 4' - 0' D (vTO) EXISTING IBATH SHOWER I3' -10' EXISTING E3EDRM EXISTING U1.LC. cu \ WRAP P.T 6 x 6 POST TO 12" COLU W/ CAP & BASE TRIM TYP. LANDING AT EXTERIOR DOORWAY SHALL NOT BE THAN 7 -3/4" BELOW THE TOP OF THRESHOLD PROVIDED THE DOOR, OTHER THAN EXTERIOR STORM OR SCREEN DOORS DOES N(T SWING OVER THE LANDING. PER IRC R3 1.43 01 In N 3'-6 STHD8 6' - 9' 11' -3 1° L_ 25'-6' 43' -0' 41' - 0' T-5? 5' -8' PROPOSED LOWER FLOOR PLAN TYPICAL NOTE: SCALE 1� a - ALL DOOR /WINDOW HEADERS TO BE 4X8 DF #2 AT BEARING WALLS , U.N.O. t•• - WINDOW HEADERS AT 6' -8" ABOVE SUB FLOOR, U.N.O. - PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. - EXTERIOR WALLS TO BE 2X6 AT 16" (MAX.) O.C. U.N.Q. INTERIOR PARTITIONS TO BE 2 X 4 AT 16" O.C. (2X6 @ PLUMBING WALLS, U.N.Q.) - DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE MIN. 26 GAGE STEEL - NO DUCT OPENINGS IN GARAGE ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) 1' -O KtVltvvtL) r CODE COMPLIANC APPROVED OCT 2 4 2008 City Of Tukwila B-DING DMSION RECEIVED CITY OF TUKWILA SEP.1, U 2008 PERMIT CENTER SMOKE DETECTORS L SD INSTALL SMOKE DETECTORS PER CODE AREA CALCULATION MAIN FLOOR: LOWER FLOOR: TOTAL: EXISTING 1,000 SF. 1,025 SF. 2,025 SF. GRAND TOTAL: 2,871 SF. PROPOSED 396 SF. 450 SF. 846 SF. FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. ALL DEMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS • lAi Cie z a w I- r These plans are copyrighted in accordance with federal statutes. Reproduction by any method of all, part or variations thereof without written permission from The Residential Group, LLC. is expressly prohibited. 1" t ima eft C MIS . 6) IMO C LJ.! os CZ co M .2) Pima °' Fiala 45 a -0 1 x Cl 0 H o W z Q W n il 4=4 c.) g°0 Qv �a (CX aL4 :11 Lr) r.T-1 *4 (BY: 8.T. DATE: 9/3/08 CHECKED: 8.T. SHEET NO. A3 5 JOB NO. 08-SD I 00 l VENTILATION SCHEDULE VENTILATION REQUIREMENTS OF 2000 VIAQ CODE SYMBOL MANUFACTURER, MODEL NUMBER, OR EQUAL KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS BATHROOMS- TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS 2 PLAN KEY WALLS: NEW CONSTRUCTION EXISTING WALLS TO REMAIN Z727/71/:, EXISTING WALLS AND WINDOWS TO BE REMOVED AND OR MODIFIED NEW DOOR EXISTING DOOR EXISTING DOOR TO BE REMOVED AND OR MODIFIED 0 crl W WOOD BURN PLACE 6068 SGD CARPET EXISTING RAILING DINING RM. CARPET LIVING RM. 670 FIX 10' -6' DECK 2X TREATED 4030 XO DN ENTRY 16R CARPET PATIO 4" CONC. EXISTING RAILING LINEN ro ElED CARPET 403 T/5 HALL W X 0 60"x32' CARPET 266 DN 1 R #4 6040 XO ATI-I VINYL E X I S T I NG MAIN FLOOR PLAN (0 CV H- W 0 ✓ 2668 SCALE -O" 2'-S' 1"f -0" CARPET 6040 XO 1E3EDRM *2 CARPET 6040 XO tt3 'irr"iriir - 'niiw : "irii::'.: �riiiriirrii:'i ':'iti:'r .�...r�. r:..rr..�. rr iii • ...�riiii'iiii - %iii '�•.:'rri� vi r rr .r r., rr .. rr. r. r'ipi'rti:'rryr •4.rriri %purr rrir rr..r ....r. rr " " "' ii.r r. rrri •.r rr�N•�i.. n•yr rrrirrirr... rr rS. r... ....•.. rr.. <r.. r... .a.....r..ir... r...rn.....i.,.... r..... r.,..r .. r r. r .. .. r • /'• rr'r...!1 rr. r _.., r.. .. ..r. ..! :! .!. ! .!• : .:!.. 5•i %r r. r., S CARPET VINYL 60 °x32" WOOD BURN FIRE PLACE LIVING RM. EXISTING 6 ' -8' b' -4° CARPET EGRESS IBEDRM c Q) o U cn w 6m "x32" y •i5irrrp i...i, r ARCHWAY FILL IN OPENING EXISTING ENTRY NEUJ PATIO LINEN EXISTING SEDRM 41' -0° 5' -I0° EXISTING IBEDRM EXISTING 3EDRM PROPOSED 43'-c21' AN FLOOR PLAN COSTRUCTION NOTE: * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DEMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED * NO FEILD ALTERATIONS WILL BE AUTHORIZED . UNLESS ACCOMPANIED BY REVISED DRAWINGS. SCALE : bO8 'fSl WORK PERFORMED BY THE KtyltvvcL ruK CODE COMPLIANCE APPROVED OCT 2 4 2008 City Of Tukwila B f UILDING DIVISION RECEIVED CITY OF TUKWILA SEP,tf PERMIT CENTER 1 -0I SMOKE DETECTORS 0 SD INSTALL SMOKE DETECTORS PER CODE AREA CALCULATION MAIN FLOOR: LOWER FLOOR: TOTAL: EXISTING 1,000 SF. 1,025 SF. 2,025 SF. GRAND TOTAL: 2,871 SF. PROPOSED 396 SF. 450 SF. 846 SF. CONTRACTOR. w I- 0 These plans are copyrighted in accordance with federal statutes. Reproduction by any method of all, part or variations thereof without written permission from The Residential Group, LLC. is expressly prohibited. 0 0� Il a � c 2 a) C1.4 41. O w �� r FB 1 N E-1-4 149 4, BY: DATE: CHECKED: SHEET NO. A4 JOB NO. 8.T. 9/3/08 B.T. 5 08-SD1OO i COMPOSITION ROOFING 15 "' FELT PAPER 1/16" 514EATNING ROOF FRAMING PER PLAN INSULATION BAFFLE — VENTED BLOCKING AT REQUIRED BAYS 5/4 x S FASCIA CONTINUOUS METAL GUTTER 2x6 STUDS a 16' O.C. - TYP. R -21 INSULATION 7/16" PLY OR 0515 SWT'G - TYP. TYVEK WRAP - TYP SIDING PER ELEVATION 3 / 4G PLYWOOD GLUED 4 NAILED FLOOR JOISTS PER PLAN WINDOW 14DR. PER PLAN - TYP. 5/4 TRIM SURROUND - TYP. WINDOW W/ INS. C -.LA55 - TYP. 2x6 5TUD5 9 16' O.C. R -21 INSULATION 1/16" PLY OR 055 5NEATNING SIDING PER ELEVATION TYVEK WRAP 2X P.T. WOOD SILL Ir 4" m CONT. TI HTLINE TO STORM SE ER 4' m PERF. PLASTIC FTG. DRAIN 5ET IN WASHED GRAVEL W/ FILTER FABRIC OVER I- 11 4" CONC. SLAB OVER 6 MIL PLAS. VAP. BARRIER TYPICAL WALL SECTION S INSULATION R -10 RIGID PERIMETER INSULATION (2) LIN. FT. AS SHOWN PL SJBFL N.T.5. NOTE: 1/16" SHEATHING NOT REQUIRED ON EX T. WALLS UJHERE T1-11 SIDING IS SPECIFIED (UNLESS DOTED OTHERWISE IN THE SI—EAR WALL SPEC F CATIONS) 2 x 6 STUDS e 16"o.c. W/ R -21 INSULATION COMPOSITION ROOFING ON 15 'FELT UNDERLAYMENT ON 1/16" PLY OR 051 SNEATNING TYPICAL. 1 LA INING RM. MFR. TRUSSES PER PLAN e 24' O.G. PER MFG. SPECS. TYP. FL JOISTS A5 PER PLAN KITCHEN /DINING «, r' CO ■G. SLAB OVER 6 MIL PLAS. VAP. BARRIER STAIR R -35 INSULATION 4" CONT. TIGNTLINE TO STORM SEWER 2 x 6 STUDS e 16 "o.c. W/ R -21 INSULATION OX. GRADE 4' PERF. PLASTIC FTG. DRAIN SET IN WASHED GRAVEL UJ/ FILTER FABRIC OVER CONC. FTG. AS PER PLAN tvomottuled lAYNAK. 1?-- to coi-Ciel p,.. b6hk1 wows A4a0444.4 4-14744 eAm CAi*L fcew 41412 .. Vkisec 4)-1 NEW PROPOSED ADDITION R -10 RIGID PERIMETER INSULATION (2) LIN. FT. — AS SHOWN SECTION A TYPICAL ROOF CONSTRUCTION - COMPOSITION ROOF SHINGLES - 15* ROOFING FELT - 1/10' 5HEATHING RATED 24/10 - STRUCTURAL SYSTEM AS NOTED ON FRAMING PLAN - R -3S INSULATION - 5/S" CxWB. CEILING - 1 /8" TO I /4" MESH SCREEN OVER OPENINGS - NET OPENING AREA MINIMUM 1/150 OF vENTED AREA OR 1/300 IF 50% -SO% OF VENTING NEAR TOP OR VAPOR RETARDER - PROVIDE I" MINIMUM CLEARANCE BETWEEN INSULATION AND 5HEATHING AT VENTS PER IRC SECTION R0 &.3 TYPICAL WALL CONSTRUCTION - SIDING AND /OR VENEER PER ELEVATION - liloA °LY OR 05B SHTG.( U.N.O ) - TYVEK BUILDING WRAP OR EQ. - 2Xe STUDS a 1 &" O.G. EXTERIOR WALLS UN.O. EXTERIOR WALL NOTCH 2S%, BORING 40% 0% BORING IF DOUBLED 4 NOT MORE THAN TWO SUCCESSIVE STUDS. - 2x4 STUDS 6 16" D.G., INTERIOR PARTITIONS (2Xe a PLUMBING WALLS) NON- BEARING WALL MAXIMUM NOTCH 40%, BORING 00% HOLES NO CLOSER TI-4E 5/8 INCH TO FACE OF STUD - R -2I INSULATION WITH VAPOR BARRIER - 1/2" GJJB. INTERIOR SHEATHING TYPICAL FLOOR CONSTRUCTION - FINISHED FLOOR PER PLANS - 3/4" T4G PLYWOOD SUBFLOOR (GLUE AND NAIL) - FLOOR JOISTS PER PLAN - R -30 INSULATION OVER UNHEATED AREAS PER EXISTING SCALE : I/4 1 ' -0 " WRAP P.T, 6 x 6 POST TO 12" COLUMN W/ CAP & BASE TRIM TYP. AP PROX_GRADE 108 -431 KtVltvvtt ruk CODE COMPLIANCE APPROVED OCT 2 4 2008 City Of Tuk wila B ILDING DIVISION RECEIVED CITY OF TUKWILA SEP 1'0.2008 PERMIT CENTER COSTRUCTION NOTE: * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DEMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FEILD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. I W Q q These plans are copyrighted in accordance with federal statutes. Reproduction by any method of all, part or variations thereof without written permission from The Residential Group, LLC. is expressly prohibited. BY: B.T. DATE: 9/3/08 CHECKED: B.T. SHEET NO, A5 JOB NO. 08-SD 0 0 t i JOISTS: WOOD TYPE: 2X4 2X6 OR LARGER HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi BEAM DF -L #2 - Fb =9O0 psi, Fv =18O psi, Fc =1350 psi, E =16000OOpsi DF -L #2 - Fb =875 psi, Fv =170 psi, Fc =600 psi, E =1300000psi 4X 6X OR LARGER STUDS HF #2 - Fb =975 psi, Fv =15O psi, Fc =13OO psi, E =1300000psi HF #2 - Fb =975 psi, Fv =150 psi, Fc =130O psi, E= 1300000psi 2X4 2X6 OR LARGER POSTS HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E =130OOOOpsi HF #2 - Fb =975 psi, Fv =15O psi, Fc =1300 psi, E =130O000psi DF -L #2 - Fb =750 psi, Fv =170 psi, Fc =700 psi, E =1300O00psi 4X4 4X6 OR LARGER 6X6 OR LARGER WALL MARK SHEATING TYPE SIDES SHEAR PANEL EDGE NAILING FIELD NAILING PANEL EDGES BASE PLATE NAILING ANCHOR BOLT DIA. & SPACING SILL PLATE SIZE HOLDOWN TYPES P1 -6 7/16" ONE 8d @ 6" O.C. 12" O.C. 2X I §d NAILS @ 8 O.C. 5/8 "0 @ 54" O.C. 2X PER PLAN GENED!AL NIES BUILDING CODE 2006 IBC EDITION OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = 12 PSF WIND LOAD = 85 MPH WIND SPEED, EXPOSURE "C" SOIL SITE CLASS "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: R -3 DEFERRED SUBMITTAL ITEMS THE FOLLOWING IS A LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PERM�T OR AS A DEFERRED SUBMITTAL ITEM: - ALTERNATIVE I- -JOIST /BEAM MANUFACTURER PLANS. - TRUSS DESIGN FOR ROOF FRAMING - HVAC SYSTEMS DESIGN - ELECTRICAL PLANS & SPECIFICATIONS (IF REQUIRED) GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN AVERAGE SOIL BEARING OF 1500 PSF PER SOILS REPORT EXTERIOR FOOTINGS SHALL BEAR 18" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVID D WITH 3"3"x1/4" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONR OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8" DIAMETER AT 6' -O" O.C. U.N.O. WITH MIN. 7" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON OR APPROVED EQUAL. C(I;NC llETE , E W MINIMUM CONCRETE COMPRESSIVE STRENGTH (f'c) AT 28 DAYS TO BE 3,000 PSI WITH 6% AIR ENTRAINED +/- 1% (FOR WEATHERING) CONCRETE "BATCH TICKET" SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH ASTM A615 GRADE 40. LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: GLUED- LAMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SINGLE SPANS & 24F -V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fe = 650 PSI (PERPENDICULAR), E = 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. PARALLAM (PSL) BEAMS SHALL HAVE THE MINIMUM PORPERTIES: Fb = 2,900 PSI, Fv = 290 PSI, Fc = 750 PSI (PERPENDICULAR), E = 2,000,000 PSI. MICROLLAM (LVL) BEAMS SHALL HAVE THE MINIMUM PORPERTIES: Fb = 2,600 PSI, Fv = 285 PSI, Fe = 750 PSI (PERPENDICULAR), E = 1,900,000 PSI. CALCULATION SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES TRUSSES SHALL BE DESIGNED & STAMPED BY A REGISTERED WASHINGTON STATE PROFESSIONAL ENGINEER AND FABRICATED FROM ONLY THOSE DESIGNS. NONBEARING WALLS S ALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT B AR ON THE WALL. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF . RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSS. MANUFACTURER- DESIGNED AND APPROVED DIAGONAL AND SWAY BRACING SHALL BE INSTALLED AS REQUIRED. ROOF /WALL SHEATHING TYPICAL WALL SHEATHING SHALL BE 7/16" AND ROOF SHEATHING SHALL BE 7/16" UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d ® 6" O.C. ® PANEL EDGES AND 12" O.C. IN FIELD. U.N.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" T&G SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON OR 64 RING SHANK AT 6" O.C. C PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. S WALL SCHE !I L E 1. FRAMING SHALL BE HEM -FIR #2 @ 16" O.C. MAX (U.N.O.). THICKNESS OF STUDS TO BE 2x UNLESS NOTED IN SCHEDULE. 2. SHEATHING PANELS MAY BE LAYED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES W/ 2x OR 3x BLOCKING PER SCHEDULE (U.N.4. ) 3. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS SHALL RECEIVE APA RATED SHEATHING OR ALL VENEER PLYWOOD SIDING OF EQUIVALENT THICKNESS AT POINT OF FASTENING ON PANEL EDGES, FULLY BLOCKED WITH MINIMUM NAILING OF 8d @ 6" O.C. EDGE, 12" O.C. FIELD. 4. NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED PER IBC TABLE 2306.4.1, NOTE (i). 5. ANCHOR BOLT SPACING IS 6' -0" O.C. UNLESS NOTED OTHERWISE IN SCHEDULE. MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF FOUNDATION PLATE. ANCHOR BOLTS SPACED NO GREATER THAN 12" AND NO LESS THAN 7 TIMES THE ANCHOR BOLT DIAMETER AT ENDS AND SPLICES. PROVIDE �4 "x3 "x3" WASHERS AT ANCHOR BOLTS. DO NOT RECESS BOLTS. 6. ALL NAILS FOR SHEAR WALLS SHALL BE COMMON OR GALVANIZED BOX NAILS (U.N.O.) PER IBC TABLE 2306.4.. ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING DIMENSIONS: 8d COMMON (0.131" DIA., 232" LONG), 8d BOX (0.113" DIA., 2V2" LONG), 1Od COMMON (0.148" DIA., 3" LONG), 1Od BOX (0.128" DIA., 3" LONG), 16d COMMON (0.162" DIA., 3 LONG), 16d SINKER (0.148" DIA., 3 LONG), 5d COOLER (0.086" DIA., 1 %" LONG), 6d COOLER (0.092" DIA., 1 7 /8" LONG) 7. 1 1 /4" No. 6 DRYWALL SCREWS (TYPE W OR S) MAY BE SUBSTITUTED FOR NAILS LISTED AS 5d COOLER OR 6d COOLER FOR GYPSUM WALL BOARD SHEARWALLS PER IBC TABLE 2306.4.5. 8. IN LIEU OF 3x VERTICALS AND BLOCKING AT PANEL EDGES, 2 -2x'S W/ 10d FACE NAILS STAGGERED AT THE SAME SPACING AS PANEL EDGE NAILING MAY BE SUBSTITUTED. PLYWOOD EDGES TO BE CENTERED BETWEEN THE 2 -2x MEMBERS (THIS ALTERNATIVE DOES NOT APPLY TO FOUNDATION SILL PLATES OR TO . WALLS WITH 8d EDGE NAILING AT 2" O.C. OR 1Od EDGE NAILING AT 3" O.C. OR 2" O.C. OR WALLS SHEATHED ON BOTH SIDES) 9. HOLDDOWNS AND STRAPS OF EQUIVALENT UPLIFT CAPACITY MAY BE SUBSTITUTED FOR THOSE LISTED IN THE SHEARWALL SCHEDULE. COORDINATE WITH MANUFACTURER TO VERIFY APPLICABILITY AND PROPER INSTALLATION METHODS OF SUBSTITUTED HARDWARE. 10. SQUASH BLOCKS REQUIRED AT ENDS OF SHEAR WALLS WHERE FULL BEARING IS NOT PROVIDED BY THE FRAMING BELOW. 11. SIMPSON MASP MUDSILL ANCHORS, EVENLY SPACED, MAY BE SUBSTITUTED (2) FOR (1) FOR THE %" DIA. SILL PLATE ANCHOR BOLTS SPECIFIED. (I.E. (2) MASP REPLACE (1) %" DIA ANCHOR BOLT) H (1) (4) (2) 1. DOUBLE STUDS AT HOLDOWN MINIMUM 2. FOUNDATION CONC. WALL PER DETAILS 100 3. SIMPSON HOLDOWN 4. TREATED SILL PLATE 5..EDGE NAIL 6. SHEATHING PER SHEAR WALL SCHEDULE I TYPICAL STRAP HOEDOWN AT FND. pINING R 1. LIVING RM. 0 BEDRM +'5 NEW PATIO an Fr MAIN FLOOR SHEAR WALL KEY PLAN SCALE: 1/8" = 1' -0" P1- P1 -6 BATH 4- LOWER FLOOR SHEAR WALL KEY PLAN SCALE: 1/8" = 1' -0" P COSTRUCTION NOTE: * CONTRACTOR TO VERIFY ALL DEMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FEILD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. WM RtVii vvtu ru CODE COMPLIANCE APPROVED OCT 2 4 2008 a y Of Tukwila INC DIVISION RECEIVED CITY OF TUKWILA SEP..1� ( 2008 PERMIT CENTER 0 z 0 I�-- l 0 W C I Q � . 00 00 C31 0 W �n 0. BY: B.T. iNk, DATE: 9/ 3/0 8 CHECKED: J.K. SHEET NO. S1 JOB NO. 08.30700 6 x 6 TREATED POST W/ 30 "X30 "X12" FTG. WI (2) #4 BARS EA. WAY TYPICAL DRILL & EPDXIED (2) #4 BARS TOP & BOTTOM OF STEM WALL. 5" MIN. EMBEDMENT INTO EXISTING STEM WALL Sc 10" TO NEW WALL EXISTING SL48 ON GRADE DRILL & EPDXIED (2) #4 BARS TOP & BOTTOM OF STEM WALL. 5" MIN. EMBEDMENT INTO EXISTING STEM WALL & 10" TO NEW WALL sY: 2X LEDGE TYP. 30 L 30 STHD8 - PROPOSED FOUN4TION PLA COSTRUCTION NOTE: * CONTRACTOR TO VERIFY ALL DEMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK, DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED * NO FEILD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. I -JOIST AT STUD WALL 1. SHEATHING AND NAILING PER (1) SHEARWALL SCHEDULE (2) (3) SHEARWALL SCHEDULE 3. SHEAR PANEL EDGE NAILING 4. 16d 6" O.C. 5. DBL TOP PLATE (4) (3) 2 BASE PLATE NAILING PER 6. PLYWOOD WEB FLOOR JOISTS PER PLAN, SECURE INTO PLATE W/ (2) 10d NAILS 7. SOLID CONTINUOUS RIM 8. FLOOR SHEATHING NOTE: SIMPSON LTP4 @ 48" O.C. REQUIRED IF PLYWOOD SHIM OCCURS AT RIM BOARD (9) SCALE: N.T.S. -' SCALE: N.T.S. 11 1 l 1 am. A■rupwwwwmmmmiRwAmmumul 1 a mi. .T; III (7) (6) (8) (5) (3) 1 -JOIST AT STUD WALL 14' -0° SCALE : I4 1' ON SHEATHING AND NAILING PER SHEARWALL SCHEDULE 2 BASE PLATE NAILING PER SHEARWALL SCHEDULE SHEAR PANEL EDGE NAILING 3. 4_ 5. DBL TOP PLATE AS OCCURS 16d TOE NAIL @ 6" O.C. 6. I -JOIST BLOCKING AT PANEL EDGES, SECURE INTO PLATE W/ (2) 10d NAILS 7. SOLID CONTINUOUS RIM 8: FLOOR SHEATHING 9. I -JOIST PER PLAN NOTE: SIMPSON LTP4 @ 48" O.C. REQUIRED IF PLYWOOD SHIM OCCURS AT RIM BOARD 203 6X8 ormommommommil (5) 6X8 NEW 4X10 NEW 4X10 DINING M. FAMILY (2) (4) PROPOSED M I N FLOOR F 4M I N& PLAN V' -0` MAX JOIST SPAN 2X10 HF# 2 @ 16" O.C. FLOOR JOISTS TYPICAL L_ J 1. EXISTING FLOOR JOISTS 2. EXISTING RIM BOARD 3. NEW LEDGER SECURED TO EXISTING RIM BOARD W/ 2 ROWS OF 16d NAILS STAGGERED @ 6" O.C. (EACH ROW) 4. NEW FLOOR JOIST PER PLAN SUPPORTED BY HANGER PER JOIST SUPPLIER 5. EXISTING STUD WALL FLOOR JOIST AT EXISTING WALL NEW 4 X 10 WOOD BEAM TO WOOD COLUMN SCALE: N.T.S. (5) (4) SIM 1. BEAM SPLICE AS OCCURS 2. WOOD BEAM PER PLAN EXISTING SCALE 3. SIMPSON BC TYPE POST CAP U.N.O. ON PLAN 4. WOOD COLUMN PER PLAN 5. SIMPSON ACE TYPE POST CAP U.N.Q. ON PLAN /4 1_ TYPICAL SLAB ON GRADE FONDATION SCALE: N.T.S. 1. SHEATHING & NAILING PER SHEAR WALL SCHEDULE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 3. FINISH GRADE OR SLAB AS OCCURS 4. PROVIDE (1) # BAR AT UPPER 12" OF STEM WALL 5. # @ 48" 0.0. W/ STANDARD HOOKS ALTERNATE BENDS 6. CONC. SLAB AS OCCURS 7. TREATED SILL PLATE W/ 5/8" DIAMETER ANCHOR BOLT @ 72" O.C. W/ 7" EMBED. (U.N.O. IN SHEAR WALL SCHEDULE) 8. (2) #4 BARS CONTINUOUS AT BOTTOM OF FOOTING WOOD COLUMN AT FOOTING WORK PERFORMED BY THE CONTRACTOR. (1) I iI 0S111111111•1111=111111 II 2. CALE: N.F.S. (2) (4) (3) boB43 1.w D 00 COLUMN PER PLAN 2. SIMPSON PB POST BASE AS OCCURS (U.N.O ON THE PLAN) 3. #3 TIES AT 10" O.C. AT PEDESTAL 4. (4) #4 DOWELS W/ ALTERNATE BEND FOR PEDESTAL 5. FINISH GRADE OR CONCRETE SLAB WHERE OCCURS 6. 12" SQUARE CONCRETE PEDESTAL (OPTIONAL) 7. CONCRETE FOOTING 8. 2 - #4 BARS EACH WAY (U.N.O. ON THE PLAN) 9. ARCHITECTURAL COVER, SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION 1. EXISTING STEM WALL & FOOTING 2. NEW STEM WALL & FOOTING PER PLAN 3. #4 HORIZONTAL REINFORCEMENT PER STEM WALL DETAIL 4. DRILL & EPDXIED (2) #4 BARS TOP & BOTTOM OF STEM WALL, 5" MIN. EMBEDMENT TO EXISTING STEM WALL & 10" INTO NEW WALL FLA\ VIEUJ CONCRETE WALL AT EXIST WAL B NaittoN SCALE: N.T.S. 1. 2x SHEAR WALL ABOVE (AS OCCURS) PER SHEAR WALL SCHEDULE. 2. I -JOIST PER PLAN SECURED TO TOP PLATE W/ 8d NAILS 6" O.C. 3. FLOOR JOIST BLOCKING @ FLOOR SHEATHING PANEL EDGES (48" O.C.) SECURED TO TOP PLATE W/ (2) 10d NAILS 4. 2x SHEAR WALL PER SHEAR WALL SCHEDULE CODE CO MPLIAN APPROVED OCT 2 4 2003 RECEIVED CITY OF TUKWILA SEP,11YNOn PERMIT CENTER JOIST PARALLEL TO SHEAR WALL 1 w F- J H s ae 411' PPP - a BY: B.T. DATE: 9/3/08 CHECKED: J.K. JOB Na 08-SD1 00 301 302 TRUSS AT STUD WALL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. GABLE END TRUSS (I) TRUSS AT GIRDER TRUSS 1, TRUSS PER PLAN 2. SIMPSON +-11 CLIP s EACH TRU55 3. STUD WALL 4. PLYWOOD SHEATHING 5. EDGE NAILING 6. 2X BLOCKING @ 24" W/ 3 -16d PER BLOCK 7. SHEAR PANEL EDGE NAILING 8. SHEATHING AND NAILING PER SHEARWALL SCHEDULE 1. EDGE NAILING 2. CONTINUOUS FASCIA WITH (2) 10d NAILS PER JOIST 3. 2x4 OUTRIGGER 12" OR LESS FROM EXTERIOR WALL @ 48" Q.C. (MORE THAN 12" FROM EXTERIOR WALL @ 24" O.C.) EDGE NAILS PER SHEAR WALL SCHEDULE 5. 2 -1Od TOENAIL OUTLOOKER THRU. TRUSS (OUTLOOKER EXTENDING MORE THAN 12" FROM EXTERIOR WALL USE A34 MIN.) 6 GABLE END TRUSS — (4) SHEATHING AND NAILING PER SHEARWALL SCHEDULE FOR WALL BELOW 7, ATTACH GABLE END TRUSS INTO DBL TOP PLATE WITH SIMPSON A35 @ 36" O.C. 8. TRUSSES PER PLAN 1. GIRDER TRUSS PER PLAN 2. VALLEY TRUSSES OR CONVENTIONAL OVERFRAMIN 3. ROOF SHEATHING CONTINUOUS BELOW OVERFRAMING. TRUSS TOP CHORDS W/O SHEATHING SHALL BE BRACED W/ 2x4 @ 24" O.C. ATTACHED W/ (2) 10d NAILS PER TRUSS 4. ROOF TRUSS PER PLAN 5. FACE MOUNT HANGER PER TRUSS MANUF. 303 VALLEY FRAME AT OVERFRAME SCALE: N.T.S. 1_ BEAM SPLICE AS OCCURS 2. WOOD BEAM PER PLAN 3. SIMPSON BC TYPE POST CAP U.N.O. ON PLAN 4. WOOD COLUMN PER PLAN 5, SIMPSON ACE TYPE POST CAP U.N.O. ON PLAN 1. PLYWOOD SHEATHING 2. 8d @ 6 Q.C. 3. 2X OVER FRAME @ 24" O.C. w/ 2 -10d TOE NAILS TO VALLEY BOARD 4. TRUSS OR RAFTER PER PLAN 5. 2X CONTINUOUS VALLEY BOARD FLAT WI 2 -led ,NAIL PER 1RU$$ TYP. NOTE: 1. PLYWOOD SI- IEATNING ON PRIMARY ROOF TRUS5E5 SNALL BE CONTINUOUS. 2 AT 2XF OVER FRAMING USE THE FOLLOWING: • 0' -4' 2X4 MIN. 4' -8' 2X6 MIN. — 2X8 MIN. 10'- 12'' - -- -2X10 MIN. 6 04 WOOD BEAM TO WOOD COLUMN SCALE N.T.S. 301 gpasolommosegeMPSODEOMMINAVAMOSSO CRICKET t 4:12 fixavawg MOSNOMOVZSEMEMOYEERAI EXISTING GABLE END TRUSS RIDGE N V I t I D 7:12 COMMON TF_JSS @ 24" O.C, zI I 300 EXISTING X00 POFO5 ROOF F4M .INCs PLAN ALL BEAMS AND HEADERS TO RE 4XS DF 0 2 AT 2Xeo BEARING WALLS, U.N.O., eo' -eJ" MAX. SPAN SHADED AREAS INDICATE OVERFRAMING, 2X6 24" O.C., U.N.O. BEARING WALLS ARE INDICATED AS SHADED WALLS PROVIDE VENTED BLOCKING AT REQUIRED TRUSS /RAFTER BAYS - ALL MANUFACTURED TRUSSES: * SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S APPROvAL * SHALL NAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION * SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION * SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE TRUSS SUPPLIER, THAT TRUSS LAYOUT SHALL SUPERCEDE TI-4E TRUSS LAYOUT INDICATED IN THE PLANS. PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. PROVIDE SOLID FRAMING EQUAL TO TI-4E WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) bo s EXISTING EXISTING KtVitvvt:L) rut CODE COMPLIANCE APPROVED OCT 2 4 2000 City Of Tukwila BUILDING DIVISION SCALE : w J 1 /4 n = RECEIVED CITY OF TUKWILA SEP,1; O° 2000 PERMIT CENTER 1 1 _ COSTRUCTION NOTE: * CONTRACTOR TO VERIFY ALL • DEMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FEILD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. w f:4 1 " 1 "" 4 o riD ix. W 401 p.mw 2 , o � U A BY: B.T. DATE: 9/3/08 CHECKED: J.K. SHEET NO. JOB NO. 08-S Dl 00