Loading...
HomeMy WebLinkAboutPermit D07-183 - CHARTER HOMES - LOT 9CHARTER HOMES LOT 9 13004 38 LN S D07 -183 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Contact Person: Name: Address: Phone: 7340600811 13004 38 LN S TUKW CHARTER HOMES - LOT 9 13004 38 LN S , TUKWILA WA City df 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 CHARTER HOMES INC 601 UNION ST, SUITE 5100 , SEATTLE WA 98101 KEVIN KAUL 601 UNION ST, SUITE 5100 , SEATTLE WA 206 -947 -2205 Contractor: Name: CHARTER HOMES INC Address: 4616 25 AV NE #598 , SEATTLE WA 98105 Phone: Contractor License No: CHARTHI962KF Value of Construction: $228,661.25 Type of Fire Protection: NONE Type of Construction: VB doc: IBC-10 /06 DEVELOPMENT PERMIT 98101 * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 05/06/2008 Fees Collected: International Building Code Edition: Occupancy per IBC: D07 -183 07/31/2007 01/27/2008 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2225 SQ FT SFR WITH 445 SQ FT GARAGE AND 80 SQ FT COVERED DECK (REFERENCE PW04 -093) PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, AND DRIVEWAY ACCESS. WATER DIST. 125 & VAL -VUE SEWER DIST. $5,027.83 2003 22 D07 -183 Printed: 07 -31 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Permit Center Authorized Signature: Print Name: /tti doc: IBC -10/06 City o,.,/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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Number: D07 -183 Issue Date: 07/31/2007 Permit Expires On: 01/27/2008 Date: 1 - 11 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit oes not pres e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfo ante of w I a orized to sign and obtain this development pe t. Signature: - ' Date: 7 �� d 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. D07 -183 Printed: 07 -31 -2007 Parcel No.: 7340600811 Address: Suite No: Tenant: 13004 38 LN S TUKW 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 CHARTER HOMES - LOT 9 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -183 ISSUED 05/18/2007 07/31/2007 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: 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. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila doc: Cond -10/06 D07 -183 Printed: 07 -31 -2007 Permit Center. 18: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other 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. 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 21: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 22: Fire hydrants shall be oriented in the direction of fire apparatus access. 23: Fire hydrant installation requires a Public Works permit. 24: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 25: Maximum grade for all projects is 15 %. 26: Adequate ground ladder access to rescue windows shall be provided. 27: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 31: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 32: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 33: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans D07 -183 Printed: 07 -31 -2007 shall be submitted to the Inspector for prior approval. 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 34: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 35: Any material spilled onto any street shall be cleaned up immediately. 36: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 37: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 50 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 38: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 39: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. 40: ** *PLANNING DIVISION CONDITIONS * ** 41: Prior to final approval the landscaping must be installed on Tract A. Please refer to the landscaping plan that was approved as part of L03 -047. Occupancy for the homes will not be granted until the landscaping is installed. doc: Cond -10/06 * *continued on next page ** D07 -183 Printed: 07 -31 -2007 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: Print Name: 41/ / doc: Cond -10/06 Date: T/7/7t� f' D07 -183 Printed: 07 -31 -2007 Company Name: Mailing Address: Contact Person: E-Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httollwww.ci.tukwilawa.us 72 Site Address: /30041 - LA-Nt. S . Tenant Name: Property Owners Name: Mailing Address: • S Contact Person: 1( 1kb 5 c 773 ,4-1 Zfo/ 12 Sr tE. a..rtT QAApplication•Forms-Applications On Line13•2006 - Permit Application.doc Revised: 4.2006 bh 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** pS E-Mail Address:_ 5..W.r.AAAAP_'_,C.Aet.A.A1 Company Name: C...4--‘4\ k-kc*-A-G ) King Co Assessor's Tax No.: 73 -or)/ Mailing Address: Co h I U t.3 t OI s1 SAAAAr- rY0 u2 cn 10 I cit Name:_ jta< 11.3 1<!-4 Day Telephone: (2.0iP) c cIA-9 - . Mailing Address: 0 A • di 00 cgr-it-r \Mk ct t 0 ) City State 0 Company Name: Mailing Address: 1%23 C .11 A- 4 2- NI - Contact Person: b-1- C.5 A1.3 s E-Mail Address: Suite Number: Floor: New Tenant: 0 Yes 0 ..No Zip •- Fax Number: (WO . City State Zip Day Telephone: (?.010 - ZzoG E Address:. k_kr...t.-k...( iP c 4/4- kint: . Fax Number: (7-crto) .7---7.---- o4'2— Contractor Registration Number: CS-1- 12—A 4-it tz W nxpiration Date: C:), i me 12-00ES ,---- ARCHI pl ans mus e a , City Day Telephone: Fax Number: State Zip State Zip 4 1 1 2.C - = ?VC - 3 o 34, • er of Record a'apgarl, 4-co 0109- 1,14- ifof City State Zip Day Telephone: 06 - 4 CVY9 Fax Number: z5 711- 0/ 53 Page 1 of 6 " f ,2.,:: r ,y is ,'i . xx ' �� '. :�.�r " ,� +4 � 'M�,7';�� �z,r .� 3 Y 2, ✓ v r s ��?'� :ls .. : ;``3 ✓,"',+r''�' ;�i,'"�' e° 11t�(`1t ff4 ; r, l x f ��emodelr�> > , s xrs '!1(I� 1t1,On t� }�XI$n$ F Y , S„ s : ,. %�'if � �,�.F y i j � .r'r a s y�' % ii g ' a I" ✓' e 4 �'� H � . n,�'�r �� UtC�t�t 5, v r lyC� �C � Itr, B / /J /0 70 '3k1c'` Floors thru Basenient kotoo y S st ij re x' t ttaclted G fi f I/445— gt* ✓ y) �f fz Go veted i�ck 60 Uncovered Deck Valuation of Project (contractor's bid price): $ "31 0 40 Existing Building Valuation: $ — Scope of Work (please provide detailed information): L�4, kxJ 14/...1c.. td t_ `( as. t'c r�I 3c Will there be new rack storage? ❑ .. Yes I .No (If yes, a separate permit and plan submittal will be required) PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, phis any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Le 8 ie Floor area of principal dwelling: ZZZ-5 Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: ✓ Compact: Handicap: Will there be a change in use? ❑ ....Yes X..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers 0-Automatic Fire Alarm .None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes 0.. No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. 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: Applictuions Fonns- Applieetions On IineU -2006 - Permit Applice6on.doc Revised: 4 -2006 bh Page 2 of 6 171/175 / L1010L L3: 01 117b3LLr7e404 1 ��yss�jy�r,��rrqq��y,����,, Scope of Work (please provide detailed information): S e �. 1 okwSla .. Water District /1125 water Availability Provided !AI W- U Kl. 0 .. Renton a. Seattle ...Sewer Use Certificate Sewer Availability Provided Ott -site Septic System —For ox site septic system, provide 2 *vim of It conr.nt septic design approved. by King Cmuttp Health Department. ktbegittictLyAtb4ApRegtiogjonet boxes Mrkh apbM: . Civil Plana Maximum Paper Size -22" z 34") Tec Information Report (Storm 0 ..b an ..bond 0 .. Insurance Easement(s) lei (mark boxes that suet * Right•ef way Use - Nonprofit for less than. 72 hours -of-way Use • No Disturbance Co auucdon/Excavatioo/Fill - Rigid-of-way Non Right -of -way .. Total Ctrl ".° cubic yards .Total Fill 5 cable yards :..Sanitary Side Sewer 0 . or Remove Utilities 0 ...Frontage Improvements ❑ ...Tragic Control ❑ ...Bad flow? vemtion • Fire Protection Irrigation Domestic Water Vi Water Meter Size... /g '? 0 ...Temporary Water Meter Sizo .. „ 0 ...Water Only Meter Size '° O ._Sewer Main Extension.... -- Public _ O ...weer Maur Extension. - Public Mailing Address. OnAp:+riannnopMnrApotxthlnp On tonso.2e$ -P knoll AoptMeMulee Revise %2fsl; en '. I u•c nuriw ❑ Ronne can before you Dig: 15555 Please refer to Phblic Works • Bulletin #i •for fees clod Winne •sheet 'all Maintenal Agreeioent(s) 0 •.Right -of-way Use - Profit for less than 72 hours 0 .. Right- of-way Use — Potential Disturbance 0 Work in I'labd Zone . . Stan Drainage ❑ .. Abandon Septic Tank 0 .. Curb Cut. ❑ .. Pavement Cot ❑ .. Looped Fire Lino ,1 11 „ wo wo# WO # Private Private PiNA1OJNFORMATION Foe Line Size at Property Lite 0 ...Water ❑ _.Sewer Monthl Smvicr 871ic Name: Number of Public Fire Hydrants) 0...Sewage Treatment Water Meter Ref ¢ upolBi Name: Mailing Address* ❑ .. Renton 0 ...Traffic Impact Analysis 0 -.Hold Harmless — (SAO) ❑...Hold Haymkss — (ROW) 0.- Grease Interceptor Q C'hanoelization ri!jrench Excavation Utility Undergrouoding 0. Deduct Water Meter S " I I'.VL VL Day Telephone: Day Telephone: Stec zip Zip Page 3 of 6 E10/ LEIELL .4.1: Ell ZE1031.4C140.4 krinmmec" num TJJ XliffiSITS ."' value of Construction —In all cases, a value of construction amount should be catered by the applicant This figure will be reviewed and is subject to possible revision by the Permit Center to oompty with =rent 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. Baling and Mcchanical Permit The Building Official may grant one or more extensions of dine 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). PhnnbinaPinit The Building Official may rant one extension of time foe an additional period not exceeding 180 days. The extension shall be requested in svridng 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 IRE STATE OF WASflINOTON. AND) AM AUTHORIZED TO APPLY FOR IRIS PERMIT. BUILDING OR AUTRO : Signature: Date APPlicaticin Acted:= 18 07 frAPPOnloongomn•AmIlvniono On Une0•21XIS • Pero* Anolloolan.nn. Itlynlinkk 1114n06 Int Date AFPlicid°11ExPirm 13-07 Datet_S f /0 7 Print Name: ehteCtL..a Day Telephone. Mailing Address: OW 4.1090/4 Sr. scrE 6,40 5'7Z- J4. ary Sire Zip Staff Page 6 of 6 Doc: RECSETS -06 RECEIPT NO: R07 -02174 Initials: WER User ID: 1655 Payee: CHARTER HOMES, INC. SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - RES 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 SET ID: 0926 SET NAME: CHARTER HOMES D06 -412 34.35 D06 -433 34.35 D06 -435 34.35 D07 -183 45.80 TOTAL: 148.85 TRANSACTION LIST: Type Method Description SET RECEIPT Payment Date: 10/04/2007 Total Payment: 148.85 Amount Payment Check 09736 148.85 TOTAL: 148.85 Account Code Current Pmts 000/322.100 90.22 000/345.830 58.63 TOTAL: 148.85 Payee: CHARTER HOMES ACCOUNT ITEM LIST: Description PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW TRAFFIC MITIGATION FEES 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 RECEIPT Parcel No.: 7340600811 Permit Number: D07 -183 Address: 13004 38 LN S TUKW Status: APPROVED Suite No: Applied Date: 05/18/2007 Applicant: CHARTER HOMES - LOT 9 Issue Date: Receipt No.: R07 -01538 Payment Amount: $1,513.38 Initials: WER Payment Date: 07/31/2007 09:40 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 9335 1,513.38 Account Code Current Pmts 000/322.100 000/342.400 000/342.400 000/345.830 104.367.120 250.00 23.50 113.00 113.00 1,013.88 Total: $1,513.38 doc: Receiot -06 Printed: 07 -31 -2007 Parcel No.: 7340600811 Permit Number: D07 -183 Address: 13004 38 LN S TUKW Status: PENDING Suite No: Applied Date: 05/18/2007 Applicant: CHARTER HOMES Issue Date: Receipt No.: R07 -00888 Initials: WER Payment Date: 05/18/2007 02:12 PM User ID: 1655 Balance: $0.00 Payee: CHARTER HOMES INC Payment Check 8966 3,514.45 ACCOUNT ITEM LIST: Description City of Tukwila BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE 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 Description Amount Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $3,514.45 2,127.24 1,382.71 4.50 Total: $3,514.45 8354 05/18 9716 TOTAL 7028.90 doc: Receiot -06 Printed: 05-18 -2007 COMMENTS: S Type of Inspection: /" / %1/4 / 1 I )r? t A /3 O �} .i4 .) di : rq- --ij 0 \ , \ i)V. i, 1 (nn 1 r 6 o rl (44 / P.m. Requester: ,--f5 : /4e -- .efit.' f fk0•9 — ft G) — A- l ( LdJftc-11 ik. . -e .b '-.- tt P Pro'ect �/f�J /f�b S Type of Inspection: /" / %1/4 / A /3 O Q A S J Date Called: Special Instructions: / Date Wanted: L/ — /0 / i P.m. Requester: Phone N c:06 7�j- X345 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspectq( \ bok_y A/Jv I Date:4 id__ O? $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 1 Receipt No.: 'Date: 1 Projec : ^ " � f ' ( f Type of Inspection: lo(4 z A-) Address: t ico 36— j,,Y 11 Date Called: Special Ins ructions: Date Wanted: a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspect Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. L3 190 - (206)431 -36 0 Approved per applicable codes. Corrections required prior to approval. Project C/14 „.,7--,,f- f t t Pi TypeAf Inspection: ice ��' c_ e. ( . v � � I Address: ' i 3 v of 3k i-V 5° Date Called: Special Ins ctions: Date Wanted: C/ Requester: Phone No: �(Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION te-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date : -a ( El $58.00 REINSPECTION FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. [Receipt No.: 'Date: Project: - (JANTE,r 11 kte C Type of Inspection: A, 1 7... r ; 0 e kJAI N.) t , Address: _../ 13004 .Ye LA/ fot;vi Date Called: Special Instructions: Date Wanted: %Aline p.m. Requester: Phone No 7,0 ' 9305 Dor/ -123 4=t— ( I NSPECTION RECORD i t Retain a copy with permit INSPECTIO NO. PERMIT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insect: Date' I 7 - C- EJ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: 7 / �MAI /((1 ype of ns ection 4/Li/VS . Address: /3D6� /3��wS Date Called: Special Instructions: Date ante / /Q b Amy U m. Requester: Phone D 6- 7/- 75oS 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 -367 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspe4Cor: Date: , $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 1 Receipt$4o: 'Date: Di7 /P3 COMMENTS: Type of Inspection: //14/ Address: 4_, /c _ ,�� -- 'V r Oue___r r 410 t / •3 roF'e_ o` (, ), l( AcerE 712 S'n --ff - , l_ A/6( SI / , A or( , Proj c t: C ( % 'w4" '4 m F ' ( Type of Inspection: //14/ Address: Date Called: Special Instructions: Date ante F / D � qa-�: �' Reg Phone N INSPECTION RECORD Retain a copy with permit 7— /c. 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. ❑ Corrections required prior to approval. f lnsPec e r ) : Date: 0 $58.00 REINSPECTION FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: 3 COMMENTS: i dre) 3s• LAI X r� ; A t U (/t1 71A nbit f Y (1 U -'4 -! c ,lit Special Instructions: Date Wanted: 2 -7 — 0 .--'` a.m. p.m. Requester: . lL -� c,�sor6cs -.� - t� � � k , i_ lAi 1 , ^mo 'l ( "f v ( ,k 7'2) A . Project: x Type of I nn ection: ‘ i dre) 3s• LAI X r� Date Called: Special Instructions: Date Wanted: 2 -7 — 0 .--'` a.m. p.m. Requester: Phone No: Dc`f / - !8' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 9- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. El Corrections required prior to approval. Inspector Date? 7- Q./ Receipt No.: IDate: $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Projgcti cy r .--7,- Type of Inspection: Address : 4 -- /300 V 38 2 4, ...S Date Called: Special Instructions: , / Date Wanted: /— / 5/o p Requester: P Phone No* 5— .26 g 4 /7 -720 E: INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /) 7 /9 3 PERMIT NO. 1 2-4 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: J(C 31AcAr A _ t o> • .Arcr:v I lnspectidA A k t i, ,NO 1Date: 0 ,ec $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. r eceipt No.: 'Date: Pro/ /1 " 4 / C Type of�n c�pJ `lls77 e t/ Address: /306 %3�Lv Called: Special Instructions: Date Wante : /// .5/D . ry Requester: Phone No J;k NSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 proved per applicable codes. COMMENTS: A $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. `Receipt No.: 'Date: 1)07/x3 44- Corrections required prior to approval. Date: 1-11 -0 Project: a ( 1 g.5 - Co 1 Type of Inspection: 1 ,.., (/$ eif rlovr rt Address: 1300 ?film 5 Date Called: 12-h/a7 Special Instructions: Date Wanted: ra207 i : a.m. ai Requester: /I I I Phone No: 2-06 7/t 7305 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ) 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 INSPECTION NO. VI Approved per applicable codes. COMMENTS: 'Inspector: INSPECTION RECORD P07- Ig3 Retain a copy with permit 0 Corrections required prior to approval. IDate: I I 2 i eld El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. r eceipt No.: 'Date: ProjQCt /9l / � / ( S/Ilf'; Type i 4 0/ Address: / Day 3e4ti ( Date Called: Special Instructions: Date Wanted: /2 /01 (2.-.; P.m. Requester: Phone .2 _6 . / 7 � z o S v INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 o07-/c93 PERMIT NO. t06)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date p a 8 ' 0 REINSPECT! QrfZ FEE REQUIR!`D. Prior to inspection, fee must be ' at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro' L / ,D��� Type of In pection: of r A/ 1 0 V2 g Lv Date Called: Special Instructions: Date Wanted: Requester: Phone N 44-27/-4 �, �„ r k INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. PERMIT NO. (206)431 COMMENTS: rive tor: Date: 14/14447 " ``_ i Z I / /(J7 P aid at 6300 South enter Blvd Suite 1 0 Call t .00 REINSPE ON FEE REQUIRED. rior to inspection, fee must be ai .. . the schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Inspection: 1 fli, — Address: — /366 -Y/3 IA/ S 4 c( - ) bk.-7 /7°*- 4 A-( r fr4 (5 /1; - /t ( if:111/5 4V, 11) Date Wanted: i Sce E e...7- i--/-/e e- —/ tc/ /2 /5/0 7 67 # ■IkeNPA- Phone No: ProjAt:i ( 1 40 1 7 , 4 2 1/ /4/1775 Type of Inspection: Address: — /366 -Y/3 IA/ S Date Called: Special Instructions: Date Wanted: i .errj; P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit 1)97 493 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-37O Approved per applicable codes. Corrections required prior to approval. El .00 REINSPECTION FEE R QUIRED. rior to inspecfon. fee must be paid at 6300 Southcenter Blvd., Suite 1 0. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of In ection: TOO / ,,z/ G 7 /) _.�a / / < _(� nl.'" /i f /J 4/".-e .17‘ / /si r° l'" *s '/ Y.9/NS • A / s (--.-p - Date / 2 d: / S /� s/ te a : '�.. Requester: /74772 7 , _ r'" S 7 7 // / 7(,% , N Project (/24/I e* //d/wc Type of In ection: TOO / ,,z/ G Address: / 3 ,O'( 3 & v✓ S Date Called: Special Instructions: Date / 2 d: / S /� s/ te a : '�.. Requester: Phone No: INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V (206)431-36 El Approved per applicable codes. Corrections required prior to approval. Inspect/ INSPECTION RECORD Retain a copy with permit / /.c ICZ-L ¢a at 6300 Southcenter Blv Suit Call the he schedule reinspection. 'Receipt No.: REINSPECTION FEE QUIRE . Prior to inspection, fee must be . 'Date: r� �A j� J v( 1 P>OT'Wii —Lei_ Type of Ins , ectiion: 4 Address: 10 38 L-N, S ate Cal l edi-U-108 Special Instru Date Wanted: f / / lo g L p.a.m. m. Requester \ idLit141,4 juoici Phone N �A 717— 7305 f 7 -? INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ) ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'll fo I � 1 ' 41 t ' ft C, Linfn -Futied (ytil-k-- Inspector: Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: COMMENTS: ( I ` , -Ty, f p ' r - (..li-- 1@ Stk:/ - ( A - S ( (,3 / c c e( . 2 )` f / 23.` / L A , ,V f ' ,? e/{-i r Project: / 1 p Type of Insp coon: /, (,Vt /"' (�•, 1 , GJ /1 vu ,./ tt ✓ r • 1 A Address: 36 � f 3 G� S A Date Called: i 13 Y �l v .' J fff Special Instructions: Date Wanted: a.m. (,1t i>(C EA q u elm �_ Requester: • Phone No/: 'Ill 7j. ? �E fP �: Ca � 'i t . rSnP��� t�to '" 'It 1 . (73Uc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. Inspector: •-' k.. F �.� Akt INSPECTION NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) orrections required prior to approval. Date: 2 r , �� �� i1 ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. Inspector: •-' k.. F �.� Akt INSPECTION NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) orrections required prior to approval. Date: 2 r , �� �� i1 ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspe ion) Adddress it !fev �� S n CI_ 727 (---a 4, pc 7( 0 7 /c)a,os (X 7_ m IN /7 a'"? PrV ow i ( 1 bk Z.e44-Of'9 Type of Inspe ion) Adddress Date Called: 2 II Special Instru tions: Date Wanted: 17 1 1 101 p.m. K. Requester: Phgne No: \ 1 ,r 7 /c)a,os i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. El Approved per applicable codes. Corrections required prior to approval. 'Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: g as - ..../... - 1,..., / f7i2 I"t4 Address: ) 3 "v 4' Suite #: . ,41 .i/1- /0r,- j_,-r.r % - .r e:,,/c"_ Special Instructions: Permits: Phone No.: 24,4 5c,7— zz 6 15 — ii ofr)rr .19.- ,Oo,, ,L, c-C.. 4-1 F;' , J-i L e).1,145 4 /G iec-_5, 14 LI F rfri,i U!!. t Project: C PI r c2. / - i,,nz. s Type of Inspection: g as - ..../... - 1,..., / f7i2 I"t4 Address: ) 3 "v 4' Suite #: 38 IAA 5 Contact Person: /ee ,.,Y, /C u L-- Special Instructions: Permits: Phone No.: 24,4 5c,7— zz 6 15 — Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: INSPECTION NUMBER %proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 Do7 - /83 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. Inspector: S ��> Date: y/s /a rs : .. theJ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Professional Engineers and Planners 2901 South 40"'. Street, Tacoma, WA 984f Tel (253) 474 -9449 Fax (253) 4 -0153 CHARTER HOMES PM TUKVI�ILLA; CHARTER HO E , 601 UNION STREET, SUITE 5110 S EATTLE, ' 'WASHINGT N 9810 WAS BASIS FOR DESIGN 2 DESIGN LOADS 3 GRAVITY ANALYSIS 4 - 26 LATERAL ANALYSIS 27 - 48 INDEX Sifts & Hill Engineers Professional Engineers & Planners 2901 S. 40th Street Tacoma, WA 98049 253 -474 -9449 Fax: 253 -474 -0153 Job Name: CHARTER HOMES PLAN 2200 Job No: 11,797 Sheet No: 1 By: GWW Date: January, 2007 gib v NMI .r BASIS WOOD: Sifts & Hill Engineers Professional Engineers & Planners 2901 S. 40th Street Tacoma, WA 98049 253 -474 -9449 Fax: 253 -474 -0153 BUILDING CODE: 2003 EDITION OF THE INTERNATIONAL BUILDING CODE. LOADS: FOUNDATIONS: CONCRETE: REINFORCING: STRUCTURAL STEEL: JOISTS 2X4 2X6 OR LARGER BEAMS WIDTH 4" OR LESS WIDTH GREATER THAN 4" LEDGERS AND TOP PLATES WIDTH 4" OR LESS STUDS 2X4 2X6 OR LARGER POSTS 4X4 4X6 OR LARGER 6X6 OR LARGER Job Name: CHARTER HOMES PLAN 2200 Job No: 11,797 Sheet No: 2 ROOF LIVE LOAD = 25 PSF (SNOW). ROOF DEAD LOAD = 16 PSF. FLOOR LIVE LOAD = 40 PSF (REDUCIBLE). FLOOR DEAD LOAD = 12 PSF. WIND LOAD = 85 MPH WIND SPEED, EXPOSURE: B. SEISMIC DESIGN CATEGORY: D. By: GWW Date: January, 2007 SPREAD FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL 18" MINIMUM BELOW FINISHED GRADE. ALLOWABLE BEARING VALUE = 1,500 PSF. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,000 PSI TO COMPLY WITH EXPOSURE REQUIREMENT OF IBC TABLE 1904.2.2(2). STRUCTURAL DESIGN IS BASED ON fc OF 2,500 PSI. PER IBC 1704.4, NO SPECIAL INSPECTION REQUIRED. BARS #5 AND SMALLER: Fy = 40,000 PSI. BARS #6 AND LARGER: Fy = 60,000 PSI. PLATES, CHANNELS, ANGLES ANDMISC. SHAPES: ASTM A36 (Fy = 36,000 psi). ANCHOR BOLTS: A307 WOOD TYPE HF#2 HF #2 DF #2 DF#2 HF #2 HF#2 HF#2 D F#2 DF#2 DF #2 GLUED - LAMINATED BEAMS (GLULAM): Fb = 2,400 PSI, Fv = 155 PSI, Fc (PERPENDICULAR) = 650 PSI, E = 1,700,000 PSI. ENGINEERED WOOD BEAMS (PARALLAM PSL): Fb = 2,900 PSI, Fv = 290 PSI, Fc (PERPENDICULAR) = 650 PSI, E = 2,000,000 PSI. IS fir ROOF 5.0 PSF INSULATION 2.0 PSF SHEATHING 2.5 PSF FRAMING 2.5 PSF 12.0 PSF BEAMS 2.0 PSF MISC. MECH., & LGTN. 2.0 PSF 16.0 PSF TOTAL DEAD LOAD ROOF LIVE LOADS: 25 PSF SNOW LOAD a DESIGN LOADS ROOF DEAD LOADS: Sitts & Hill Engineers Professional Engineers & Planners 2901 S. 40th Street Tacoma, WA 98049 253 -474 -9449 Fax: 253 -474 -0153 Job Name: CHARTER HOMES PLAN 2200 Job No: 11,797 Sheet No: 3 By: GWW Date: January, 2007 FLOOR DEAD LOADS: FLR. COVER 3.5 PSF 3/4" GWB 2.8 PSF FRAMING 2.5 PSF FLOOR FINISH 1.0 PSF MISC. 2.2 PSF 12.0 PSF TOTAL DEAD LOAD FLOOR LIVE LOADS: 40 PSF PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. M M [ 21' -8 I/2" uIP MASTER . STUB BACK 8 1/2 LEFT 21'. B 1/2" 4.2 4TUB BAC (•) 21'. 8 IA" TRUSSES • 24. OG. STUB BACK 8 1/2' L[4? li �- ---.W mom= 2(4 RAFTERS . rS41 at1a_- C M 0 0 - n 11 z �i •17,, .......--iiiia.. - - - ..„,_ _ %raw= ram •ii ry 4� f a f lit MO SIN IuI 'In MP le ra a- 71'.6 V7" u•P MASTER STUp LACK 8'.I IR• LEFT 71'. 6 In' W -7 $TUD BAC (a) 71'. S I/7• TRUSSES • 7 OG. STUD BACK D' -I I/}• LEFT .X1-7111 11.111 ,,,. :,.t V F' NMI 1 Clt • I E R l t [ l F f r SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT :CHARTER HOMES 2200 PLAN 11797 Gravity.mcd 1/24/2007 design GWW 8 chk EAB Roof Framing Plan "A + B ". 1. DOUG FIR No. 2 4X8 Roof Header NDS Table 4A CD := 1.15 b := 3.50 Fb := 900•CD d := 7.25 Fb = 1035 A: = bd b•d F := 95-CD S := 2 6 F = 109.2 bd I:= 12 Span := 6 Tw := 6 Uld := 41 •Tw Uld•Span Mmax := Mmax = 1107 8 Uld• Span Mmax := Mmax = 1025 8 f :_ fb • 2. DOUG FIR No. 2 4X10 Porch Beam. NDS Table 4A A A = 25.4 S = 30.7 Uld = 246 Mmax • 12 -S 1.5•Uld• p S 2 1 - fv:= A f = 34.8 O.K. CD := 1.15 b := 3.50 Fb := 900-CD d := 9.25 Fb =1035 A = b•d A =32.4 F — 95•C b d 2 �— D S := 6 S= 49.9 F =109.2 bd I:— 1= 230.8 12 Span := 5 Tw := 8 Uld := 41 •Tw Uld = 328 Mmax- 12 lb 1.5•Uld• Span _ d 2 12 fb = 433.2 O.K. fb = 246.4 O.K. f = 26.3 O.K. CHARTER HOMES 2200 PLAN r.. r■r v bar • SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT :CHARTER HOMES 2200 PLAN 11797 Gravity.mcd 1/24/2007 design GWW 9 chk EAB 3. DOUG FIR No. 2 4X10 Roof Header NDS Table 4A CD := 1.15 b := 3.50 Fb := 900.CD d := 9.25 • Fb = 1035 A := b d A = 32.4 b• d F := 95. CD S := 6 S = 49.9 F =109.2 bd I :- I = 230.8 12 Span := 3 Tw := 4 Uld := 41 • Tw Uld = 164 Uld • Span Mmax• 12 Mmax := 8 Mmax = 184.5 fb := fb = 44.4 f 4. DOUG FIR No. 2 4X12 garage Header NDS Table 4A CD := 1.15 b := 3.50 Fb = 900-CD d := 11.25 Fb = 1035 A := b•d F = 95.CD S := b•d 2 6 F =109.2 b.d 3 I:- 12 Mmax A max . S pan 240 5•U1d•Span Ireq Ire9 384-1800000-Amax = 126 A 5•Uld•Span4.1728 A = 0.2 384.1800000. I 1.5 Uld• Span d 2 12) A A = 39.4 S = 73.8 1= 415.3 Span := 16 Tw:= 3 Uld := 41 •Tw Uld = 123 1.5•Uld•(Sp2 d ) A f = 0.8 ` 2 12 A O.K. f = 5.5 O.K. 2 Uld 8 pan Mmax = 3936 fb := 1vlma . fb = 639.8 O.K. =33.1 O.K. CHARTER HOMES 2200 PLAN Yo .:J • SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253)474 -0153 PROJECT :CHARTER HOMES 2200 PLAN 11797 Gravity.mcd 1/24/2007 design GWW chk EAB 10 5. DOUG FIR No. 2 4X8 Roof Header NDS Table 4A CD := 1.15 b := 3.50 Fb := 900-CD d := 7.25 Fb = 1035 A := b•d A = 25.4 b•d F := 95-CD S :- 6 S = 30.7 F =109.2 bd I: - I = 111.1 12 Span := 6 Tw := 13 Uld := 41•Tw Uld = 533 Uld•Span Mmax • 12 Mmax := 8 Mmax = 2398.5 fb := fb = 938.7 O.K. 6. CHECK 3 1/8x10.5 GLB. 24F -V4 0 0 1.5 Uld Span d 2 12) fv A f = 75.5 O.K. Span := 6 LI 2 LI = 2 L2 := 4 L2 = 4 P1 .:= 2600 Uld 1 := 41. 2 U := 41.2 W1 := Uldl•L1 W1 = 1066 W2 := U1d24,2 W2 = 656 VI :_ W14,1-.5 + PI-L1 + W2-(L1 + L2•.5) Span V2 :_ W24,2-.5 + P1•L2 + W1-(L2 + L1•.5) Span m =2 m =2 V V2 — WI V = 1774.3 WI -m M := V + 2 M max = 4614.7 V max := V2 V max = 2840.3 V. 1.5 A rea := Areq = 22.5 < Ai := 32.81in OK 165.1.15 M •12 Sreq 2400 1.15 Sreq 20.1 < Si := 57.42in OK VI = 1481.7 V2 = 2840.3 CHARTER HOMES 2200 PLAN r ri IMO awl i SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT :CHARTER HOMES 2200 PLAN 11797 Gravity.mcd 1/24/2007 design GWW 1 1 chk EAB 7. CHECK 3 1/8x10.5 GLB. 24F - Span := 5 L1 := 2.5 Ll = 2.5 L2 := 2.5 L2 = 2.5 P1 := 5100 Uld1 := 41-- Uld2:= 41. 2 2 12 Amax := Span Li 240 Aieq 165.1.15 M•12 Sreq 2400.1.15 7a. DOUG FIR No. 2 4X12 garage Header NDS Table 4A CD := 1.15 b := 3.50 Fb := 900-CD d := 11.25 Fb =1035 A: = bd A =39.4 2 F := 95•CD S .- b S = 73.8 F =109.2 bd I = I = 415.3 12 Span := 8 Tw := 14 Uld := 41 •Tw Uld = 574 V := V2 - V = 2908.8 1 Areq = 23 < Ai := 32.8 tin OK S req = 29.4 < Si := 57.42in OK 2 Mmax := Uld•8pan Mmax = 4592 fb : Mmax. 12 fb = 746.4 O.K. A = 0.4 f W1 := Uldl•LI WI = 410 W2 := Uld2•L2 W2 = 205 WI•LI•.5 + P1-LI + W2•(LI + L2. 5) VI :_ Span W2•L2•.5 + P1•L2 + W1•(L2 + L1..5) V2 :_ Span m:= 2.5 m =2.5 V := V2 - W1 V = 2498.8 W1•m Mmax := V + 2 Mmax = 6759.4 1.5•Uld•(Span d l 2 12 A f =67 O.K. VI = 2806.3 V2 = 2908.8 CHARTER HOMES 2200 PLAN YID JILT LP row ADVISEE !TAIL) TTP. • c -11° Er. Era CIF UPPER FLOOR FRAMING PLAN 1/4"•V-0" 12 zZa 7 ! 3 1 j „0•,fl ..VI I.•.L Olf 0 9 .111v.• Oil 1-NU 10i (C) 11•.• i gg gg • 111 4. .0'.B • _m-.L• .9-.S ' .S ® [Jr I. - ®� Rg 1 1 1111 ii — ii CI JaL - 1 N A-J .t/1 01'4 • 1 I I .E - .9 r rot 0 11 1 „: x dE a 0 • o•.I n d-.# aSaS xo, Q LU F C ” J U / . do 7„..0�' J Il . b ooL_ * uy O r+av lAW. en ell . iii 1 , W _ . o y gal 1 1 I.. - � ii C ii X U O ridr 01.K 1 1 80 1 1 � , � 1 1 .9-.f h 11 I I m �'- a I It e • d all G.S 0 .LA t•,9 1 n � ` I 4110 iX m•.L� .9•.f ril .m•,t � 1 -; .rn a,S 9xGt) W 0 1y . i 1 fy Sl 1 is i 4 1__ Y;rz 'fir U q I ,�; 1 X Cs 1 r V4 1w'[ _J] z Z l 1 144112 III p 9 •.L .1•,Q .f•.i I AA C•d .01 0 .9 .LA G• .1, p A �1 O , z i __4i ' o Z ?4 , 191P.i^m1><N fn ..:lr- ? i. .f-.1 r I at—"M xy5.4 ,a..E. v Q rtrO9 '354— T��7•c GSwc1J lO4rW stow ..,.,.}.y lnl!. . Ki xl..r C ♦. ! W j r 4.1110..i �r�{ ��, ,ryt��.....�� 7 ! 3 1 j „0•,fl ..VI I.•.L Olf 0 9 .111v.• Oil 1-NU 10i (C) 11•.• i gg gg • 111 r • SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT :CHARTER HOMES 2200 PLAN 11797 Gravity.mcd 1/24/2007 design GWW 4 chk EAB Upper Floor Framing Plan. 8. DOUG. FIR No. 2 CF := 1.0 Fv := 95 b := 3.5 d := 9.25 4X10 Floor Header. NDS Table 4A Fb := 900•CF A := b•d b-d 2 S := ... : - Fb A = 32.4 6 12 Span := 6 Mmax Uld Span 8 9. CHECK 3 1/8x10.5 GLB. 24F -V4 PI Tw := 7 Uld := 52-Tw Uld = 364 S = 49.9 1 = 230.8 0 0 Mmax = 1638 f V max -1.5 Areq 165 M•12 Sreq 2400 Mmax • 12 fb 1.5 Uld• Span d 2 12 ) A fb = 393.8 f = 37.6 Span := 6 1.1 := 5 L1 = 5 L2 := 1 L2 = 1 P1 := 1300 Uld l := 52-j- 4 Uld2 := 80 + 52-j- + 41- 6 2 2 2 W1 := Uldl -Ll W1 = 1820 W2 = Uld2 -L2 W2 = 977 V1: W1 -L1 -.5 + P1 -LI + W2-(L1 + L2 -.5) Span V2 :_ W2 -L2 -.5 + PI -L2 + W1 -(L2 + Span m: =3.7 m =3.7 V := V2 — WI M max := V2.2 V max V = —460.3 M max = 2515.5 V max = 2737.3 . A req = 24.9 < Ai := 32.81in OK S feq = 12.6 < Si := 57.421n OK V1 = 2737.3 V2 = 1359.8 CHARTER HOMES 2200 PLAN r ..r 1�1 SETTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT :CHARTER HOMES 2200 PLAN 11797 Gravity.mcd 1/24/2007 design GWW 1 chk EAB 10. DOUG. FIR No. 2 CF := 1.0 Fv := 95 b := 3.5 d := 9.25 4X10 Floor Header. NDS Table 4A Fb := 900•CF A := b.d b•d b d S: I:- Fb =900 A = 32.4 6 12 Span := 5 Tw := 13.5 Uld := 52•Tw Uld = 702 S = 49.9 I = 230.8 UId•S p an Mmax :- Mmax = 2193.8 fb Mmax 12 fb = 527.4 8 S 11 2x10 Floor joists @ 16" on center HEM FIR No. 2 CR := 1.15 Fv := 85 b := 1.5 d := 9.25 NDS Table 4A Fb := 850•CR A := b•d 13-d 2 13-d 3 S := I :- Fb = 977.5 A = 13.9 6 12 Span := 13.5 Tw := 1.3 Uld := 52-Tw Uld = 67.6 S = 21.4 I = 98.9 Mmax 12. CHECK 3 1/8X10 1/2 GLB. (24F -V4) Thar 0 Mrret 0 Abb. V1 0 Uld. Span 2 8 1.5. Uld .( Span d fv := 11 A 12 f = 56.2 Mmax = 1540 f :_ A M max -12 Sreq 2400 Mmax. 12 fb 1.5. Uld. ( d 1 2 12 fb = 863.9 f = 43.7 a := 1 a = 1 b =4 b = 4 P1 := 2800 Span := 5 Tw := 1.3 Uld := 52-Tw + 41.3 Uld = 190.6 VI := Uld- Span + P1-- a V1 = 1036.5 2 Span V2 := Uld. + P1- b V2 = 2716.5 2 Span V := V2 V = 2716.5 S pan 2 a•b M := Uld- 8 + P1 • S an M = 2835.6 V 1.5 Are9 165 A ie9 = 24.7 < Ai := 32.81in OK S fe9 = 14.2 < Si n 3 Actual := 57.42in OK CHARTER HOMES 2200 PLAN law tiro but I SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474-0153 PROJECT :CHARTER HOMES 2200 PLAN 11797 Gravity.mcd 1/24/2007 design GWW 16 chk EAB 13. DOUG. FIR No. 2 4X10 Floor Header. NDS Table 4A 14. CHECK 4X10 DF #2 8137 0 Meet 0 Mmax _ Span -12 Amax • 240 Mmax Span := 8 Uld•Span 8 Abb. 0 14a. 3 1/2 "X11 7/8" 2.0E PARALLAM (PSL) Span := 10.5 Uld := 52. + 80 + 41 2 Uld•Span 8 Mmax = 5424.3 Vmax := Uld•Span•.5 Vmax = 2066.4 5•Uld•Span Ire 384.2000000.A A max = 0.5 Uld := 80 + 41.3 Uld = 203 S = 49.9 I = 230.8 Mmax = 1624 CF := 1.0 Fb := 900-CF Fb =900 A =32.4 12 Uld = 393.6 2 f 1.5•Uld Span _ d ) Fv := 95 A := b•d Mmax. 12 2 12 S f A M max allowble := 19, 900 -ft. lb OK V0allowble 8,035-lb OK Ireq = 102.5 Ii := 490in OK b := 3.5 b•d 2 S := 6 fb = 390.5 f = 30.4 a := 1 a= 1 b := 4 b= 4 P 1 := 800 Span := 5 Uld := 80 + 41.5 VI := U ld• Spy + P1• a 2 Span revised 11 - 12 - 04 d := 9.25 I:- 3 b d 12 2 Mmax = Uld-- Span + P1 • a•b 8 Span V1 = 87/5 Uld = 285 V2 := Uld- Span + P1• b V2 = 1352.5 2 Span V V2 V max = 1352.5 M max = 1530.6 Vim• 1.5 Areq : 95 A1eq = 21.4 < A1 := 32.38in OK M•12 Sreq : 900 S re9 = 20.4 < Si := 49.91 in OK CHARTER HOMES 2200 PLAN SITTS & HILL ENGINEERS, INC. TACOMA, WASHINGTON PROJECT _L. DESIGNED x°11 DATE JOB I 1 *7" 1r ,SHEET PROJECT OF M. • I riN•1111 •• All ' 1 " nen .1111 mug man • ■. 7111111111 ■ n. 11111111 1 /■ • ■■. ■ •n■ ■ ■ • 1111■■ ■ ■ ■ ■ ■ ■ =MIN= ■■ ■11n11. ■1111 ■/.■1111 ■11■ 111 W. ■.11. 11■ ■MOURNEnn.11. ■11Ei n • ?- -1 - ia 1Y { f 1.1 -I- - I I _. I j ..... f .._ I ..." (253) 474-9449 Z240 CHECKED DATE �.1 1 !_1J1_I bog 1f� Rev 580004 User: KW- 0602611, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENEP,CALC Engineering Software Description General Information Section Name Beam Width Beam Depth Member Type [Deflections Load Dur. Factor Beam End Fixity #1 DL @ Left DL @ Right #2 DL @ Left DL @ Right #3 DL © Left DL @ Right Summary Beam 15 5.125x16.5 5.125 in 16.500 in GluLam 1.000 Pin -Pin 352.00 #/ft 352.00 #/ft 66.00 #/ft 66.00 #/ft 370.00 #/ft 370.00 #/ft LL @ Left LL @ Right LL @ Left LL @ Right LL @ Left LL @ Right Title : Dsgnr: Description : Scope : General Timber Beam Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E 510.00 #/ft 510.00 #/ft 220.00 #/ft 220.00 #/ft 570.00 #/ft 570.00 #/ft 19.33 ft ft ft 2,400.0 psi 240.0 psi 650.0 psi 1,800.0 ksi Lu Lu Lu Start Loc End Loc Start Loc End Loc Start Loc End Loc Job # Date: 1:47PM, 24 JAN 07 0.00 ft 0.00 ft 0.00 ft 0.000 ft 13.000 ft 13.000 ft 18.000 ft 18.000 ft 19.330 ft [Point Loads M Beam Design OK Dead Load 1,435.0 lbs 1,435.0 lbs lbs lbs lbs lbs lbs Live Load 1,063.0-lbs lbs lbs lbs lbs lbs lbs ...distance 13.000 ft 18.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000ft Span= 19.33ft, Beam Width = 5.125in x Depth = 16.5in, Ends are Pin -Pin - - Max Stress Ratio 0.962 : 1 Maximum Moment 43.7 k -ft Maximum Shear * 1.5 11.9 k Allowable 45.4 k -ft Allowable 20.3 k Max. Positive Moment 43.71 k -ft at 10.052 ft Shear: © Left 8.68 k Max. Negative Moment -0.00 k -ft at 19.330 ft © Right 9.14 k Max © Left Support 0.00 k -ft Camber. © Left 0.000in Max @ Right Support 0.00 k -ft @ Center 0.562in Max. M allow 45.43 Reactions... © Right 0.000in fb 2,255.61 psi fv 140.18 psi Left DL 3.69 k Max 8.68 k Fb 2,344.12 psi Fv 240.00 psi Right DL 4.58 k Max 9.14 k 18 Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load ..4 Deflection -0.374 In -0.846 in Deflection 0.000 in 0.000 in ...Location 9.820 ft 9.742 ft ...Length/Defl 0.0 0.0 ...Length/Defl 619.6 274.14 Right Cantilever... Camber (using 1.5 * D.L. Deft ) ... Deflection 0.000 in 0.000 in v © Center 0.562 in ...Length/Defl 0.0 0.0 © Left 0.000 in @ Right 0.000 M Page 1 11797.ecw:Cal culations \r' Description Rev: 580004 User: KW- 0602611, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Beam 15 Bending Analysis Ck 22.210 Le Cv 0.977 Rb M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant Location = @ Left Cant. Location = 0.000 ft 0.000 Max Moment 43.71 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 11.32 k 47.174 in2 240.00 psi 8.68 k 9.14 k •0.00 ft _0.00 ft 0.00 ft Sxx 232.547 in3 CI 8680.915 Sxx Req'd 223.77 in3 0.00 in3 0.00 in3 @ Right Support 11.85 k 49.392 in2 240.00 psi Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Dsgnr: Description : Scope : General Timber Beam Bearing Length Req'd Bearing Length Req'd Area 84.563 in2 Allowable fb 2,344.12 psi 2,344.12 psi 2,344.12 psi 2.606 in 2.743 in Shear 8.68 k 0.00 k 0.00 k Job # Date: 1:47PM, 24 JAN 07 Deflection 0.0000 in 0.0000 in 0.0000 in 19 Page 2 11797.ecw:Calcula tions Iwo IWO J nit • 2 I1 I -F-1 JOISTS 9 MAIN FLOOR FRAMING PLAN 20 T' X N' SCREENED RIM VENT lTEPJ ONE NE 36' FROM CORNER IS) VENTS MIN. hal A • J r SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT :CHARTER HOMES 2200 PLAN 11797 Gravity.mcd 1/24/2007 design GWW 21 chk EAB Foundation Framing Plan. 16. HEM FIR No. 2 C := 1.15 Fv := 85 b := 1.5 d := 9.25 2X10 Floor Joist NDS Table 4A @ 16" O.C. Fb := 900•C A := b. b d b•d S := I :- Fb = 1035 A = 13.9 6 12 Span := 13.5 Tw := 1.3 Uld := 52•Tw Uld = 67.6 S = 21.4 I = 98.9 Uld • Span Mmax • 12 Mmax := 8 Mmax = 1540 fb :- S fb = 863.9 1.5. Uld • Span d 2 12 fv:= A fv = 43.7 17. DOUG. FIR No. 2 . CF := 1.0 Fv := 95 b := 3.5 d := 9.25 4X10 Floor Beam. NDS Table 4A Fb := 900-CF A := b•d b•d b•d S := I :- Fb =900 A =32.4 6 12 Span := 6 Tw := 12 Uld := 52•Tw - Uld = 624 S = 49.9 I = 230.8 Uld Span Mmax- 12 Mmax = 8 Mmax = 2808 fb = fb = 675.1 f 1.5•Uld•(Span d 2 12 A fv = 64.4 18. DOUG. FIR No. 2 CF := 1.2 Fv := 95.1.33 F = 109.2 b := 3.5 d := 9.25 4X10 Floor Beam. NDS Table 4A Fb := 900-CF A := b•d Fb = 1080 A= 32.4 Span := 4.833 Tw = 12 Uld := 2.52•Tw + 80 Uld = 1328 S = 49.9 1= 230.8 Uld•Span Mmax 8 Mmax = 3877.4 f Mmax- I2 fb 1.5•U1d•(Span d 1 `` 2 12 A S S := b d 2 I :- 1)-(1 6 12 fb = 932.2 f = 101.3 CHARTER HOMES 2200 PLAN SITTS & HILL ENGINEERS INC. 2901 SO. 40th St, Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 PROJECT :CHARTER HOMES 2200 PLAN 11797 Gravity.mcd 1/24/2007 design GWW 22 -hk EAB 19. Stud Wall Analysis HF # 2 H:. 9.ft F := 1300.psi CD := 1 CFb := 1.5 Cm := 1 CFt := 1 := 1 CF := 1.15 C := 1.15 Fb := 850.psi F'b := Fb•CD•CFb.Cm.CFt.CL-C Fb = 1466 psi rc := Fc F" = 1495 psi E' := 1300000. psi Axial Load Capacity (DL+LL) Slenderness Ratio (SL) SL := — h FCE ICCEE SL C := 0.8 KCE := 0 . 3 FCE = 410 psi 1 1 + FcE FCE ) FCE F"c C C -- 0.3 2.0 2•C C Axial Stress (DL+Wind) CD := 1.15 F"c := Fc•CD*CFc F" = 1719psi C C = 0.2 2-C 2•C FDL fDL := A 1 + FCE ji FCE ) F"c fr•L = 74 Psi FCE C Try - 2x4 Studs @ 16" c.c. t := h := 3.5.in A := th A = 5.3 in t.h 3 1 .= 1 = 5.4 in 12 1 S := — S = 3.1in := Ci•rc F' = 383 psi P .= F' -A max • P = 2012 lb max := [(16-psf + 25-psf)-(T) + (12.psf + 40-psf)-(7)] 1.33•fi 26-ft ft FDL [(16-psf) H+(12-psf)-( 1.33-ft 2 2 Pn, = 1193 lb < P max = 2012 lb 0.K C Fc = 387psi h C := — 2 PDL = 388 lb CHARTER HOMES 2200 PLAN ra had ii a • SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT :CHARTER HOMES 2200 PLAN 11797 Gravity.mcd 1/24/2007 design GWW 23 chk EAB Bending Stresses CD := 1.15 F'b := Fb•CD•CFb•CM'CFt' 'wind 15•psf ft 2 wwi nd' H M := M = 202 ft. lb 8 M Sreq F b fb• _ S Combined Stresses 2 f+ 1' =_0.6 < 1 O.K. USE 2x4 Studs Co? 16" o.c. F 1 — fDL F'b FCE fb = 791 psi Cont. wall Footing Design Soil Bearing Pressure (S _ Sb := 1500•psf Pn, = 11931b Fib = 1686 psi Sreq = 1.44 in < S = 3.06 in O.K. Pn 1.3341 USE 1'-4" x 8" thick Fwidth = S Fwidth = 0.6f1 continuous footing CHARTER HOMES 2200 PLAN SITTS & HILL ENGINEERS INC. 2901 .60. 40th St, Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT :CHARTER HOMES 2200 PLAN 11797 Gravity.mcd 8/20/2004 design GWW 24 chk EAB 20. w/ 15.4kips Maximum Load For 6x6 DF #2 Wood Post H: =9.ft F := 700• psi C := 1 CFb := 1 CM := 1 C := 1 C := 1 CFc := 1 E := 1300000.psi F " := F C F " = 700 psi Axial Load Capacity Slenderness Ratio (SL) SL := H h KBE E' FCE:_ SL 2 C p = := Cp , F " , C := 0.8 KCE : =0.3 F = 1011 psi 2 1 + FCE f 1 + FCE ) - F" F" c c 2C 2.0 Fc = 561 psi FCE F'c Kr C Pmax : = Pc A psf = pst plf a psf•ft 1b a plf•ft 144 6x6 DF #2 Wood Post Properties Kr := 1 h := 5.5.in t := 5.S -in A: =t.h A 30.3 in t h 3 I := I = 76.3 in 12 S:=-- S= 27.7in h C = 0 . 8 ( = 0.6 for unbraced nailed built up posts - 0.75 for bolted) 6x6 DF #2 Wood Post Pmax = 16958 lb Bay Development 2200 Plan . 21 zz a =* I!)" 0. 4•- V4• r -9• 4• -1 V?• !•-b V4• /• -11 1/1• WASONIO• GONG. PAD &/ (2) V GARS EW Y BAR • 4. Or.. STS an 4• 4' -9 l,7 3' -9 V)" 4' -I0" 3' -11/4" 2 INSTALL SID • FELT MEMBRANE AT POST TO FTG. CON& r -I0 I/2 r -I® V2• TOP a FOOTING b• IT'PIC RC WALL YMCA/ 2 PLACES 4' -11 IR• r ry NO 4 BARB ME OUT 24• NOR M� P LACES b' 4 VI • CONC. PATIO 4' -S 40 .2c2 x /SOOPsr =6000 FOUNDATION PLAN V4 «•r -m" 3x3 x /Soo t61 a. 13 3:6X 3"x /S00fsF = /8,37S CANTt. ABOVE MCE Parameters - Conterminous 48 States Zip Code - 98108 Central Latitude = 47.54683 Central Longitude = - 122.308312 MCE MAP VALUES Short Period Map Value - Ss = 151.3% g 1.0 sec Period Map Value - S1 = 52.4% g RESIDENTIAL DESIGN INFORMATION Short Period Map Value - Ss = 151.3% g Soil Factor for Site Class D - Fa = 1.00 Residential Site Value = 2/3 x Fa x Ss = 100.9% g Residential Seismic Design Category = D2 27 SITTS & HILL ENGINEERS INC. 2901 SO. 40th St, Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT: CHARTER HOMES 2200 PLAN 11797 Lateral.mcd 5/7/2007 Dsgn GWW 28 LATERAL ANALYSIS : BASED ON 2003 EDITION OF THE INTERNATIONAL BUILDING CODE, AS AMENDED BY LOCAL JURISDICTION. SEISMIC LOADS BASED ON IBC CHAPTER 16, SECTION 1617.5 R := 6.5 TABLE 1617.6.2 SDS := 1.009 CALCULATED VALUE W BUILDING /STRUCTURE WEIGHT D2 SEISMIC DESIGN CATEGORY 1.2• SDS Equation 30 -6 V :- R Redundancy Factor: Working Strength Level then becomes: p := 1.4 E:= V — p W 1.4 E =0.186 W Lateral forces will be distributed along lines of force /resistance. Lines of force /resistance will be investigated for both wind and seismic lateral loads. CHARTER HOMES 2200 PLAN Imo Imo S /4'"6" BARGE W II ■�� TRIM �► ■. _ / ■IIII 1•11111111111a,. I�III ■I3 �3II ■III 5 /4"X6" TRIM _ � � E��: ■IIII".�rII� / \. / ■� ■ ■YII ■ ■MII ■II /' -41 KEr570NE UPPER FL. R ��1 ■11•■■••■I1IIIR - . /�IIS ■%I ...dills 1•II11II ■IIII3S. =dm i!i m ■ I■ � • • • 121 IRMO I, ,asFIIisi. ■•I••■ _ III■■\ ..1•111111111111111111• 1•111111•11111•111. III6III •III ■III •III■ \.. S /II III ■IIIIEII ■IIIIEI =■•11.... — mommI1III•a61I■II61 ■ ■ ..I ■III IAI N FL. C. 'Mw FLOOR WRAP TOP OF COL. W TN 5/4' X 6' .PPER FL. C. JPPER FLOOR TX4/6(3 TRF1�� M'Xl6' GABLE VENT FETAL GUTTER e/ Mb FASCIA SEE SIDE 'EL' M'XI6 GABLE VENT COMPOSITION ROOFW METAL GUTTER o/ I"6 FASCIA Ix ®® ® ® ® ® ®® ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑❑❑❑❑ F❑❑❑❑❑❑❑❑ FRONT ELEVATION 'A' 1/4 I' -0" TT A- ba/5(3 CORNER 7X3 BEVEL OVER IX4 TRM 5/4'X6' TRM BEVEL 61DING� OPT. DOOR RIG -4T ELEVATION 'A' 1/4 " •1'•0" _(1,4 (CO _(6.4// DOD 6• OVERNANGE 6V SK FASCIA r I L 29 IX6 /RIM ABOVE 5150055 (TTPJ - IX4 SIDE TRIM (7` T V4' X m' LIGHT BLOC 5. bra two r. ..r Mri SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT: CHARTER HOMES 2200 PLAN 11797 Lateral.mcd 5/7/2007 Dsgn GWW 30 WIND USE SIMPLIFIED WIND LOAD METHOD PER IBC SECTION 1609.6. Ps= X. Iw Ps30 WIND EXPOSURE = B 85 mph 3- SECOND GUST WIND SPEED = ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE (TABLE 1609.6.2.1(4)) Iw = IMPORTANCE FACTOR (TABLE 1604.5) Ps30 = SIMPLIFIED DESIGN WIND PRESSURE (TABLE 1609.6.2.1(1)) � := 1.0 I, := 1.0 Ps30a := 14.4•psf Psa k• p = 14.41b ft Ps30b := 2.3•psf Psb :_ X'Iw Ps30b p = 2.3 lb ft Ps3oc := 10.4•psf Psc := k'Iw'Ps30c Psc = 10.4 lb ft Ps3od := 2.4•psf Psa :_ � 'IwPs30d Psa = 2.4 lb ft -2 Le = LENGTH OF THE WIND PRESSURE END ZONES Le =2a a = LEAST OF (10% OF THE LEAST HORIZONTAL DIMENSION or 0.4 x MEAN ROOF HEIGHT) BUT NOT LESS THAN (4% OF THE LEAST HORIZONTAL DIRECTION or 3'-0 ") H = MEAN ROOF HEIGHT Ls = LEAST HORIZONTAL DIMENSION bft , con gable end H:= 20.5-ft L := 40-ft at := min(0.10•L 0.4•H a = 4 ft a2 := max(0.04•L a2 = 3 ft a := if(a < a2,a2,a a = 4 ft L := 2•a L = 8 ft H 7•ft EXPOSED HEIGHT OF ROOF H2 := 4.5.ft EXPOSED HEIGHT OF UPPER FLOOR H := 8.5•ft EXPOSED HEIGHT OF LOWER FLOOR CHARTER HOMES 2200 PLAN i► I I C r r r r G n In- COMPOSITION ROOFING r GEVEI SIONS I T4€ REAR ELEVATION 'A' 1/4 ".1'.0" PCTAI GUTTER a 1.1 FASCIA UPPER FL E. 6 5/A'M' DARE! BOARD e/ bO TRIM METAL GUTTER SA "'xs' TRIM e/ b 4 FASCIA r - COITOSITIOi ROOFING K YSTONE -. IRS -a MIN EMIL meinimnismumoso Nom S/4'XM TRM k UPPER FLOOR MAN FL L MAN FLOOR C S BEVEL SIDING T • SEE SIDE TEL FRONT ELEVATION 'B' I/4 ".1'.0" RIGI -4T ELEVATION 'B' Ul F. IT UZI■■ NNW NM I ; ■ TSG _ Z SEIBEEIEBEEIEBEEI DDDDDDDD DDDDDDDD DDDDDDDD 1X6 TRM ABOVE WINDOUD (TTPJ I*4 SIDE TRIM (TTPJ ^IX4AX3 GORIER TRIM BEVEL OVER M4 TRA9 1 114' >1 Ie' LIGHT BLOCK S/4' PUU. A. UPPER FL R. UPPER FL OOR MAN R. R. J MAN FLOOR Th IF 7 OPT. DOOR r COMPOSITION ROOFING -) METAL GUTTER e/ M6 FASCIA • r . BEVEL SIDING J r -11 1 L -.1I OPT. El OD 6'OVERNA/GE "L IX6 FASCIA I A CRY. OPT. W C v PL. R. MOOR I/4 "• P -0" REVEL SIDING ✓ REAR ELEVATION 'B' I t r—I r . A "hI ...N>, I If, I • METAL GUTTER at lull FASCIA MN 12 4 -V} Ell IUI I n sr r r r alma NE ��1 .I.. 1..._ I _ . IIIMMIIIIMMIIIIIMIIMMIs EBEEIEMEI MOO DODO DEICED 14 "--- Corr eN►aLE$ =ire ML GUTTER W WI CEDAR PAbCIA DEEIEBER DDDD DDDD DDDD FRONT ELEVATION 'A' 1/4 " •1' •0" h. btMW CORNER DDS eeKL slow a r t r r EBEHIEBE DEED DDDD 0000 CONT'tt ML OMER V N bd. CEDAR FASCIA MOO 0000 DDDD FRONT ELEVATION 'B' V4" • I' -0" ar bAAAS COINER DDI BEVEL ACING O• TY! RIGHT ELEVATION 'A' va••r -m° [ I I I RIGHT ELEVATION 'B' UPPER FLOOR PLAN 1 /4 " =I' -Q" SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 Oar • a a PROJECT: CHARTER HOMES 2200 PLAN 11797 Lateral.mcd 5/7/2007 Dsgn GWW 37 Upper Floor Shear Walls Upper Floor Wall Line A: Total Wall Length: Laa := 4-ft + 7.5ft + 9ft + 3ft Plate Height: Tributary Width of Wind Exposure: TW := 28•ft•0.5 Total Wind Force V := TW81.1bff' + pm-0,0412 + p - L V Wind Shear vaa := Laa Seismic Tributary Weight: Roof := 16 psf 40 ft 28•ft 2 Roof = 8960 lb Wall := 10•psf•40•ft. Wall = 1800 lb W := Roof + Wall W = 10760 lb Seismic Force: _ (E•W) Eaa Laa E = 85.3 lb e sh ear malt Type;; Check wall section: laa := 3.ft Overturning Moment: OTM := E 1aa•H OTM = 2047lbft Dead load resisting: Roof := 16•psf•13.ft•laa Roof = 624 lb Wall := 10•psf -H laa Wall = 240 lb Total := Roof + Wall Total = 864 lb Resisting Moment: DLR := Total. — laa DLR = 1296 lb ft Net Uplift: OTM – DLR U:– laa U = 250.31b (O,OL. H,:= 8.ft V = 1933.2 lb vaa = 82.3 lb f _ Seismic Controls Design CHARTER HOMES 2200 PLAN SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT: CHARTER HOMES 2200 PLAN 11797 Lateral.mcd 5/7/2007 Dsgn GWW 38 Upper Floor Wall Line B: Total Wall Length: Lbb := 13.5.ft Plate Height: H := 8 -ft Tributary Width of Wind Exposure: TW := 28•ft•0.5 + 8ft Total Wind Force Vbb := TW 81 •lbff' + p„ + Wind Shear v bb := Vbb Lbb Seismic Tributary Weight: C (28 ft l Roof := 16•psf•40•ft• I\\ / /II + 8ftJ 2 Seismic Force: Wall := 10•psf•40.ft•H2 W := Roof + Wall (E. W) Ebb Lbb Check wall section: lbb := 13.5-ft Resisting Moment: DLR := Total- lbb 2 OTM - DLR Net Uplift: U:- lbb U = - 192.51b p (TW — L H2 Vbb = 2955.6 lb vbb = 218.9 lb ft Seismic Controls Design Roof = 14080 lb Wall = 18001b W = 158801b Ebb = 219.11b ft Overturning Moment: OTM := vbb•lbb•H,,, OTM = 23644.8lbft Dead load resisting: Roof := 16•psf.13. ft.lbb Roof = 2808 lb Wall := 10- psf -H,, lbb Wall = 1080 lb Total := Roof + Wall Total = 3888 lb DLR = 26244 lb ft ear CHARTER HOMES 2200 PLAN SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT: CHARTER HOMES 2200 PLAN 11797 Lateral.mcd 5 /72007 Dsgn GWW 39 Upper Floor Wall Line 1: Total Wall Length: LI := 17-ft + 5.5ft Plate Height: H := 8-ft Tributary Width of Wind Exposure: TW := 40•ft•0.5 Total Wind Force V := psa•Le H2 + pse(TW - Le) 14 2 + Psb'LeHr + Psd•(TW - Le) Hr V = 1410.41b Wind Shear Seismic Force: VII v1 :_ — L1 Seismic Tributary Weight: Roof := 16•psf•28.ft. ft 2 Wall := 10•psf.28• ft. H2 W := Roof + Wall ( -W ) E1. _ Check wall section: 11 := 5.5-ft Resisting Moment: DLR := Total 11 2 vl = 62.71bft Roof = 89601b Wall = 12601b W = 10220 lb Et = 84.6 lb ft DLR = 16941b ft OTM – DLR Net Uplift: U:- 11 U = 368.91b Seismic Controls Design Overturning Moment: OTM := E1.11•H„, OTM = 3722.9 lb ft Dead load resisting: Roof := 16•psf•2•ft•11 Roof = 176 lb Wall := 10•psf•H 11 Wall = 440 lb Total := Roof + Wall Total = 616 lb ►L' CHARTER HOMES 2200 PLAN SITTS & HILL ENGINEERS INC. 2901 SO. 40th St, Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474-0153 v trio Ira Li i PROJECT: CHARTER HOMES 2200 PLAN 11797 Lateral.mcd 5/7/2007 Dsgn GWW 40 Upper Floor Wall Line 2: Total Wall Length: L2 := 15.ft + 3ft Plate Height: H := 8.ft Tributary Width of Wind Exposure: TW := 40.ft.0.5 Total Wind Force V22 Psa -e) + Psc — 1 -e)'H2 + Psb'(Le)'Hr + Psd'(TW — Le)•Hr V22 = 1410.4 lb Wind Shear v2 := L2 v2 = 78.4 lb ft Seismic Controls Design Seismic Tributary Weight: Seismic Force: Roof := 16•psf.28 -ft- 0 •ft Roof = 8960 lb Wall := 10•psf•28• ft- H2 Wall = 12601b W := Roof + Wall W = 10220 lb ( E2 :- Check Aspect Ratio: Check wall section: Overturning Moment: Dead load resisting: Resisting Moment: Net Uplift: U := L2 12:= 3•ft OTM := E Roof := 16•psf•6412 Wall := 10•psf 12 Total := Roof + Wall DLR := Total • 12 DLR = 7921b ft 2 OTM — DLR 12 U = 582.1 lb E2 = 105.81bft Seismic Controls Design E2 E2 :- [ E2 = 141 1bft - ' (811 OTM = 2538.3 lb ft Roof = 288 lb Wall = 2401b Total = 528 lb CHARTER HOMES 2200 PLAN 6 � 12x10• CONC. PATIO so••o• � ,_V7 r• RISER ! 1lAx) I - 36•x36" ■ LANDING SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 r.. Itiar PROJECT: CHARTER HOMES 2200 PLAN 11797 Laterai.mcd 5/7/2007 Dsgn GWW 43 Main Floor Shear Walls Main Floor Wall Line A: Total Wall Length: La := 5•ft + 5ft Plate Height: H := 9-ft Tributary Width of Wind Exposure: TW := 20•ft•0.5 Total Wind Force v := p L H + p (TW — L + Vaa V = 3089.2 ib Wind Shear Seismic Force: Net Uplift: Va va := — La Seismic Tributary Weight: Roof := 16•psf•40•ft• � Roof = 64001b Wall := 10•psf.40.ft•(H2 + H Wall = 52001b Floor:= 12•psf•40 -ft• 20 ft Floor= 48001b W := Roof + Wall + Floor W = 164001b Overtuming Moment: Dead Toad resisting: (E• W) E La Check wall section: la := 5-ft Resisting Moment: OTM := va•la H W OTM = 13901.4Ibft Roof := 16•psf•13•ft•la Roof = 10401b Wall := 10•psf•H4. la•2 Wall = 900 Ib Floor := 12 -psf • 6.5ft• la Floor = 3901b Total := Roof + Wall + Floor Total = 23301b DLR := Total. la 2 U OTM – DLR la U = 1615.31b va = 308.91b ft E = 305.5lbft Wind Controls Design DLR = 58251bft CHARTER HOMES 2200 PLAN SITTS & HILL ENGINEERS INC. 2901 SO. 40th St, Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 Ur PROJECT: CHARTER HOMES 2200 PLAN 11797 Lateral.mcd 5/7/2007 Dsgn GWW 44 Main Floor Wall Line B: Total Wall Length: Lb := 11.ft Plate Height: H = 9-ft Tributary Width of Wind Exposure: TW := 42.ft.0.5 Total Wind Force Vb psc•(TW)•H1 + Vbb• (22 - 7) 22 Wind Shear Seismic Tributary Weight: Seismic Force: Check wall section: 1B:= 11-ft Overturning Moment: Dead load resisting: Resisting Moment: Net Uplift: Vb vb := — Lb Roof := 16•psf•40•ft• (22 + 20)•ft 2 Roof = 134401b Wall := 10•psf•40. ft- (H + H Wall = 52001b Floor := 12 •psf 40 ft • (22 + 20)-ft 2 Floor = 100801b W := Roof + Wall + Floor W = 28720 Ib (E.W) Eb Lb OTM := Eb•IB•H,,, Roof := 16•psf•1341•IB Wall := 10•psf 1B 2 Floor:= 12•psf.6ft•IB Total := Roof + Wall + Floor DLR := Total- — 1B 2 OTM - DLR U 1B Eb = 486.41b ft t DLR = 27830 lb ft U= 1847.21b OTM = 48148.9 lb ft Roof = 22881b Wall = 19801b Floor = 792 lb Total = 50601b Vb = 3871.61b vb = 352 lb ff ' Seismic Controls Design CHARTER HOMES 2200 PLAN • SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 r.. r.. r.. r.� r.. PROJECT: CHARTER HOMES 2200 PLAN 11797 Lateral.mcd 5/7/2007 Dsgn GWW 4 5 M Main Floor Wall Line C: Total Wall Length: Lc := 3•ft + 4ft Plate Height: H,,, := 9-ft Tributary Width of Wind Exposure: TW := 22•ft•0.5 V - 15) Total Wind Force Vc Psa'Le Ht + P - L + 22 Wind Shear vc := — Lc Seismic Tributary Weight: Seismic Force: Check Aspect Ratio: Check wall section: lc := 3•ft Overtuming Moment: Dead bad resisting: Resisting Moment: Net Uplift: v Roof := 16 psf 20 ft (22)-ft 2 Roof = 35201b Wall := Wall = 17001b Floor := 12•psf 40 ft (22).ft Floor = 5280 Ib W := Roof + Wall + Floor W = 10500 Ib W) E�. Lc E Ec • [2(1)] OTM := vc•lc•H Roof := 16•psf•9.ft•lc Wall := 10•psf•H lc Total := Roof + Wall DLR := Total• lc 2 OTM - DLR U lc vc = 312.1 lbff' Seismic Controls Design E, = 279.41b ft DLR = 10531b ft U = 2458.1 lb E = 419.11b ft t OTM = 8427.21b ft Roof = 4321b Wall = 2701b Total = 702 lb V = 2184.81b CHARTER HOMES 2200 PLAN SITTS & HILL ENGINEERS INC. 2901 SO. 40th St, Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT: CHARTER HOMES 2200 PLAN 11797 Lateral.mcd 5/7/2007 Dsgn GWW 46 Main Floor WaII Line 1: Total Wall Length: Ll := 6•ft + 17ft Tributary Width of Wind Exposure: TW := 40•ft•0.5 Total Wind Force V := p H + pse(TW - L + V V vl := — L1 Seismic Tributary Weight: Wind Shear Seismic Force: Check wall section: Overtuming Moment: Dead Toad resisting: Resisting Moment: Net Uplift: U Check wall section: Overturning Moment: Dead Toad resisting: Resisting Moment: Net Uplift: Roof := 16.psf•40• ft. 40 •ft 2 Wall := 10•psf.40.ft•(H + H Floor := 12•psf .40. ft. 40 ft 2 W := Roof + Wall + Floor ( E1 . L1 11 := 6•ft OTM:= Ei•11•H Roof := 16•psf•2•ft•11 Wall := 10•psf•H, 11.2 Floor := 12•psf•1.33ft•11 Total := Roof + Wall + Floor DLR := Total • 1 2 OTM – DLR 11 11 := 17-ft OTM E Roof := 16•psf•2•ft•11 Wall := 10•psf•11 11.2 Floor := 12•psf• 1.33ft•11 Total := Roof + Wall + Floor DLR := Total-- 11 2 OTM – DLR U 1 v1= 1501b Roof = 128001b Wall = 52001b Floor = 96001b W = 276001b E = 223.51b ft DLR = 4103.31b ft U = 1327.91b US >T DLR = 32940.2 lb ft U = 74.1 lb NO_ Plate Height: H 9•ft V = 3450.4 Ib TH Seismic Controls Design OTM = 12070.7 lb ft Roof = 1921b Wall = 10801b Floor = 95.8 lb Total = 1367.81b OTM = 34200.4 Ib ft Roof = 5441b Wall = 30601b Floor = 271.31b Total = 3875.3 Ib IRI CHARTER HOMES 2200 PLAN SITTS & HILL ENGINEERS INC. 2901 SO. 40th St, Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 r.� Yak PROJECT: CHARTER HOMES 2200 PLAN 11797 Lateral.mcd 5/7/2007 Dsgn GWW 47 Main Floor Wall Line 2: Total Wall Length: L2 := 4•ft + 8ft + 4ft Tributary Width of Wind Exposure: TW := 50•ft•0.5 Total Wind Force V2 := PsaLe Hi + p (TW — Le) + V22 V2 Wind Shear v2 := — L2 v2 = 243.31b ft Seismic Tributary Weight: Seismic Force: Overturning Moment: Dead load resisting: Resisting Moment: Net Uplift: U Roof := 16 psf 42 ft (40 + 10)ft 2 Roof = 168001b Wall := 10•psf•42•ft•12.5ft Wall = 52501b (40 + 10)ft Floor:= I2•psf•42•ft Floor= 126001b 2 W Roof + Wall + Floor W = 34650 Ib W) E2 := L2 Check wall section: 12 := 4•ft OTM := E Roof := 16•psf•2•ft•12 Wall := 10•psf 12.2 Floor := 12•psf • 1.33ft• 12 Total := Roof + Wall + Floor DLR := Total- 12 2 OTM – DLR 12 E2 = 403.41b ff DLR = 1823.71b ft U = 3174.71b Plate Height: H := 9-ft V2 = 3892.41b Seismic Controls Design OTM = 14522.6 lb ft Roof = 1281b Wall = 720 Ib Floor = 63.81b Total = 911.81b R CHARTER HOMES 2200 PLAN Owl Imo tor r m SITFS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253)474 -0153 PROJECT: CHARTER HOMES 2200 PLAN 11797 Lateral.mcd 5/7/2007 Dsgn GWW 48 Imo Main Floor Wall Line 3: Total Wall Length: L3 := 21-ft Plate Height: H := 9•ft Tributary Width of Wind Exposure: TW := 10•ft•0.5 Total Wind Force V3 := Psa•( -e) + Psc (TW — L V3 = 7141b Wind Shear Seismic Tributary Weight: (E. W) L3 Check wall section: 13 := 21.ft Seismic Force: V3 v3 := — L3 E3 Overturning Moment: Dead Toad resisting: Resisting Moment: Net Uplift: Roof := 16•psf•25•ft. 10 •ft Roof = 20001b Wall := 10•psf•25•ft•H Wall = 21251b W := Roof + Wall W = 41251b OTM := E3.13•H4, Roof := 16•psf•2•ft•13 Wall := 10•psf -Hw 13 Total := Roof + Wall v3 = 341b ft Seismic Controls Design E3 = 36.6 lb ft , , Shear,' DLR := Total 13 DLR = 26901 lb ft 2 OTM – DLR U:= , 13 U=- 951.71b 1 Q OL OTM = 6915.5 lb ft Roof = 672 lb Wall= 18901b Total = 25621b CHARTER HOMES 2200 PLAN 12 -11 -2007 KEVIN KAUL 601 UNION ST, SUITE 5100 SEATTLE WA 98101 RE: Permit No. D07 -183 13004 38 LN S TUKW 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 and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: - Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/27/2008, 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, XC: er Marshall, t Technician Permit File No. D07 -183 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: June 22, 2007 Charter Homes D07 -183 13004 38 LN S LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as is approved subject to the following condition(s): 1. Prior to final approval the landscaping must be installed on Tract A. Please refer to the landscaping plan that was approved as part of L03 -047. Occupancy for the homes will not be granted until the landscaping is installed. DATE: CONTACT: RE: ADDRESS: ZONING: May 24, 2007 Kevin Kual D07 -183 13004 38 Lane S LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. Update the site plan to reflect the plantings that were approved as part of the short plat process. See land use application L05 -006. DEPARTMENTS: Buil i 1 g 1 i ision Public Works Comments: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -183 DATE: 09 -24 -07 PROJECT NAME: CHARTER HOMES , LOT 9 SITE ADDRESS: 13004 38 LN S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Structural Review Required Fir "ePrevention Planning Division vn Structural ❑ Permit Coordinator ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 09-25-07 Not Applicable n No further Review Required DATE: DUE DATE: 10-23-07 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -183 DATE: 06 -15 -07 PROJECT NAME: CHARTER HOMES LOT 9 SITE ADDRESS: 13004 38 LN S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP Incomplete Structural Review Required I 1 444,_, (1)-X c 0 Fire - Prevention P annin 9 Division Structural ❑ Permit Coordinator DUE DATE: 06 -19 -07 Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -24 -07 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 ACTIVITY NUMBER: D07 -183 DATE: 05 -18 -07 PROJECT NAME: CHARTER HOMES, LOT 9 SITE ADDRESS: 13004 38 LN S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 10 B g Division P�lic Work Complete Comments: Documents/routing slip.doc 2 -28-02 ?F7 11T COOK f � , - PLAN REVIEW /ROUTING SLIP 1 �(( MLJ & ' Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: Incomplete ❑ TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: DATE: Planning Division Permit Coordinator No further Review Required DUE DATE: 06-19-07 DUE DATE: 05-22-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n/( Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: to-1)---0 7 Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: u•K REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS i�� 0.I�w ■ to Imo I Summary of Revision: 1;- 14+4 5t Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS i�� 0.I�w ■ to Imo I Summary of Revision: 1;- 14+4 5t Received by: REVISION DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF S i�� 0.I�w ■ to Imo I Summary of Revision: ( rrw (t RA'Tvo -(c) V Alc- -y 1;- 14+4 5t Received by: 14 u SA-v L REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: PROJECT NAME: tit SITE ADDRESS: REVISION LOG PERMIT NO: ( ," - � ' ORIGINAL ISSUE DATE: 1)-1 k - (please print) (please print) (please print) (please print) (please print) Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the maid far; eta' • Date: q / /o 7 Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Summary of Revision: City of Tukwila Department of Communi=ty Development 6300 Sotithcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206-431-3665 Web site: http : //www.ct.tu&wtla.wa.us • t 'g Entered in Permits Plus on b 2 appsicationslforms- applications on line revision submittal Created 8-13-2004 Revised: Plan Check/Permit Number: X07 --1g3 Steven M Mullet, Mayor Steve Lancaster, Director RECEIVED crry OF ruKwrL.A SEP 2 4 2007 ❑ Revision requested by a City Building Inspector or Plans Examiner . 'r :4 .t •. E l Project Name: : Vrro N ` ,h - �.1 E_ L , Project Address: V5 00 3S -- L t+- - S. 'TT) vJ or Contact Person: 1<c-1/41 ► rJ Koro L Phone Number:. £C Co -4 4 2 2 0 s� PROtoosfo Pero o 3ocK Li/57w / r Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center bye. City of Tukwila \applications\forms- applications on Iine'revision submittal Created: 8 -13 -2004 Revised: 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6/15 — A 7 Plan Check/Permit Number: D07-183 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Charter Homes Lot 9 Project Address: 13004 38 Ln S Contact Person: Kevin Kaul Summary of Revision: A/C) i /rL Y 7 /3 A i In. Al 7 lA/6 LP 7 *IC/ Steven M. Mullet, Mayor Steve Lancaster, Director Phone Number: 00 Ca Li 7 Z 2 01 RECEIVED Y TU KWII.A IJUN 15 20011 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: t ilTzr Entered in Permits Plus on ID -c) 7 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 —100 $23.50 101 -1,000 $37.00 1,001 — 10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for O 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME C H ' H A # ! 1 6 . F 0 1 1r s ( ) PERMIT # D07— 18S. ( o0 L 411, LN S. ) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention .50o Water /Sewer /Surface Water io o o / 07000 Road/Parking/Access / 060 oe A. Total Improvements 4 � goo 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $ /12.. (4) 5. Enter total excavation volume Enter total fill volume S cubic yards 50 cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 1 HS/ TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. (5) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101— 1,000 $37.00 for 1s 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REV IEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Last Revised Jan. 2006 2 0 $ 23-- (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 0] 01.2007 — 12.31.2007 Total Fee 0.75 $600 $5297 $5897 1 $1100 $13,242.50 $14,342.50 1.5 $2400 $26,485 $28,885 2 $2800 $42,376 $45,176 3 $4400 $84,752 $89,152 4 $7800 $132,425 $148,015 6 $12500 $264,850 $277,350 i Approved 09.25.02 Last Revised Jan. 2006 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A 1 0.75" 2.5" $300 $1 Temporary Meter 3 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay adjust estimated fees Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ 1 !'S • G. Other Fees $ 0 Total A through G $ l01$ (10) i DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ / ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 DEVELOPERS SURETY & INDEM CO 572947C 05/05/2004 Until Cancelled $12,000.00 05/06/2004 Business Owner Information Name Role Effective Date Expiration Date LUDDEN, MARK PRESIDENT 05/06/2004 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License CHARTHI962KF CHARTER HOMES INC CONSTRUCTION CONTRACTOR 602386032 CORPORATION 601 UNION STREET SUITE 5100 SEATTLE KING WA 98101 2063224393 ACTIVE GENERAL UNUSED 5/6/2004 5/6/2008 BAYDEC *022MB CAMBRPL953NE https: // fortress. wa. gov /lnilbbip /printer.aspx ?License= CHARTHI962KF 07/31/2007 Riverton Lane Lot 9 13004 38th Lane South Tukwila, WA 98168 2200 Plan Lot = 6,878 SF House = 1,600 SF Patio = 120 SF Drive = 615 SF Percent impervious = 33.95 % P - Power G - Gas C - Cable TV T - Telephone S - Sewer ST - Storm W - Water 100.03 38t 34.73 Lc ne So t 74.74 6oi Union Street Suite boo Seattle Lfa, 98101 2o6 - 322 - 4393 R = 35.00 L = 52.34 FILE COPY Permit No. Ban review cpproval Is subject to errors and omtss1on Approval of conc1action documents does nct authorize the violation cr' cr.y code r ordiranCe. Receipt of approval Fic :i c':1 co n cci:norwledgeda Ey Date: City of Tukwila BUILDING DIVISION 67.85 130t Street Sout REVIEWED FOR CODE COMPLIANCE APPROVED BUILDING DIVI$ION SEP 2 6 2007 SEP `2 (' 2007 ty Of Tukwila ty Of Tukwila 1 11 = 10 RECEIVED CITY OF TUKWILA SEP 2 4 200 PERMIT CENTER r I REVISIONS No changes shall be made to thn sco i of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. NO SIGNIFICA \T TREES ON THIS LOT. NO REPLACEMENT TREES REQUIRED. RV1SlON NO3__L_ Footing Drains, crawl drains and roof drains to connect to approved plat storm system r -1. -81/2" 2x10 TK CEDAR MI— r \\ \ // 1/ // —0� // Sxz M�rplY J 1d gxZ 1 1 GIAIVA?:11. SxZ I 'O'O r,t1 s SiSIOf �� 2x2 CEDAR CAPTh Ix4 CEDAR I' - 13/4" CONC. BATCH TICKET OR DELIVERY RECEIPT FOR 3000 PSI CONC. ON SITE FOR BUILDING INSPECTOR VERIFICATION 0 AT UNDER -FLOOR INSPECTION. CONC. SHALL BE AIR ENTRAINED, TOTAL AIR 0 CONTENT (PERCENT BY VOLUME OF CONC.) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT PER IRC TABLE 402.2. 2x2 CEDAR PICKET t 2x10 TK CEDAR 4x10 P. rry 1' -I 3/ 12"x12" "ELOWNGRADD GAURDRAILS TO SE 36" MIN. 1-11G 1-1 WITH COMPONENTS SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. STAIR GAURDRAILS TO NOT LET A 4 -3/8" SPHERE 2xS TREATED t JOIST a 16" O.G. 2xS BLOCKING A M - JOIST AT I3EA1" I I SCALE 3/4" =1' -0" 5/4x4 CEDAR DECKING ! 4x10 THE L _..1 EXISTING HOUSE FOOTING LA'rOUT 1/4" =1' -0" l0' - 0" EXISTING HOUSE L 1 POS TREATED JOIST LA (OLIT 1/4".1 SHEATHING- 2X8 HNAGER 1 3/4" SIDING�� '1 3/4" IlL @ x CE CT ION 2xS TREATED LEDGER RIM JST. — PONY WALL - -- LEDGER AT 1—I0LISE SCALE 3/4 " =1' -0" z FLASHING LEDGER TO BE ATTACHED TO HOUSE WITH TWO 1/2" DIAMETER LAG SCREWS AT 16" O.C. CPPON STAIRS r STAIRS TO SATISFY FOLLOWING: • 36" MIN. WIDTH - 10" MIN TREADS -1 3/4" MAX RISERS ▪ HANDRAIL TO BE 34" MIN TO 38" • MAX ABOVE NOSINGS 0) I I1 (w DOWN G- -BADE HANDRAIL GROVE PER IRC R31I5.6.3 (POST 12x2 CEDAR CAP C7 Lr ��1 ■ 4x10 DF TREATED FLAN VIEW 1/4".1 4x4 OF TREATED PO 2' B OW GRADE EXISTING HOUSE C. PAD • FIELD CUT ENDNOTCHES, AND DRILLED • HOLES OF PRESSURE TREATED WOOD SHALL • BE RETREATED IN THE FIELD IN ACCORDANCE • WITH AWPA M4. IRC 320.3.1 • FASTENERS FOR PRESSURE PRESERVATIVE • AND FIRE- RETARDANT - TREATED WOOD SHALL • BE OF 1-10T- DIPPED GALVANIZED STEEL, • STAINLESS STEEL, SILICON BRONZE OR COPPER. Cn EXISTING HOUSE 2x2 CEDAR TOP CAP EXPANTION BOLT 2X6 CEDAR RAIL ELEVATION 1/4".1'-0" STAIR SEC SCALE: 1/2" = I' -0 REVISION N0 Tho1 REVIIEVVED FOR CODE COMPLIANCE ' # #RQvE SEP ( 2007 City O f Tukwila B I.+!�,� 2X2 CEDAR PICKETS m 4' O.C. 3xI2 TREATED TREAD 4 STAIR JACKS 2X3 CEDAR LEDGER (NAIL. INTO STRINGER 111 /(3) IGd NAILS). CITY OF TUKWILA SEP 2 4 't1:'.11 PERMIT CENTER i r r' CV CV Q 4 Li) 0 w 0 !1 0 II - j FILE NO: DECK SI IEET OF FLOOR AREA, FT2 MINIMUM FLEX DIAMETER MAXIMUM 1-EM T14 FEET BEDROOMS MAXIMUM LENaTF+ FEET • 2 OR LESS 3 - 4 5 +ea '1 . 5 INCH • 5INCH MIN: MAX MINI MAx. 50 6 INCH MIN. ,frtAX. MIN: MAX LESS THAN 500 4 INCH (2) 65 98 80 120 80 5INCH 125 188 i40 210 501 -1000 e INCH 10 105 85 128 100 5 INCH 130 195 = 145 218 1001 - 1500 6 INCH 15 113 90 135 125 6 INCH 135 • 203 q 150 . 225 1501 -2000 1 INCH 80 120 95 143 140 210 - 155 • 233 2001 -2500 85 128 100 150 145 218 '. 160 240 2501 -3000 90 135. 4 00 KN i n M In .0 (0 I 7,1 03 Q in in in Ln Ln W—=c4rnIinQi 150' 225 165 •.248 3001 - 3500 2 95 143 5 155 233 110 255 3501 -4000 100 150 160 240 115 '263 4001-5000 110 165 110 255 185 218 5001 -6000 120 180 180 210 155 293 6001- 1000 130 1'35 190 285 205 • 308 1001-8000 140 210 200 300 215 323 8001 -9000 150 225 210 315 225' 338 GREATER THAN 5000 16 240 220 330 235 353 FAN TESTED CFM AT 025" w . MINIMUM FLEX DIAMETER MAXIMUM 1-EM T14 FEET MINMUM 5MCCTI4 DIAMETER MAXIMUM LENaTF+ FEET MAXIMUM ELE 1LJS iU 50 4iNCH 25 4INCH 10 3 50 5 INCH 90 5INCH 100 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 80 4 INCH (2) NA 4 INCH 20 3 80 5INCH 15 5INCH 100 3 80 e INCH S0 6 - INCH NO LIMIT 3 100 5 INCH NA 5INC14 50 3 100 6 INCH 45 6 INCH NO LIMIT 3 125 6 INCH 15 6 INCH NO LIMIT 3 125 1 INCH 10 1 INCH NO LIMIT 3 INTERMITTENTLY OPERATING* BATHROOMS KITCHENS 50 CFM 100 CFM CONTINUOUS OPERATION 20 CFM 25 CfM INSULATION A. CEILINGS 2 R -38 (VAULT 30) CEILINGS I. TO HAVE BAFFLES AIRSPACE ABOVE INSULATION. BAFFLES 2. ARE TO EXTEND BAFFLES 3. ARE TO EXTEND INSULATION. 15. NEW .5 = 2x6 R -21 I. ALL PRIOR WALL CA ISOLATED DURING FRAMING, .ESSED INSULATION. _. FACED BATTS ARE LAPPED AND ARE TO BE ST,.. -ED - - FACE OF STUDS. UNFACED BATTS ARE TO BE FRICTION FIT WITH 4 MiL VISQUEEN STAPLED TO FACE OF STUDS OR VAPOR BARRIER PAINT WITH DRY CUP PER RATE OF 1 MAX MAY BE SUBSTITUTED FOR 4 MIL v1SQUEEN. 4. INSULATE BEHIND TUB /SHOWER, PARTITIONS AND CORNERS C. FLOORS = R -30 I. UNDER FLOOR INSULATION iS SUPPORTED I5Y LATH, TWINE OR BY OTHER NON - COMPRESSING MEANS. EXTERIOR GLUE TO BE USED ON SUB - FLOORS. 2- SLABS iN CONDITIONED SPACES THAT ARE NO LOWER THAN 24" BELOW FINISHED GRADE ARE TO BE INSULATED WITH R -I0 EXTRUDED POLYSTYRENE FOR A DISTANCE OF 24" INWARD FRE?M• THE FOUNDATION WALL OR DOWN TO THE TOP OF THE FOOTING. MOISTURE CONTROL I. Ni4 2_ CRAWL SPACE MUST l-!AY! 6 MIL 'BLACK VI.SQUEEN GROUND COVER 3_ EXTERIOR DOORS AND WINDOWS ARE TO BE CAULKED AND WEATI4ER5TRIPPED- 4. RECESSED LIGHT FIXTURES TO LIMIT AiR LEAKAGE PER WSEC 502.4.4. N UNCONDITIONED AREAS. 5. ALL PLUMBING, ELECTRICAL AND 14VAC PENETRATIONS IN FLOORS,' WALLS AND CEILINGS ARE CAULKED AND SEALED 6. ELECTRICAL. OUTLET AND LiGHT SWITC!4 BOXES ON EXTERIOR`WALLS MUST BE SEALED AT THE BACK OF THE BOX OR EQUIPPED WiTH A FACE PLATE GASKET. 1. SOLE PLATE 15 CAULKED OR GLUED TO SUBFLOOR. a CAULKISEAL RIM JOISTS BETWEEN STORIES. S. WHEN PENETRATIONS NEED FiRESTOPING REVEAL AND DISCUSS WITH YOUR BUILDING DEPARTMENT INSP. FURNACE AND WATER HEATING 1. HEATING DUCTS OUTSIDE OF THE CONDITIONED SPACE MUST BE INSULATED TO R -a DUCT JOINTS AND SEAMS ARE TO E SEALED WITH MATERIALS LISTED AND LABELED AS COMPLYING WITH UL 161A OR UL 1815. 2. IN UNHEATED AREAS, HOT. AND COLD WATER PIPES ARE TO BE INSULATED TO R -3. 3. WATER HEATER STORAGE TANK TO BE LABELED AS MEETiNc THE I981 NATIONAL "•APPLIANCE ENERGY CONSERVATION ACT. 4. ELECTRIC WATER HEATERS SHALL NOT BE PLACED DIRECTLY ON CONCRETE SLABS BUT INSTEAD SHALL_ BE PROVIDED WiTH AN R -10 PAD BETWEEN THE WATER HEATER AND THE SLAB. 5. LAVATORIES, TUBS ANO SHOWERS ARE TO HAVE FLOW RESTRiCTORS TO LIMIT HOT WATER DISCHARGE TO 25 GPM. WOOD STOVES 1. WOOD STOVES ARE TO HAVE TICSI -1T FITTiNG GLASS OR METAL DOORS. 2. WOOD STOVES ARE TO 14AVE OUTSIDE COMBUSTION AIR. DUCTED TO FIREBOX. (MM_ 6 Sa IN NET FREE VENT AREA.) COMBUSTION AiR DUCT MUST BE EQUIPPED WITH AN ACCESSIBLE DAMPER. COMBUSTION AiR MUST ORIGINATE BELOW THE FIREBOX. 3. WOOD STOVES MUST BE WASHINGTON STATE CERTIFIED. FIREPLACES L FIREPLACES ARE TO HAVE TIGHTLY FITTING GLASS OR METAL DOORS OR EQUIPPED WITH A FLUE DRAFT INDUCTION FAN. 2. FIREPLACES ARE TO HAVE OUTSIDE COMBUSTION AIR DUCTED TO FIREBOX. (MIN. 6 SQ. IN. NET FREE vENT AREA) COMBUSTiON AIR DUCT MUST BE EQUIPPED WiTH AN ACCESSIBLE DAMPER COMBUSTION AIR MUST ORIGINATE BELOW THE FIREBOX. 3. TIGHTLY FITTING FLUE DAMPER WiTH MANUAL OR AUTOMATIC CONTROLS. DOOR U -VALUE = 0.20 1. EXTERIOR SWINGING DOOM IN HEATEp SPACE WITH MAXIMUM U -VALUE OF 0.20. GENERAL PROVISIONS 1. ALL STRUCTURAL SOFTWOOD PLYWOOD, PARTICLEBOARD, WAFER BOARD AND ORIENTED STRAND BOARD ARE STAMPED "EXPOSURE I" 2. RECESSED LIGHTS ARE I.C. RATE, !DOUBLE WALL CAN LIGHTS. PRESCRIPTIVE DESIGN REQUIREMENTS FOR INTERMITTENTLY INTEGRATED FORCED AIR VENTILATION SYSTEMS FOR RESIDENCES FOUR STORIES OR LESS MAY COMPLY WiTH v.i.A:Q.C. SECTION 303 AS INDICATED BELOW. RESIDENCES DESIGNED TO COMPLY WITI -•I WiTH SECTION 302 SHALL SUBMIT CALCULATIONS FOR REVIEW AND PER SECTION 302.1.1. SYSTEM CHARACTERISTICS NOT IDENTIFIED BELOW AND CONTINUOUSLY OPERATED SYSTEMS SHALL COMPLY WiTH SECTION 302. A. SOURCE SPECIFIC vENT1LATION REQUIREMENTS: f. EXHAUST FAN REQUIREMENTS: a. BATHS, LAUNDRtES4 POWDERS-50 CFM 9 025" W.G. b. KITCHENS - -100 CMF e 0.25" W.G. RANGE HOODS AND DOWN DRAFT RANGES MAY BE RATED AT l00CFM AT JO W_G. 2. EXi4AUST DUCT REQUIREMENTS: a. BE INSULATED TO R -4 iN . UNCONDITIONED SPACES. b. BE EQUIPPED WITH A BACK DRAFT DAMPER c. TERMINATE OUTSIDE THE BUILDING. d_ COMPLY WiTI -# TABLE 3 -3_ e. 514ALL TERMINATE NO CLOSER THAN 3' FROM OPERABLE DOORS OR WINDOWS. B. WHOLE HOUSE VENTILATION REQUIREMENT. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HAPITABLE ROOMS THROUGH THE FORCED AIR HEATING SYSTEM USiNG THE FOLLOWING METHOD. 1. FRESH AIR INLET DUCT SHALL COMPLY WITH THE FOLLOWING: b. BE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AiR STREAM 4 FT. UPSTREAM OF THE FURN. BLOWER. Bi^ INSULATE TO WHEN • LOC ATE•p WITHIN HEATED A BE PROTECTED FROM THE ENTRY OF INSECTS, LEAvES AND OTHER MATERIAL. e. NOT TO RECEIVE FRESH AiR FROM THE FOLLOWING AREA: L WITHIN TEN FEET OF AN APPLIANCE VENT OUTLET, UNLESS THE VENT OUTLET IS THREE FEET ABOVE THE FRESH AIR INLET. 2_ WHERE iT WILL PICK OF OBJECTIONABLE ODORS, FUMES, O.R FLAt IMABLE vAPOR5_ 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING FUEL BURNING API= LIri:NGES. 5_ CLOSER THAN 10' FROM A vENT OPENING OF A PLUMBING i7RAINAGE SYSTEM UNLESS THE VENT OPENING iS AT LEAST TI -TREE FEET ABOvE THE FRESH AIR INLET. 6. ATTICS, CRAWL SPACES OR GARAGES. 2. THE INLET DUCT SHALL BE EQUIPPED WITH i OF THE FOLLOWING: a. THE INLET DUCT Sh1ALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENNTILATiON CONTROL TIMER* b. A FIXED DAMPER INSTALLED AND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 3 -2 OR c_ AN AUTOMATIC FLOW REGULATION DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE OF 0.1 INCHES WATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. T1-4E INTEGRATED VENTILATION SYSTEM SHALL DEMONSTRATE COMPLIANCE WiTH VIAQC SECTION 303.1.2 B BY ON SITE FLOW TESTING OR OTHER APPROVED' MEANS. DEMONSTRATION OF COMPLIANCE SHALL BE MADE AVAILABLE FOR THE INSPECTOR AT TI-IE FINAL INSPECTION. JOS TYPE: NEW CONSTRUCTION OCCUPANCY: SINGLE FAM I L `'I' FUEL : GAS CLIMATE ZONE 1 WINDOW U- VALUE .40 DOORS U- VALUE .20 CEILING WITH ATTICS } -3S CEILING VAULTED R -30 AIE3OVE GRADE WALLS Iz -2.1 iBELOW GRADE WALLS INTERIOR R -21 BELOW GRADE WALLS EXTERIOR R -10 FLOORS R -30 SLABS R -10 PRESCRIPTIVE HEATING SYSTEM SIZING PER WASHINGTON STATE ENERGY CODE 2001 EDITION CHAPTER 9 MiN. AND / OR MAX. NUMBER OF BEDROOMS: 4 MAX. I-IEAT SYSTEM SIZE: 2225 SQ. FT. X 20 E3TU /HR = 44,500 ETU OR LESS ALL HEATING SYSTEMS SHALL 5 E DESIGNED AND INSTALLED IN ACCORDANCE WiTH INTERNATIONAL RESIDENTIAL CODE I- IEATING SYSTEM: MANUFACTURE PER CONTRACTOR VAPOR RETARDERS: FLOOR EXTERIOR T eIG PLYWOOD WALLS 4- MILL POLY OR FVA PRIMER CEILINGS .4- MILL POLY OR F'VA PRIMER NOT REQ'D AT CE i L iNG iF 12" OF Alit SPACE PRov1DED ABOVE INSULATION. VENTILATION SYSTEM SIZING PER TAIBLE 3--2 OF THE 2000 V.LA.Q.C. PRESCRIPTIVE SOURCE SPECIFIC E>CI -LAUST \/ENTILATEON PER V-iAQ.C. SECTION 3033 LOCATION KITCHEN , PClt1DER RM. LAUNDRY Mt MST. BATH PRESCRIPTIVE WHOLE HOUSE Ex1 -LAUST VENTILATION SYSTEM PER V.I_A_Q.C. SECTION 303.4 LOCATION UP FL BATH SUPPLY VENTiLAT {ON SYSTEM INTEGRATED SYSTEM WITH FLESH AIR iNTRODUCED INTO RETURN- AIR DUCT WITH MOTORIZED DAMPER. NIN. 100 CFM 50 CFM 50 CFM 50 CR1 MANUFACTURE MODEL. CFM- 25WCx BONE. WHIRLPOOL sROAN GRCAN ISROAN MANUFACTURE MODEL . KANALFLAKT 1 FANTECH FX 4XL RG8920X 550 390 100 CFM 84 cFM 84CR1 84 CFM CFM -25 WG BONES 130 CFM 14 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS MINIMUM AND MAXIMUM vENTILATION RATES: CUBIC FEET PER MINUTE (CFM) FOR RESIDENCES THAT EXCEED $ BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LiSTED FOR BEDROOMS BY AN ADDITIONAL 15 CFM PER BEDROOM. THE MAXIMUM CFM IS EQUAL TO 15 TIMES THE MINIMUM. I. FOR EACH ADDITIONAL ELBOW SUBTRACT 10 FEET FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT .PEERMiTTED WITH .FANS OF T14i6 .SIZE. ode � �� ��"'� e No o c 3! Oe~s shall b made r- " r+ .. prier r.• c G 0 SEPARATE PERMIT REQUIRED FOR: ?Mechanical Electrical , � !umSing u Ga Is Piping City of 1;.4kwi!a BUILDIN ; DIVISION TAME 3 -J MINIMUM SOURCE SPECIFIC vENT1LATIoN CAPACITY .RF01IIREMENTS TAME 3 -2 TAME 3 ®3 PRESCRIPTIVE EXHAUST DUCT SIZING Permit No. V d Plan review epproval Is subject to attars and omissi c: C vau tiara documents does not authorize th2 I , (77.7 c ccepzed code or ordinance. Receipt of E.; - ; ; _' i c::-/ 7d con s adcnot viedged ■9/3 //, 7 City of Tukwila BUILDING DIVISION as 07"1- ($3 RECEIVED MAY 18 2007 PERMIT CENTER trl m" 4 1 LI.1 «_ I aczt ffi i--0 w Y! tu 0 N PILE NO: 603- EC I SWEET 4 ENERGY : PROJECT: N U TOP OP FOOTING 6" BELOW FND WALL TYPICAL- 2 PLACES r 1/ ""_ 11 -0" NO 4 BARS STUB OUT 24" HOR AT 8" OC TYP, 2 PLACES 1 FOUNDATION PLAN UJ NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at Least 20 feet of %" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) NOTES : REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2007 City Of Tukwila BUILDIN DIVISION • ALL FNP. STEM WALLS TO SE 8" T- HiCK.LEND. • 6 MIL. BLACK VAPOR BARRIER OVER ENTIRE CRAWL AREA 18" MIN. CLEARANCE UNDER FLOOR JOISTS. I2" MIN. CLEARANCE UNDER FLOOR JOIST SUPPORT [BIRDERS. • SOLID BLOCKING OVER SUPPORTS. • ALL FTCsa TO BEAR ON UNDISTURBED SOIL MIN. 2000 lbs. PSP. • FOUNDATION STEEL PER E NIGINEER • 4x6 POSTS TYP. BEAM SPLICES, • ALL BEAMS TO BE 4x10 OF *2 UNLESS NOTED OTHERWISE • ALL REAMS AND HEADERS TO SE VERIFIED WITH STAMPED ENGINEERING CALCULATIONS. THIS oFFICE MUST BE NOTIFIED WITH ANY VARIATIONS BEFORE PROCEEDING. • ALL WOOD MEMBERS N CONTACT WITH CONCRE'T'E, OR WITHIN Fo" OF SOIL TO SE OF PRESSURE TREATED MATERIAL OR OF A SPECIES NATURALY RESISTANT TO DECAY AND INSECTS. ANCHORE BOLTS, WASHERS AND SPACING PER ENG. `I Ica I L 1 r - - -1 1 4x4 POST ON 24 "X24 "x5" TI-K- 1 • 1 W/ (3 ) S.E.W. CONC. PAD L 2 4x4 POST ON 16 "XI6"x8" THK. w/ (2,4 S.E.W.CONC. PAP 4x4 POST ON 30 "X30 THiC w/ (4Y4 B.E.W. CONC. PAD 4x4 POST ON 36 °X36 "x12" THK w/ (5) B.E .W. CONC. PAD RECEIVED MAY 18 2007 L _ 3 J PERMIT CENTER 4 FILE 6066 SWEET 1 OF FOUNDATION PLAN CHARTER 1-10MES PLAN 2200 lull L -ioz E f s: + y � " � \ , CRAWL SPACE r t 0 m r, MIL BLACK 'VISG2UEEN' VAPOR BARRIER M OVEt2 ENTIRE CRAWL SPACE. 12" MIN. CLEARANCE UND R BO JOISTS. 1. 2 1'-3 -1 1/2 �� 3'-4" ' -'a 3/4' 3' -1" 4' -9 1, ' -9 1/2" 3'-9 1/2" . 4' -10" 4' -10" 3' -1 1/4" 1 1 2' -I ,N LOVE , . s' x10 (via f f r ` o- \ r (1/149 (1/149 4(1/149 I / I - -- I 1 I r -----I 1 I r - 4 440 c1J14') f -� 1 r 0 • t.,', ii Z/l O Z I : :. Y , ' .„•, a .�. r w tit ,.. -10- 1:11 . , I— — 312 J _ 7-- — _,, -1- r 2 $ — t 2 r f L_ —J L_ J L —J L 4x6 ' BEAM SPLICES 24 r 18J � _I a. - zt • $1.4S INSTALL 'a0 *FELT 103 MEMBRANE AT 17 1, -0" Su �2 gn f POST TO FT& COQ 0 - E) -\ ' -2"`I 1/2" - 211/2" • 16 CONC. f ,, 4' -3-" . Q �� '-6:. .}/2" I - ' � ` STOOP ' , . -' -1" PAD 4' - 1/4" w /(2).4L3A1 SEU. 1 1 I::: 1' -9" 4' -1 1/ 1/4"I ' V SuCK0L1T FOR OPT. 3 DOOR I . : 1 I 1 .. , CONC. SL 1 L 14x10 ( D . 1— 1 in 1 I - } _ ___ -. . . 2 I L 1 1 1 � I L r I 1 L yi n _ 4x6 4x 1 1 lit 40-">:10" CDNC /// PAD w/ (2) *4 BARS LONG wAYS 4 (4) *4 PARS SHORT WAYS r 4, � I It VI 0 �-) • 4C\)'' g � ' LNP POST TO UNL7I= RSII]E OF PLYWOOD .FLOOR TYPICAL. 1 , 4" CONC. SLAB - LOP I T T.___A . -:- -. ANCHOR BOLA' 1 Iii.8 3" TOWARDS OH. DOORS 104 m O Q - . -4 `y 0 4 � � .►at , ti P P It 8. 1 3 1 *4 SAR I 101 4 FD N. 1 1+L EDCc_ SL1 rl - Q i 1 3 '_ 0 , r 1 r A. I I Q�Tx 1 1 � ,� ` 6'_6' ` -r- 1 ! � , '. I 3'_0 1/2 1 r r I I I I- I I I 1 I CONC. PORCH 1 - , �. ' +3r . �, CONT. FOOTING 4 'e dr. - � l --, r - -� F r 8 - S " N U TOP OP FOOTING 6" BELOW FND WALL TYPICAL- 2 PLACES r 1/ ""_ 11 -0" NO 4 BARS STUB OUT 24" HOR AT 8" OC TYP, 2 PLACES 1 FOUNDATION PLAN UJ NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at Least 20 feet of %" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) NOTES : REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2007 City Of Tukwila BUILDIN DIVISION • ALL FNP. STEM WALLS TO SE 8" T- HiCK.LEND. • 6 MIL. BLACK VAPOR BARRIER OVER ENTIRE CRAWL AREA 18" MIN. CLEARANCE UNDER FLOOR JOISTS. I2" MIN. CLEARANCE UNDER FLOOR JOIST SUPPORT [BIRDERS. • SOLID BLOCKING OVER SUPPORTS. • ALL FTCsa TO BEAR ON UNDISTURBED SOIL MIN. 2000 lbs. PSP. • FOUNDATION STEEL PER E NIGINEER • 4x6 POSTS TYP. BEAM SPLICES, • ALL BEAMS TO BE 4x10 OF *2 UNLESS NOTED OTHERWISE • ALL REAMS AND HEADERS TO SE VERIFIED WITH STAMPED ENGINEERING CALCULATIONS. THIS oFFICE MUST BE NOTIFIED WITH ANY VARIATIONS BEFORE PROCEEDING. • ALL WOOD MEMBERS N CONTACT WITH CONCRE'T'E, OR WITHIN Fo" OF SOIL TO SE OF PRESSURE TREATED MATERIAL OR OF A SPECIES NATURALY RESISTANT TO DECAY AND INSECTS. ANCHORE BOLTS, WASHERS AND SPACING PER ENG. `I Ica I L 1 r - - -1 1 4x4 POST ON 24 "X24 "x5" TI-K- 1 • 1 W/ (3 ) S.E.W. CONC. PAD L 2 4x4 POST ON 16 "XI6"x8" THK. w/ (2,4 S.E.W.CONC. PAP 4x4 POST ON 30 "X30 THiC w/ (4Y4 B.E.W. CONC. PAD 4x4 POST ON 36 °X36 "x12" THK w/ (5) B.E .W. CONC. PAD RECEIVED MAY 18 2007 L _ 3 J PERMIT CENTER 4 FILE 6066 SWEET 1 OF FOUNDATION PLAN CHARTER 1-10MES PLAN 2200 2x10 14F*2 JOISTS 9 16" O.C. l ..u.i l ... 1 __f__1__1_ _I_ 1 ∎1111i111111101 1 I { I 7 C II' T L —ma �1�1���1�1•l��lli MAlhl FPLAN 1 /4 ",. 1 /2" .1` 0 1 r 1 1 1 I I I 1" X 14" ScREJ NED RIM VENT (TYP.) ONE MIK 36" FROM CORNER CS) VENTS MIN. mrti Er3 CRAWL SPACE VENTILATION 1113 5Q. FT. AREA _ 391 5Q FT. REQUIRED 300 TYP. VENT 1 "x14" x .15 = 51 $Q. FT. PER VENT 144 VENTS REQUIRED 391 = 7,61 USE MIN. OF $ VENTS 51 ONE VENT MAX. 36" FROM CORNER FOR CROSS vENTILATION, P " R 8406.2 ExCFPTICN NO. 2 NOTE: OR 1 I61/2" >( 201/2" FRAME -OUT FOR FURNACE WARM -A1R DUCT, MECHANICAL CONTRACTOR TO VERIFY SIZE . LOGATIOK 0 15" X 24" FRAME -OUT FOR CRAWL ACCESS. • ALL FLOOR JOISTS TO BE 2x10 H.F. 0 2 0 16" O.- UNLESS NOTED. • ALL FLOOR JOIST TO BE BLOCKED a BEARING. - SEE FNDN. PLAN FOR BEAM SIZES. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2007 City Of Tukwila BUILDING DIVI - . ION • ALL BEAMS AND HEADERS TO BE VERIFIED W1114 STAMPED ENGINEERING CALCULATIONS. THIS OFFICE MUST BE NOTIFIED WITH ANY VARIATIONS BEFORE PROCEEDING. 6058 RECEIVE DI MAY 1 8 2007 PERMIT CENTE' 114 h EX zacil q lg 111 `gJfl fa � cv h At FILE NO: SWEET OF 10> II 1^LR ABA _ (` LINE OF FLOOR ABOVE - in ) (3)2x4 qi V (3)2x4 I v 0 H.S. e ACT. R. .G KS_ ---.. C —A A -a CARPET FOYER m . 2 H.S. LINE OF WALL Cv m r-----.l el 1 (3) 2x6 i is 3° 4 ,- - .... --- -- - -- # ° 5 2 XO P1-3 h. 1 1 11* ' 4°I1 N i� 9' -6" 3' -8" f 6' -3" 5' -5" 9 2' -5" 1' -11" 12 -0" r 8' -0" f 20' -0" f 40' -0" '(2) 2x6 KITC 4EW LIVING MATCH PINING /LIVING OPENING HEIGHT 5' -8 1/2" (2)2x6 LINE OF FLOOR ,ASOYE (3)2x4 tv sA (3) 2x6 1' -10" 10' -10" L fNE OF WAI. LJ C ! 12 CONC. PATIO 1-112" RISEN (MAX) 10 (2)2x4 (3)2x4 = I' -11" 3 1/8" x 10 1LB (2)2x4 FED SINK L. '5' ( ) 2x4 1' -10 1/2" 505 ox 5050 (2)2x4 CARPET 9' -5 1/2" 2 CAR GAGE e 16 °- f ° OH GAR DR _ —_ _ Mai, •■ •. 16' -3" 20' -0" I II D8l 2X6 5' -5 1/2" EL. '8' 1' -10 1/2"--- GONG_ STOOP w/ OPT. vooR PRI=ASSURI7.ED SYSTEM w/ OUTSIDE AIR DUCT (NO WHOLE 1 -40USE FAN REQUIRED) IF WINDOWS IN HOUSE HAYS VENTS A WHOLE HOUSE FAN 15 REQUIRED 18" x 24" CRAWL SPACE ACCESS 12' -4 12' -0" WA r tR HEATER PER 81 NAECA SEISMIC STRAP PER UPC 5105 IGNITION SOURCE AND HEATING ELEMENTS TO 8E MIN. 18' ABOVE FINISHED FLOOR. 20' -0" 22" X 30" ATTIC ACCESS VERIFY W/ OWNER 0- CLEARANCE WOOD BURNING OR DIRECT VENT GAS / MFD METAL FIREPLACE, INSTALL PER MANUFACTURERS SPEC., PREFAB. FP. TO SEAR THE STAMP OF AN APPROVED TESTING LAS_ PROVIDE 6" OUTSIDE AIR DUCT FOR 0- CLEARANCE F/P ONLY. HEARTH PER BUILDER/OWNER WHOI...E HOUSE FAN - A5 REQUIRED LOWER PLATE 1 1/4" - HATCHED WALLS FOR RETURN AIR (1).0 ie 2' -0" 1/4" J 1 46 m AREA SUMMARY: MAIN FLOOR = 1155 5Q FT_ UPPER FLOOR = 1010 50- FT- TOTAL - 2225 SQ. FT_ GARAGE = 445 SQ. FT. MAIN FL. PLAN GARAGE 5LA13 DROP OF MORE THAN 30" FROM MAIN FLOOR TO GARAGE SLAB, REVISE GARAGE DOOR HEIGHT FROM T-0" TO 8' -0 ". PLUMBING STUB -OUT FOR W/1-1 T2" OFF GAR 5LA13_ 2X8 BLOCK CENTER LINE Sl" FOR THERMOSTAT_ N SEE SI4EARWALL y' LEGEND, "5" SHEETS • ALL F3M5. * HDRS. TO 15E 4x10 DP2 UNLESS NOTED OTHERWISE. ALL SAWN SEAMS ASSUMED DP2 111•LE55 NOTED OTHERWISE. ALL GLU L4M BEAMS ASSUMED 241 -V4 UNLESS NOTED OTHERWISE.. ALL. PARALAM SEAMS ASSUMED 2.0e UNLESS NO i irV OT1-IERWISE. • TYP_ IE_ TO SE 8' -1 J/8" • SOLID BLOCKING OVER SUPPORTS. • FIRE BLOCK. • ALL PLUMBING PENETRATIONS • CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT 5OTI -1 CEILING SAND FLOOR. LEVELS • AT ALL SOFFITS, DROPPED AND COVED CEILINGS. • FIRE FLOCKING REQUIRED AT FLOOR AND CEILING SA-IT NOT 10 FT INTERVALS VERTICAL. NO FIRE SLOCKJNG REQ. AT STAIRS. • 1N OPENINGS AROUND VENTS, PIPES, DUCTS, CH!MNE'1`5, FIREPLACES AND SIMILAR OPENINGS AT CEIL{NG AND FLOOR LEV '. • AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT CHIMNEYS AND FLUES. • TOP OF WINDOWS a 6' -I0" ABOVE MAIN FLR_ UNLESS NOTED OTHERWISE_ • TYP. EXT. WALLS TO SE 2x6 a 16" 0.C. UNLESS NOTEP OTHERWISE • SMOKE DETECTORS TO 13E HOT WIRED w/ SA r I T< . $ACKUP. • SMOKE DETECTORS TO BE AUDIBLE IN ALL BEDROOMS. • HANDRAIL e 34" - 38" .ABOVE TRI=AD NOSING_ • INSTALL FIREPLACE(5) PER MANUFACTURER SPECIFIACTIONS_ • ® DENOTES SOLID B UNDER CONC LOADS USE (2) 2x6 AT 6" WALLS. USE (2) 2x4 AT 4" WALLS. UNLESS NOTED OTHF UISE. • DI DENOTES MULTIPLE CRIPPLE a HEADERS OVER 6' -0" LONG OR AT SHEAR PANEL ENDS FOR HOLD DOWNS - SEE PLANS_ • DOOR PETWEEN HOUSE 4 GARAGE TO SE 1 -3/8" SOLID GORE WOOD DOOR AND WEATHER STRIPPED. • 1/2" G.W.S. ON HOUSE /GARAGE COMMON WALLS, 5/8" TYPE ' X' ON CEILINGS WITH LIVING SPACE ABOVE.. • 2x8 BLOCK AT 51" FOR THERMOSTAT. 4 PENT ALL FANS, DRYER EXHAUST TO OUTSIDE • ALL SEAMS AND HEADERS TO SE VERIFIED WIT} -1 STAMPED ENGINEERING CALCULATIONS. THIS OFFICE MUST SE NOTIFIED WITH ANY VARIATIONS BEFORE PROCEEDING_ OPT. LIVING PLAN 3/4 -0" • tit (�K m 4 r - 64) 0 .0 A x p W 0 tu REC MAY PEW WED 8 2007 CEN EF FILE NO: 608.9 SWEET 3 OF MAIN FLOOR PLAN C1-4,41RTER 1-40MEG ,LAN 22. BUILT UP POST TO ABv_CSEE DETAIL) TYP. UN.O. Miletp ■ MINW.iMINIIMI I! 'ammo airm 2xI0 JOISTS AT 16" OC ri = rrw�q��• Fi.USH 1 4x10 FLUSH UPPER FLOOR FRAMING PLAN 2X6 STUPS IN UPPER ENTRY 63 16" O.G. 2X10 BLOCKING DUB. TOP T. 2X6 STUDS IN ENTRY /GARAGE. 16" O.C. ENTRY NOTES: • ALL FLOOR JOISTS TO 'BE 2xI0 AT 16" OC • ALL FLOOR JOIST TO BE BLOCKED AT BEARING. • MIN. 2" BEARING END OF JSTS. STUB BACK TRUSSES io 24 " OC. G4 4 &E 1 CONNECTION •ETJAIL 1/2".I'-0" Sit OPT. DEN PLAN RECEIVED MAY 18 2007 PERMIT CENTER •• FILE NO: 6085 EET 4 OF 2' -10 1 /4" (2) 2x6 4cS 4x8 4;6 1 FIX 1 1 12 -1" 11' -6 1/2" 3' -3 1/2" PL. EL. 'S' 2'-S 1/L" P1 -6 5 x0 V.T.OS_ 6' -10 3/4" e TUS /SHWR OPEN TO BELOW 9' -1 1/2" 11 CARPET 4' -6 3/4" 40 -0 51,11" (2) 2 x 6 PI -b 48"x34" - I 1 -0 3/14 / All 1 -8 11 FAN VT.0J5_ P.L. EL '13' TUS DECK HEIGHT 20" ,ABOVE FLOC 1/2" DRYWALL AT VANITY WAi I AND I CEMENT AT TUB DECK 19 -4" 1_3 II 6' -4 1/4" FAN V.T_O.ra_ S 3/4" 4 N N c 40' -0 UPPER FLOOR PLAN 1/4 t lr -O" 1 `SUDS 4 SHOWERS: • FILE BLOCK BETWEEN STUDS. • LIMIT SHOWER FLOW TO 23 GPM. • WALLS SHALL SE WATERPROOF TO MN.. 10" ABOVE DRAIN INLET_ • ALL GLAZING INCLUDING WINDOWS WITHIN 10" OF DRAIN INLET TO BE SAFETY GLASS, • WATERPROOF G.W.S. AT TU55 AND SHOWERS NOT TO SE INSTALLED OVER A VAPOR BARRIER • ALL SHOWER AND TUS UNITS TO 13E MANUFACTURED FIBERGLASS UNITS UNLESS NOTED 011- IMWISE. SITE BUILT SHOWER RECEPTORS SNAIL BE TESTED FOR WATER TIGHTNESS PER UPC 412.S.I NOTES: • ALL SMS, HDRS. TO BE 4x8 DF+'2 UNLESS NOTED OTHERWISE ALL SEAMS ASSUMED DF'2 UNLESS NOTED OTHERWISE. • TYP. I3?. TO BE S' - US" • SOLID BLOCKING OVER SUPPORTS. • FIRE BLOCK: • ALL PLUMBING PENETRATIONS ° FIRE BLOCKING REQUIRED AT FLOOR AND CEILING SUT NOT 10 FT INTERVALS v - rICAL. NO FIRE 5LOCKINC REa AT STAIRS. • AT ALL 5OFPIT9, DROPPED AND COVERED CEILINGS. • NO FIRE BLOCKING REQUIRED AT STAIRS OF FIBERGLASS INSULATION MAY SE SUBSTITUTED FOR A FIRE BLOCK • IN OPENINGS AROUND VENTS, PIPES, DUCTS, GI -WFMNE S, FIREPLACES AND SIMILAR OPENINGS AT CEILING AND"FLOOR LEVELS. • AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT CHIMNEYS AND FLUES. • TOP OF WINDOWS ' 6' -10" ABOVE MAIN FLR. UNLESS NOTED OTHERWISE. • TYP_ EXT. WAJ 1 S TO SE 2x6 a 1b" O.C_ UNLESS NOTED OTHERWISE. • SMOKE DETECTORS TO BE HOT WIRED 4 INTERCONNECTED w/ BACKUP BATTERY TYPICAL. O • SMOKE ALARMS TO BE AUDIBLE IN ALL BEDROOMS_ • HANDRAIL ' 34" - 3S" ABOVE TREAD NOSING. • INSTALL FIREPLACE(S) PER MANUFACTURER SPECIFICATIONS. • . DENOTES SOLID BEARING UNDER: CONCENTRATED LOADS USE (2) 2x6 AT 6" WALLS. USE (2) 2x4 AT 4" WALLS. UNLESS NOTED OTHERWISE_ • VENT ALL FANSDRYER EXHAUST TO OUTSIDE • ALL SEAMS AND HEADERS TO SE VERIFIED WITH STAMPED ENGINEERING CALCULATIONS THIS OFFICE MUST BE NOTIFIED WIT1-1 ANY VARIATIONS BEFORE PROCEEDING. 22" x 30" ATTIC ACCESS SEE 51 EARWALL 1- EGIENP, SWEET SIB RECEIVED MAY 1 8 2007 PERMIT CENTB •• 0 0 t LILA Zo b4 "PI 44 ui't 1.1.1 � 117 N -1 !t �O FILE NO: 6088 614EET OF J ATTIC VENTILATION REQUIRED LOCATION GROSS AREA (SF) (A/300) MIN. REQ'P. VENT (SF) (AX 300)/2 50 % REQ'D AT EAVE (AX 300)/2 50 % REQ'D 36" AB. EAVE UPPER ROOF 1312 S.F. 4.6 SF. 23 F. 23 8F_ GARAGE 218 S.F. 33 SF. 0.41 SF. 0.41 SF. LIVING 213 SF. 0.11 SF. 036 SF. 036 SF. EAVES VENTILATION PROVIDED (MIN. S0% OF REQ'1 .) TYPE VENT METAL VENT AT .430 S.F. EA BIRD BLOCKING AT -05 PER 3 HOLES PROVIDED UP ROOF NA (36) _ °r 3 93 5.F.> 23 SF. GARAGE NA (1) = I.4 1.4 SF. > 413F. LIVING NA (5) = 1.4 14 SF. > 36 F. 3' AISDVE EAVES VENTILATION PROVIDED (MIN. 4 OF MOT)) T7I �!* VENT AT VENTS AT 211 SF. EA GABLE VENTS 15 % EFFICIENT PROVIDED UP ROOF CO) = 28 NA 2.0 F. > 23 F. GARAGE (2) = 55 NA 55 SF. > .41 SF. LIVING (2) = 55 NA 55 SF. > 36 S.F. *ONE FULL SCEEN VENT NORWESCO E322 OR EQU Eii 11.01M Z (3)9'-1 1/2" C•i"INION U TRUSSES g 24 O_G. fiU 12' -3" COMMON IlLES1 12 111 s INN EMMEN IU '3 i aims =MEM } ., 4 D.S. TO BELOW OH 0 D.S. 12' -3" COMMON r =LK. FOR SIDING •t' -3 12" 12" 61 12 20'- 20' -0" COMM COMMON 20' -0" (3) 20' -0" COMMON I 1 STUB BACK 2 1/2" LEFT BLK FOR SIDING 11 12" d0 12" 1/4" =1 FLAT SOFFIT LINE SEE FLOOR PLANS FOR 5E4M /4 -4D1z SIZES ALL EAVE VENTS TO SE VENTED WITH 3 HOLE ROOF FAN1NG PLAN 'A' D.S. TO PI BELOW (3) 20 -0" COMMON I 1 TRU -SSES a 24" 0.C. l sue BACK 8" LEFT r22 "x30" 1 1 ATTIC k II !Access] 12" 04 2x4 RAFTERS LOCATE ATTIC ACCESS TO MAINTAIN MINIMUM 30" CLEAR HEADROOM ABOVE, 0 C; iit v ' 0 ? , 7- 1 * ok g15 VENTILATION! REQUIREMENTS ENTS RI=Q'D (300) MOTES: • vENTED BLOCKING OVER SUPPORTS. • ROOF OVERHANG=S TO BE IS'" Ulf 12" AT BAIR E UNLESS OTHERUJI8E NOTE • ROOF PITCHES TO 13E 6/12 UNLESS OTHERWISE NOTED_ • SKYLIGHTS ON 2x6 CURB - SAFETY GLASS • TRUSSES 4 RAFTERS SHALL BE a 24" O.C. UNLESS OTI-ERWISE NOTED. • ALL BEAMS AND HEADERS TO 13E VERIFIED WITH STAMPED ENGINEERING CALCULATIONS. THIS OFFICE MUST ISE NOTIFIED WITH ANY VARIATIONS BEFORE PROCEEDING_ TRUSS NOTES: « * EvERY EAVE BLOCK TO BE VENTED • EACH AFRO RdOF VI_NT = ($0X50 SO. IN) _ .2TI SF. 144 • VENTILATION= A (SF.) _ SF . GABLE VENTS ?TOTAL SO. lN)(0.15) _ (144) SF • ALL TRUSSES SHALL CARRY MANUFACTURES STAMP. + ALL TRUSSES SHALL PE INSTALLED 4 BRACED TO MANUFACTURS SPECIFICATIONS. • TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OR ENGINEERING CALCULATION'. • ALL TRUSSES SHALL I-4AVE DESIGN DETAILS DRAWINGS ON SITE FOR FRAMING INSPECTION. • ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURE. • TRUSS DRAWINGS TO BE STAMPED AND SIGNED SY A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER. • TRUSSES SHALL BE MANUFACTURED IN A PLANT APPROVED UNDER THE REQUIREMENTS OF SECTION 1101.1. EACH TRUSS SHALL BEAR THE QUALITY CONTROL STAMP (SECTION 231L) AS WELL AS MANUFACTURING PLANT'S NAME /ADDRESS, DESIGN LOAD AND MAXIMUM SPACING. • APPROVED HANGERS SHOULD BE USED AT ALL CONNECITONS OF RAFTERS, JACK OR HEP TRUSSES TO MAIN GIRDER TRUSSES. • LIGHT METAL. PLATE CONNECTORS TO HAVE FIELD AND GIRDER IDENTIFCATIONL INFORMATION BRANDED, MARKED, OR OTHERRWISE PERMANENTLY AFFIXED TO EACH TRUSS SHALL CONTAIN THI= FOLLOWING: A IDENTIFICATION OF THE TRUSS MANUFACTURING COMPANY. THE DESIGN LOAD. • C. THE TRUSS SPACING_ • ALL ROOF TRUSSES SHALL BE SO FRAMED AND TIED INTO THE FRAMEWORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING. • ROOF TRUSSES SHALL l-4AvE JOINTS WELL. FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL ROOF TRUSSES. • ROOF TRUSSES S4 -MOULD BE SUPPORTED LATERALLY AT POINTS OF BEARING BY SOLID CLOCKING TO PREVENT ROTAION AND LATERAL DISPLACEMENT_ THEY SHOULD ALSO BE !BLOCKED AT THE RIDGE TO RESIST WIND SUCTION ON TH)= SHEATHING. RECEIVED MAY 18 2007 PERMIT CEN hF •• 0 - 43 uI FILE NO: 6066 6T7EET OF ATTIC VENTILATION REQUIRED LOCATION GROSS AREA (SF) (A/300) MEN. RQ'D. VENT (SF) (4)(300)/2 50 % REQ'D AT EAVE (4X300)/2 50 z REQ'D 36" A. SAVE UPPER ROOF 1312 SF. 4.6 SF. 23 SF. 23 S.F. GARAGE 218 SF. 233 $F. 0.41 SF. 0.4'1 SF. LIVING 213 S.F. 0,11 SF. 036 SF. 036 SF. EAvES VENTILATION PROVIDED (MINI. 50% OF REQ'D) TYPE VENT METAL. VENT AT .430 S.F. EA. PIRP BLOCKING AT .05 PER 3 HOLES PROVIDED UP ROOF NA (36) = S.9 9.S SF.> 23 SF. GARAGE NA (1) = 1.4 I.4 SF. > .41SF. LIVING NA (5) = l.4 1.4 SF. > 36 S.F. 3' ABOVE EAVES VENTILATION PI .QVEPEP (MIN. 50% OF RECD} TYPE VENT ROOF VENTS AT .211 S.F. EA GABLE VENTS 15% EFFICIENT PROVIDED UP ROOF (10) = 28 NA 25 SF. > 23 5F. GARAGE (2) _ .55 NA 55 SF. > .41 SF. LIVING (2) = .55 NA 55 S.F. j 34:> SF. r� ` z Gk or 1111111$11111 12' -3" COMMON RUSS 12 12' -3" COMMON 12' -3" LK. FOR SIDINGS 20'-0" GIRDER TRUSS (2) 20' -0" COMMON STUB BACK 2 1/2" LEFT 5 , -0" CS (3) 20' -0" COMMON TRUSSE=S le 24" O.C. STUB BACK S" LEFT D.S. TO BELOW 12„ $ ONE FULL SCEEN VENT NORWESCO E322 OR EQUAL R + OF FAMENG PLAN 'B' 1 /4I . l l_ O l FLAT SOFFIT LINE SEE FLOOR FLANS FOR IBEAM /HffR SIZES ALL SAVE VENTS TO BE VENTED WITH 3 HOLE 12 :, D.S. TO 1:3ELOW 0 D.S. cke\rte cope covoOes\ )) eigt 0v 'u rn ` ¢ .. 1 VENTILATION REQUIEMENTS • *EVERY EAVE BLOCK TO BE VENTED • EACH AF -50 ROOF VENT = (30X50 5G1. IN) = 211 SF. 144 • VENTILATION. A (S.F.) .. SF iR1±Q'D (300) • GABLE VENTS (TOTAL 5a. 11 (015) (144) 5F NOTES: • VENTED BLOCKING OVER SUPPORTS. • ROOF OVERHANGS To BE I5" Ill/ 12" AT BARDGE UNLESS OTHERWISE NOTED. • ROOF PITCHES TO BE 6/12 UNLESS OTHERWISE NOTE. • SKYLIGHTS ON 2x6 CURB - SAFETY GLASS • TRUSSES 4 RAFTERS SHALL BE ' 24" OC. UNLESS O11- IERWISE NOTED. • ALL BEAMS AND HEADERS TO BE VERIFIED WITH STAMPED ENGINEERING CALCULATIONS. THIS OFFICE MUST BE NOTIFI WITH ANY VARIATIONS BEFORE PROCEEDING. TRUSS NOTES: • ALL TRUSSES SHALL CARRY MANUFACTURES STAMP. • ALL TRUSSES SHALL BE INSTALLED a BRACED TO MANUFACTURE SPECIFICATION& • TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OR ENGINEERING CALCULATIONS. • ALL TRUSSES SHALL HAVE DESIGN DETAILS 4 DRAWINGS ON SITE FOR FRAMING INSPECTION. • ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO 13E PROVIDED 13Y TRUSS MANUFACTURE. • TRUSS DRAWINGS TO BE STAMPED AND SIGNED BY A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER. • TRUSSES SHALL BE MANUFACTURED IN A PLANT APPROVED UNDER THE REQUIREMENTS OF SECTION 11011. EACH TRUSS SHALL BEAR THE G2UALITY CONTROL STAMP (SECTION 2311.0) AS WELL AS MANUFACTURING PLANT'S NAME /ADDRESS, DESIGN LOAD AND MAXIMUM SPACING. • APPROVED DANGERS SHOULD BE USED AT ALL CONNECTTORS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES. LIGHT METAL PLATE CONNECTORS TO HAVE FIELD AND GIRDER IDENTIFCATION. INFORMATION BRANDED, MARKED, OR OTHERRWISE PERMANENTLY AFFIXED TO EACI -+ TRUSS SE -TALL CONTAIN THE FOLLOWING: A. IDENTIFICATION OF 114E TRUSS MANUFACTURING COMPANY. B. THE DESIGN LOAD. C. THE TRUSS SPACING. ALL ROOF TRUSSES SHALL BE SO FRAMED AND TIED INTO THE FRAMEWORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDINGS. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD 15 PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL ROOF TRU59ES_ ROOF TRUSSES SHOULD BE SUPPORTED LATERALLY AT POINTS OF BEARING BY SOLID BLOCKING TO PREVENT ROTAION AND LATERAL DISPLACEMENT_ THEY SHOULD ALSO BE BLOCKED AT THE RIDGE TO RESIST WIND SUCTION oN THE SHEATHING, RECEIVED MAY 18 2007 PERM n` CEN h lu at 7 2 ft) C1 4 3 N -llti L N m� ffi Q, U w 51"[EET �0 8 BEVEL, SIDING 5 /4 "X63" TRf UPPER FLOOR MAIN FL B_ SEE SIDE "EL" 14 "XIS" GABLE VENT Vii.. .,.Aillwml•lik,_ =. M —M.�. 7 12 •MMI•k �— I.I■�■1►; iMrM•�• = IM.IIIIIMIMI►; .,..."1MMEIMMIMMESIMEMMIA6.., 'NM II•MMMISIMM.M•MEMMMMMIIIIIM II, "4 I M.If.■. - • ■ 1 ___ M� E MN MI IIIIIII MN ME WRAP TOP OF COL. WITH 5/4" X S" MAIN FLOOR MM "M 1MM■M■1• .4•1•111110ii - 111111b, ,... •....MIMr.....MMlr Sri...► KEYSTONE 1i•i•MMIMA.Ml... .MM" ......., ►- .:�M. .....11• ��wn�wn.w,.w,ww„w.w■�����r �rr���rrw =r��.�,...w: M1 11111111 1. 111111111/ 111 1.11. 1-4. li Mi i AS - � .,�,. ■P 1_1,: .... : I! SHAKES I4 "x18" GABLE VENT 514 "x8" BARGE w/ 1x2 TRIM METAL GUTTER o/ MAIN FL. PE. 1X4 /1X3 TRIM- NAIN FLOOR METAL GUTTER 1 - COMPOSITION ROOFING 5 /4 "xS" BARGE w/ Ix2 TRIM BEVEL SIDING IS "x24" VENT 6" OVERHANGE W/ IX& FASCIA r III 111 L �J! OPT. 5 /4 "XS" TRIM UPPER FL. fE. UPPER FL. re. UPPER FLOOR IC1-T ELEVATION 'A' I/4 " =I' -0" FRONT ELEVATION 'A' I /4u 12 IX6 TRIM ABOVE WINDOWS (TYP.) 1X4 SIDE TRIM (TYPJ 1X4 /1X3 CORNER TRIM 2X3 BEVEL OVER 1x4 TRIM 5 /4 "XS" TRIM APPROV .11.114 2 2 2M1 Ciy Of Tukwila . ILDIN DWI = ,I4tA 1/4" X 10" LIGHT BLOCK 5/4" PWW 1,1 KEYSTONE 3/4" = 5/4 "XS" SIDES 5/4 "X10" FRONT FACE 2 \ COLUMN PLAN 3/4" = 1' -0" RECEIVED MAY 18 2007 PERMIT CENTEF SWEET k5EYEL SIDING 5/4 "XS" TRIM UPPER FLOOR MAIN FL. t'E. 5/4" X a," TRIM • MAIN FLOOR 5/4 "x8" BARGE BOARD w/ lx2 TRIM .■N ■�` NI OM ;1 :' ■■ MI E.. M EN' __ �AI�■111�1•�=lrl•�- v METAL GUTTER 5/4 "XS" TRIM o/ lx6 FASCIA r _ COMPOSITION ROOFING KEYST a :a111111Irt• ►- EMEEEE EMI >• ME li MEN NE 12 SEE SIDE N f 12 \ d, UPPER FL. E. UPPER FL. IE. 12 UPPER FLOOR kl MAIN FL. II' MAIN FLOOR 12 MET,4L GUTTER o/ 1x6 FASCIA FRONT ELEVATION 1/4" . -0 " 1 /4' I' -O" 12 \ \ \ OPT- DOOR int BEVEL SIDING IG1-4T ELEVATION MIN Li METAL GUTTER o/ 1x6 FASCIA J r COMPOSITION ROOFING Rte' 12 12 6" OYERHANGE w/ 1X6 FASCIA IX6 TRIM Ai5OV!^ WINDOWS (TYP_) 1X4 SIDE TRIM (TYP.) 1X4 /1X3 CORNER TRIM 2X3 BEYEL OVER 1X4 TRIM 1 1/4" X 10" L IGI-IT BLOCK 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2007 City Of T BUILDING DIVISION 5/4 "XS" SIDES 5/4 "X10" FRONT FACE COLUMN PLAN 3/4„ = l '. -0 " RECEIVED MAY 18 2007 PERMIT CENTEF 1 ro UPPER FL. IE_ cD UPPER FLOOR MAIN FL. E. MAIN FLOOR UPPER FL. IE. 12 r COMPOSITION ROOFING METAL GUTTER BEVEL SIVINa UPPER FLOOR MAIN FL_ FE. MAIN FLOOR I6"x24" G.E. VENT METAL GUTTER 4- V2 5/4 "xS" BARGE w/ 1x2 TRIM 12 REAR ELEVATION 'AI 1/4 " -1' -0" 1/4";:1'-0" LEFT ELEvATION 'A' REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2007 City Of Tukwila BUILDIN I S Q OT RECEIVED MAY 1 8 2007 PERMIT CENTEr ea SWEET SA UPPER FLOOR 12 12 REAR E 'B' 1/4" LEFT ELEVATION 'B' 1 /4 "n1' -O" 12 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2007 City Of Tukwila BUILDING DIVISION DOI I g)5 RECEIVED MAY 18 2007 PEBO' CENTE1i 5/0" TYPE "X" G.W.B. PANEL BOX (2)2x - I AT EACH SIDE 2 x 4 PRESSURE TREATED SILL w/ 5/8" ANCHOR BOLTS 2x4STUDS AT 16" OC_ 2 FLAT ROOF TO WALL: 5 °x5 "• x l@ FT METAL ELASI -IFNfs TYPICAL AT ROOF TO WALL CONNECTION STEPPED ROOF TO WALL: 3 l /2 "x3 1/2" x 1 FT METAL FLASHING INTERLOCK WITH ROOFING ROOF RAFTER ROOF SHEATHING 3 /4 1I_t' _ 0 " SECTION CLEAR 2 1/4" PLAN EXTERIOR WALL NOTCH TOP OF 2 x 3 1/2" x 3" FOR D.L. TOP PLATES BEVEL SIDII�IC� x 2 TRIM METER CAN 2 x 4 STUDS AT 16" O.C. 1x2TRIM BEVEL SIDING SHEATHING PANEL BOX INTERIOR ELECTRICAL DIETER FRAMING ING AIN FL_ MAIN FLOOR 3 ti _ T -0" MONO W/ 3' -0" CANT IF OPEN RAIL IS USED OPENINGS SHALL HAVE INTERMEDIAT RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" IN DIA. CANNOT PASS THROUGH. 1 I /8X11 I/4" TREADS 10" MIN TREAD 3' - @I 12 7,tititi otft i 1 it 2X4 THRUST BLOCK STAIR SECTION DETAIL X = cizi MAX I I 11 11 oowTl pRAIL 34" T9 " ABOVE NOSING ER 2003 IRC R-3111 kfiE1Q'0_ ON 4 OR M{014 FISERS) Gz.W.B NOT REQUIRED STAIRS PER 2003 IRC R 311.5 (3) 2X12 STAIR JACKS � - BEAM PER PLAN FOYER BEAM PER PLAN Z ANCHOR POSTS e TOP 4 BTN. •d" T4G PLYWOO suBFLooR- 1 / II - 0n GIRDER TRUSS 1/2" 05E3 DBL TOP PLATE -� 015L 2X6 5/8" WHEN FRAMING AT 24" O.G. FINISH EDGE E►AT 12 3/4" T4G PLYWOOD SUBFLOOR - � FLOOR JOISTS PER PLAN A -35 ALL POSTS (TrP.) U1LIMG SECTION C'A' ELEV) DBL 3/4" oSB 3' DINING II 3 _ ll_OII 49' 36" FRAMING 5' -1" of 4T( SCALE: 1/4" = 1' -0" 24" 22 I/2" x 30" IOUGI -I OPENING WEATHER STRIP lE{;AN PER PLAN R 1/2" 05B DBL TOP PLATE FACE OF FRAMING - 1" MANTLE DBL 3/4" OSB (3) 2X6 + 4 1/2" D15L. 2X6 0* FELT UNDER ALL POSTS F/P FLUSH UJ/ ROOM WALL 52 FIREPLACE. DETAILS 2 X 10 U BEAD ATTIC ACCESS DETAIL FLOOR JOISTS PER PLAN Th R-38 BLOWN -1N TYP. TRUSSES 5/8" G.W$. 111 OVERHANG 3/8" TO MAX. 1/2" COMPOSITION ROOFING 5/8" G.W.B. TYP ON CEILINGS a TRUSSES 6ED 3 ?lP ........ ON CEILINGS a TRUSSES KITCMEN R -30 INSULATIO 6 MIL BLACK vAPOR BARRIER STUB 055 INTO TV NICHE 24 ENTRY DETAIL 9 3411 m II -0tl VENTED BLOCK w/ BAFFEL ETAL GUTTER 2X6 STUDS AT 16" O.C. W/ R -2I INSULATION REVrE\IVED FOR CODE COMPLIANCE CAD APPROVED JUN 2 2 2007 City Of Tukwila B ILDING DWI ION j 12" 4 BARS AT 16" O.C. NERVA5TRAL 2X TRT'D MUD SILL W/ 5/8" DIA X 10" ANCHOR BOLTS PER ENGINEER ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL - MIN. 2000 Ilos. P.SF. NERVASTRAL BELOW DOOR THRESHOLD RCNE:. MAY 18 2007 PERMIT GE IL' LLI Ot 1u�\ 44 r m _I ti CI 00 t'+ i tV -4=E ffi SHEET 0 r 4' -2 3/4" 1' -10 1/2" esa) v 4. �v i r� a r` r C fro' -3" 1' -10 1/2" 10' - 0" 6x6 DP's PO5T ON 36 "X36 "X12" CONC. PAD W/ (5) M REBAR E.W. w/ ABE POST BASE r SEE FOUNDATION PLAN 30' -0" J 4 CANTL. 1 Ap3OVP FOUNDATION PLAN 1/4"=1'.-0" SEE FON 7ATION FLAN SHEET 1 FOR ADDITIONAL DETAILS P.S. Div-100 (2)2x4 r SCSC -(5) 2x6 1' -10 1/2" (2)2x4 1rof°1 'OH GAR DR GREAT RM. SEE MAIN FLOOR PLAN FOR NOTES L/T CARPET ill LNID 1 U IA5H9Rl pRY1 s IL __ II Y .T ' 0 5 C -- A CC -�`- 4" CONC. SLAB - SLOPE 3" TOWARDS O.N. DOORS INSTALL 5/S" TYPE 'X' GLIB ON CLc, WALLS, AND BEAM 2 LAYERS AT 24 "oc FRMG 4x12 .D1*2 16 1 30' -0" GAS FURL 0 •x6 POST I/8 "x16 I/2" LINE OF LOOK ABOVE 19' -4" 1 3 CAR GARAGE 1/4 "= 1'•-0" SEE MAIN FLOORSHEET 3 FOR ADDITIONAL DETAILS . r MAIN FLOOR PLAN .9 I- IUC412 HANGER m ,4x12 — 0F 9 2 5' -3" P-10 1/2 "-----1 } x-10 1/2" 10 1/2" 20`-0" CODE COMPLIANCE APPROV JUN 2 2 2007 City Of Tuk»riia B ILDING DIVISION NoTE OPT. 2020 WINDOWS NOT ALLOWED WIT1 -1 3 CAR GARARE 7 J CONC. 5TOOP w/ OPT. pooR iNt ~t RECEIVED MAY 18 2007 PERMIT GEN L6- AREA SUMMARY: MAIN FLOOR = 1155 SQ. FT. UPPER FLOOR = 1043 5Q. FT. TOTAL = 2198 SQ. FT. GARAGE - 100 ea FT. SHEET G1 m - - -•. EE MAN ROOF PLAN "A" IPAMMILI OVERFRAME w/ 2x24 "O.G. 20' -0" COMM (3) 2• TRUSS' STUB B (2)20' - 0" COMM# STUB BACK 2 I /2" L (2) 20' - 0" Goi"IMON TRUSSES 24" OC. RIDGE ROOF FAN ING PLAN "A" 1/4".1 SEE FLOOR FLANS FOR 15EA1"1 /1-41DR SIZES ATTIC VENTILATION: SEE 'A /613 FOR CALCULATIONS 1 r2d1 AN " Ep" RIDG (2) 20' - 0" COMMON OVERFRAME wJ STUB 2 1/2" LEFT 2x o 24" D.C. 20' - 0" =LE END GIRDER TRUSS 20' -0" D.S. ROOF F4MIN LAN 3h 1/4".1 SEE FLOOR FLANS FOR SEAM /NDR SIZES 0 D.S. 0 DS. 1)01-0 RECETVEE HAY 18 2007 PERMIT CEN L,, a ' LLI go Ito, ..nn CI On ii tu FILE NO: 6088-G2 S1'TEET G2 OF CHARTER HOMES PLAN 2200 2x4 FARTER DESCRIPTION AREA \I ITILATION REO'DYIEIT GABLE AREA ACTUAL EA* VENTROOF MIN. u VENTS MIN. # EAVE 311I0LE z U. KEY ,∎ 1, „ ROOF / EAVE II = 11xti ts,11 vIEit 0 r41:A E 312 5F. 1.04 5F. 0 6.F. 18 2 10 0 Via' C,4TZ,. E 2505F. .83 5F. 0 5F. 10 2 'B 0 m - - -•. EE MAN ROOF PLAN "A" IPAMMILI OVERFRAME w/ 2x24 "O.G. 20' -0" COMM (3) 2• TRUSS' STUB B (2)20' - 0" COMM# STUB BACK 2 I /2" L (2) 20' - 0" Goi"IMON TRUSSES 24" OC. RIDGE ROOF FAN ING PLAN "A" 1/4".1 SEE FLOOR FLANS FOR 15EA1"1 /1-41DR SIZES ATTIC VENTILATION: SEE 'A /613 FOR CALCULATIONS 1 r2d1 AN " Ep" RIDG (2) 20' - 0" COMMON OVERFRAME wJ STUB 2 1/2" LEFT 2x o 24" D.C. 20' - 0" =LE END GIRDER TRUSS 20' -0" D.S. ROOF F4MIN LAN 3h 1/4".1 SEE FLOOR FLANS FOR SEAM /NDR SIZES 0 D.S. 0 DS. 1)01-0 RECETVEE HAY 18 2007 PERMIT CEN L,, a ' LLI go Ito, ..nn CI On ii tu FILE NO: 6088-G2 S1'TEET G2 OF CHARTER HOMES PLAN 2200 2x4 FARTER UPPER FLOOR 21•1=1111•1 1 mom ME 1� ■,. A ' ;iu�► -. '� �..�. Nii���.,. I.11.11M-■.-.A 1111111111111RIENRMIIIMbh... ffi Y IEE ME 12 COMP SHINGLES EE CONT'S MTL GUTTER ME ME FONT ELEVATION l /4" =1' - 0" RIGI-4T ELEVATION 'A' �- 1x4 /Ix3 CORNER RDS - BEVEL SIDING UPPER FLOOR COMP SHINGLES C©NT'S MTL CUTTER FONTELEVJ4 TJO N I/4"_I' -0" 1 /S" m 1' -0" 12 000 I IGI-4T ELEVATION 'B' REVIEWED ODE COMPL A NC APPR E JUN 2 2 2007 City Of Tukwil BUILDING a DIVISIQN 1x4 /1x3 CORNER BDS BEVEL SIDING TUJ RECZNED MAY 18 Z007 PERMIT CENT EF tilt i \ �m .6 n } r :1 Vim` tcrt ffi 1 •i FILE NO: 6088-G3 61-1E ET G3 OF USE: THICKNESS: SPAN /INDEX RATIO EDGE ATTACHMENT: INTERMEDIATE ATTACHMENT: ROOF 1/2" 32/16 8d at 6" O.C. 8d at 12" O.C. FLOOR 3/4" T & G 40/20 SCREWS at 6" O.C. SCREWS at 10" O.C. SHEAR WALL 1/2" 24/0 1Od at 6" O.C. 10d at 12" O.C. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" EXPOSED TO EARTH OR WEATHER #6 OR LARGER 2" #5 AND SMALLER 1 1/2" ALL OTHER PER LATEST EDITION OF ACI 318. i GENERAL STRUCTURAL NOTES BUILDING CODE: 2003 EDITION OF THE INTERNATIONAL BUILDING CODE, AS AMENDED BY LOCAL JURISDICTION. LOADS: ROOF LIVE LOAD = 25 PSF (SNOW). SUPERIMPOSED DEAD LOAD ON ROOF TRUSSES — 14 PSF. (EXCLUDES TRUSS WEIGHT) ( 9 PSF TOP CHORD / 5 PSF BOTTOM CHORD) ROOF DEAD LOAD = 16 PSF, FLOOR LIVE LOAD = 40 PSF (REDUCIBLE). FLOOR DEAD LOAD = 12 PSF. WIND LOAD = 85 MPH BASIC WIND SPEED, EXPOSURE B. SEISMIC DESIGN CATEGORY D2. FOUNDATIONS: SPREAD FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL 18" MINIMUM BELOW FINISHED GRADE. FINISHED GRADE IS DEFINED AS TOP OF SLAB FOR INTERIOR FOOTINGS AND LOWEST ADJACENT GRADE WITHIN 5 FEET FOR PERIMETER FOOTINGS. DESIGN SOIL BEARING VALUE = 2,000 PSF. CONCRETE: MINIMUM 28 DAY STRENGTH 2,500 PSI. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO A.C.I. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC. MAXIMUM SLUMP 4-1/2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER ANAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL UNLESS APPROVED OTHERWISE IN WRITING BY THE ARCHITECT, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT), AS SHOWN ON THE FOUNDATION PLAN, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 225 SQUARE FEET. KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING, ALL OTHER JOINTS MAY BE SAW CUT. FLY ASH — IF PERMITTED BY ARCHTTECTURAL_SPECIFICATIONS, SHALL BE LIMITED TO 18% OF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. REINFORCING: ASTM A615 (Fy = 60 KSI) DEFORMED BARS FOR ALL BARS #5 AND LARGER. ASTM A615 (Fy = 40 KSI) DEFORMED BARS FOR ALL BARS #4 AND SMALLER. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST AC.I. CODE AND DETAILING MANUAL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS: LAP SPLICES IN CONCRETE: LAP SPLICES, UNLESS NOTED OTHERWISE, SHALL BE CLASS "B" TENSION LAP SPLICES PER LATEST EDITION OF A.C.I. 318. STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE/ CORROSION. ALL SPLICE LOCATIONS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRS SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD 90 DEGREE HOOKS UNLESS C NOTED OTHERWISE. SECURELY 11E ALL BARS IN LOCATION BEFORE PLACING CONCRETE. STRUCTURAL STEEL ALL BOLTS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL CONSTRUCTION PER LATEST AISC HANDBOOK. ALL EXPANSION AND EPDXY BOLTS TO HAVE I.C.B.O. RATING FOR MATERIAL. INTO WHICH INSTALLATION TAKES PLACE. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC., SHALL BE INSTALLED WITH STEEL WASHERS AT FACE OF WOOD. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS STATED IN THE GENERAL STRUCTURAL NOTES OR AS LOCATED ON PLANS. BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ERECTION DRAWINGS AND DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO MANUFACTURE. CALCULATIONS AND SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT I.C.G. APPROVAL. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMITED AS FOLLOWS: ROOF TOTAL LOAD MAXIMUM = L/240. ROOF LIVE LOAD MAXIMUM = L/360. ADDITIONAL TRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT. MULTIPLE TRUSS MEMBERS SHALL BE FASTENED TOGETHER TO ALLOW TRANSFER OF SHEAR AND TENSION FORCES (MINIMUM 200 PLF) AT PLYWOOD SHEATHING JOINTS AND TO PREVENT CROSS GRAIN BENDING OF TOP CHORDS. ATTACHMENT SHALL BE A CONTINUOUS 20 GAGE METAL PLATE OR OTHER APPROVED MEANS. METHOD OF ATTACHMENT SHALL BE INDICATED ON SHOP DRAWINGS FOR REVIEW. TRUSS MANUFACTURER SHALL HAVE I.C.C. APPROVAL OR BE AN APPROVED FABRICATOR ACCORDING TO THE BUILDING JURISDICTION. TRUSS MANUFACTURER SHALL PERMANENTLY IDENTIFY EACH TRUSS PER UBC 2321.4. WOOD: SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD 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: JOISTS: 2X4 2X6 OR LARGER BEAMS: WIDTH 4" OR LESS WIDTH GREATER THAN 4" LEDGERS AND TOP PLATES: STUDS: 2X4 2X6 OR LARGER PLYWOOD: ALTERNATE: WOOD TYPE: H.F. #2 H.F. #2 D.F. # D.F. #2 H.F. #2 H.F. #2 H.F. #2 POSTS: 4X4 H.F. #2 4X6 OR LARGER H.F. #2 6X6 OR LARGER H.F. #2 GLUED -- LAMINATED BEAMS (GLULAM): GLUED—LAMINATED BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: Fb TM 2,400 PSI, Fv = 155 PSI, Fc (PERPENDICULAR) = 650 PS, E = 1,800,000 PSI. BEAMS CANTILEVERING OVER SUPPORTS SHALL HAVE THE SPECIFIED MINIMUM PROPERTIES TOP AND BOTTOM. ALL BEAMS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST AITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND CERTIFICATE CAMBER AS SHOWN ON DRAWINGS. ENGINEERED WOOD BEAMS (PARALLAM): DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION 1.C.B.O. REPORT NER --481. PARALLAM BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,900 PS1, Fy = 285 PSI, Fc(PERPENDICULAR) = 650 PSI, E = 2,000,000 PSI. ALL PLYWOOD SHALL BE AMERICAN PLYWOOD ASSOCIATION "CDX" RATED SHEATHING OR BETTER, AND SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER JOINTS. ALL NAILING, COMMON NAILS. WHERE SCREWS ARE INDICATED FOR WOOD TO WOOD ATTACHMENTS, USE WOOD SCREWS. ALL PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN /INDEX RATIO AND SHALL BE ATTACHED AS FOLLOWS UNLESS NOTED OTHERWISE: SCREWS AT FLOOR SHEATHING SHALL BE #8 X 2 1/2" LONG FOR SHEATHING LESS THAN 1" THICK. ALL FLOOR SHEATHING SHALL BE GLUED TO SUPPORT MEMBERS WITH AN APA AFG --01 QUALIFIED GLUE. AT CONTRACTOR'S OPTION, USE 10d NAILS IN LIEU OF SCREWS AT FLOOR SHEATHING. AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATED SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WTIH PRIOR APPROVAL OF OWNER. RATED SHEATHING SHALL COMPLY WITH I.C.C. REPORT NO. NER -124, EXPOSURE 1, AND SHALL HAVE A SPAN RATING AND SHEAR VALUE EQUIVALENT TO OR BEIILR THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND THICKNESS (WITHIN 1/32 ") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. WOOD GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THRU THE ARCHITECT. DOUBLE UP FLOOR JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2" SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. DOUBLE UP STUDS AT JAMBS AND AS REQUIRED UNDER BEAMS. EVERY OTHER STUD OF WOOD FRAME BEARING WALL SHALL HAVE A SIMPSON H3 ANCHOR TOP AND BOTTOM, EXCEPT AT THOSE WALLS WHERE PLYWOOD SHEATHING IS NAILED DIRECTLY TO THE TOP AND BOTTOM PLATES. PROVIDE 2X SOLID BLOCKING AT MID — HEIGHT OF BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 23— II --B-1 OF THE UNIFORM BUILDING CODE. WOOD CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG—TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT AND EQUIVALENT I.C.B.O. APPROVAL SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. VERIFY ALL DIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER OR ARCHITECT SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO INSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHE WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH TH CONTRACTOR. GENERAL THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STR THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEERING SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED 'THE DESIGN LIVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND /OR ADDENDA. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION 15 CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DE=TAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. REVIEWED FOR ccR9! COMPLIANCE APPROVED JUN 2 2 7007 C L IC ty Of Tukwila B I DING DIVISION RECEIVED MAY 18 2007 PERMIT CENT& 2 a3 ELI C.) U w a Li z „J rams 0. cd LU F.- a (7) Z LLI CO w 0 CC 1 0 a 0 La z r. g cn c e m 3" CLR (1) (2) (3) ( (4) ( (6) ( SCALE: N.T.S. SCALE: N.T.S. 1' -4" 1' - 4" ( t r y' ,. '' f��l �fi�l. .lrtll-l;gflg TYPICAL FOUNDATION STEM WALL mi ( ( ,Y f liiT ( 8 ) 8" (9) WOOD STUD WALL FOOTING O 1. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. FLOOR SHEATHING 3. FLOOR JOISTS PER PLAN 4. (1) #4 BAR CONTINUOUS (AT TOP) PROVIDE #4 AT 10" O.C. HORIZ. 5. 5/8" DIA. A.B. SPACING PER SHEAR WALL SCHEDULE. 48" 0.0. MAX. 6. # AT 18" O.C. (MAX.) ALT 7. ( # BARS CONTINUOUS 8. EDGE NAILING 9. 2x CONTINUOUS RIM 10. 16d @ 6" Q.C. NOTE$ 1. WOOD STUD WALL 2. 5/8" DIAMETER ANCHOR BOLTS. SPACING PER SHEAR WALL SCHEDULE 3. 2x BASE PLATE 4. CONCRETE SLAB ON GRADE 5- #4 HOOKED DOWELS AT 24" 0.C., ALTERNATE BENDS 6. SHEATHING AND NAILING PER SHEARWALL SCHEDULE 7. FINISH GRADE OR CONCRETE SLAB AS OCCURS 8. CONCRETE STEM WALL AND FOOTING 9. (2) #4 BARS CONTINUOUS TOP AND BOTTOM ( NOTES: 1. CORNER BARS SAME SIZE & SPACING AS HORIZ. REINFORCING LAP PER GSN (24" MINIMUM) 2. CONCRETE STEM WALL OR FOOTING 3. ALTERNATE BENDS 4. REINFORCING PER PLANS AND /OR DETAILS PLAN - CORNER REINFORCING IN CONCRETE FOOTING, STEM OR WALL SCALE: N.T.S. ( ( (7) TYPICAL FOUNDATION STEM WALL SCALE: N.T.S. (1) 00. 0 0 00 0 4 00 0 a SCALE: N.T.S. (1) ( • 1' -4" WOOD STUD WALL FOOTING AT OPENING 2D SCALE: N.T.S. CO mood 2D (5) (6) 6" 2D --Jr- 1. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. 16d 6 " 0.C. 3. FLOOR SHEATHING 4. FLOOR JOISTS PER PLAN 5. BLOCKING 0 48" 0.C. 6. (1) #4 BAR CONTINUOUS (AT TOP) PROVIDE #4 AT 10" 0.C. HORIZ. 7. 5/8" DIA A.B. SPACING PER SHEAR WALL SCHEDULE. 48" O.C. MAX. 8. #4 AT 18" 0.C. (MAX.) ALT 9. (2) #4 BARS CONTINUOUS 10. EDGE NAILING 11. 2x CONTINUOUS RIM (3) ItMs 1. CONCRETE SLAB ON GRADE 2. STUD WALL BEYOND 3. TOOLED EDGE 4. FINISH GRADE OR CONCRETE SLAB WHERE OCCURS 5. CONCRETE STEM WALL AND FOOTING WITH REINFORCING CONTINUOUS FROM BEYOND 6. #4 HOOKED DOWELS 0 24" 0.C., ALTERNATE BENDS NOTES: 1. LAP PER GSN (24" MIN.) TYP. 2. TOP OF WALL FOOTING 3. PIPE THRU STEM WALL AS OCCURS SEE TYP. DETAIL 4. RETURN TO FOOTING THICKNESS AS SHOWN ON PLAN. NOTE: D = 2'-O" MAXIMUM FOR ADDITIONAL INFORMATION, SEE PLANS AND DETAILS ( TYPICAL STEP IN CONCRETE FOOTING ( ( ( NTS ` -• TYPICAL INTERIOR SPREAD FOOTING SCALE: N.T.S. 0 0 1 0000 ` 00 ° 00 ° 0000 0 000o . 4 q 4 ( ( arT.m d 4 . 4 SCALE: N.T.S. 4 ( PER PLAN 4a 4 �v. .v • 4f. • r (5) (6) ( 4 (1) • A 4 WOOD COLUMN FOOTING WIDTH & LENGTH PER PLAN (4) ( ( ( ( WOOD COLUMN FOOTING . 1. 2X. BLOCKING 2. FLOOR JOISTS PER PLAN 3. 10d @4 "0.C. 4. MAIN FLOOR BEAM PER PLAN 5. FLOOR SHEATHING 6. POST PER PLAN. PROVIDE SIMPSON AC TYPE POST CONNECTION OR WOOD CLEAT. CONNECT POST TO FOOTING WITH SIMPSON A35. 7. CONCRETE FOOTING PER PLAN. 1. WOOD COLUMN 2. COLUMN BASE 3. FINISH GRADE OR CONCRETE SLAB WHERE OCCURS 4. 12" SQUARE CONCRETE PEDESTAL 5. CONCRETE FOOTING 6. #3 TIES AT 8 0.C. 7. (4) #5 HOOKED DOWELS 8. CONCRETE SLAB ON GRADE NOTE SEE ARCHITECTURAL DRAWINGS FOR COLUMN COVER AS OCCURS REVIEWED FOR CODE COMPLIANCE APPROVED MIESI JUN 2 2 2007 City Of Tukwila BUILDIN DIVISION 1. SIMPSON PB POST BASE 2. WOOD COLUMN 3. CONCRETE SLAB 4. CONCRETE FOOTING RECEIVED MAY 18 2007 PERMIT CENTEE- 6 ▪ z 0 C o R od co w (7) co uj 0 1 1 W z 0 S1.1 a 1- Lti Zit 1 w to 0 0 c 0 F w a a .8 0 CV tin F- LL1 11,797 01 Ca rn 1 M N RESESEMIKOZI SHEET NO. PROJECT NO. EBERESSINI (3) 20 SCALE: N.T.S. WOODJOIST AT WOOD BEAM SCALE N.T.S. (3) SCALE: N.T.S. (1) (2) (4) (4) (5) (6) (6) ( ( 4. NQ1ES: 1. 16d @I 6" O.C. BASE PLATE (MIN) 2. FLOOR SHEATHING 3. FLOOR JOISTS PER PLAN 4. 2x CONTINUOUS RIM JOIST WITH (2) 10d NAILS PER JOIST 5. WOOD STUD WALL 6. SHEATHING AND NAILING PER SHEARWALL SCHEDULE 7. EDGE NAILING 8. 16d @ 6" O.C. WOOD JOIST AT WOOD STUD WALL NOS: 1. BASE PLATE NAILING PER SHEARWALL SCHEDULE 2. FLOOR SHEATHING 3. FLOOR JOISTS • PER PLAN SHEATHING AND NAILING PER SHEARWALL SCHEDULE 5. BEAM PER PLAN 6. EDGE NAILING 7. SIMPSON LU HANGER NOTES; 1. WOOD STUD WALL 2. CONTINUOUS 2x WITH 16d NAILS 12" O.C. 3. WOOD BEAM 4. SHEATHING AND NAILING PER SHEARWALL SCHEDULE WOOD STUD WALL AT WOOD BEAM tr WOOD JOIST AT WOOD STUD WALL SCALE: N.T.S. aim WOOD JOIST AT WOOD BEAM SCALE: N.T.S. (1) (3) ( ( SCALE N.T.S. (4) ( (6) (6) (7) (7) ( ( ( ( (2) (3) (4) ( WOOD STRINGER AT LANDING NOTES: 1. 16d CO 6" O.C. BASE PLATE (MIN) 2. FLOOR SHEATHING 3. 2x CONTINUOUS RIM JOIST WITH (2) 10d NAILS PER JOIST 4. SIMPSON A34 CLIP 5. 2x BLOCKING © 48" O.C. 6. FLOOR JOISTS PER PLAN 7. SHEATHING AND NAILING PER SHEARWALL SCHEDULE 8. EDGE NAILING 9. 16d c 6" O.C. NOTES; 1. DOUBLE EDGE NAILING 2. FLOOR SHEATHING 3. JOIST PER PLAN 4. SIMPSON LU TYPE JOIST HANGER 5. WOOD BEAM PER PLAN NOTES: 1. PLYWOOD SHEATHING 2. 2x BLOCKING 3. FLOOR JOISTS PER PLAN 4. DOUBLE 2x TOP PLATE 5. WOOD STUD WALL 6. 2x TREAD AND RISERS 7. 2x12 STRINGER NOTE: SEE ARCHITECTURAL PLAN FOR TREAD, RISER AND NOSING DIMENSIONS ol4b N.T.S. NTS (1) (2) (1) (2) (3) (4) (5) (6) WOOD JOIST AT WOOD STUD WALL 111/FA (2) (6) NOTES; 1. EDGE NAILING 2. PLYWOOD SHEATHING 3. JOIST PER PLAN 4. 2x BLOCKING W/ 3 -16d NAILS PER BLOCK 5. WOOD STUD WALL SHEATHING AND ATTACHMENT PER PLANS 6. 2X. CONT. RIM JOIST W/ 2 -10d NAILS PER JOIST 7. DOUBLE 2X. TOP PIATE W/ 16d NAILS AT 12" O.C. NOTES: 1. WOOD BEAM 2. SIMPSON HU OR HUTF TYPE HANGER REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2007 .6 WOOD BEAM AT WOOD BEA�'t T,ukwila 1. WOOD STUD WALL 2. SIMPSON H5 STUD TO STRINGER AT EVERY OTHER STUD 3. 2x TREAD AND RISERS 4. 16d @ 12" O.C. 5. (3) 16d MINIMUM AT EACH STUD 6. 2x STRINGER NOTE SEE ARCHITECTURAL PLANS FOR TREAD, RISER AND NOSING DIMENSIONS RECE V .._. MAY 18 2007 PERMIT GENIE' STAIR STRINGER TO WOOD STUD WALL CONNECTION SCALE N.T.S. w w CD co 0 cc cc alt 1 0 ca dd w (.5 I' c o- o d CC LLI CO III imams Z (7) uj CC) cc S1.2 w a Q co co 0 ® O Fun" c L Lili 8 . E EMISSEMESEEM SHEET NO. REPEREMEMINEO 9 ui 4n CO ifiZiMEMEMI PROJECT NO. smagargas 11,797 SCALE: N.T.S. SCALE: N.T.S. (7) WOOD TRUSS AT WOOD STUD WALL WOOD TRUSS AT WOOD BEAM (1) (2) All " (3) jIN (4) ( (3) (4) (5) (6) (7) (6) (8) NOTES: NOTES: 1. TRUSSES PER PLAN 2. SIMPSON A35 OR SIMPSON H1 AT EACH TRUSS 3. PLYWOOD SHEATHING 4. EDGE NAILING 5. 2x BLOCKING WITH (3) 16d PER BLOCK 6. WOOD BEAM 7. FASCIA PER ARCH. WITH (2) 10d PER TRUSS 1. PLYWOOD SHEATHING 2. PREFABRICATED WOOD TRUSS 3. EDGE NAILING 4. 2x BLOCKING WITH (3) 16d PER BLOCK 5. SIMPSON LU TYPE HANGER 6. PREFABRICATED WOOD TRUSS GIRDER WOOD TRUSS TO TRUSS GIRDER SCALE: N.T.S. tEEI 1. TRUSSES PER PLAN 2. ROOF SHEATHING 3. 8d 0 6" O.C. EDGE NAILING 4. 2x BLOCKING WITH (3) 16d PER BLOCK 5. SHEAR PANEL EDGE NAILING 6. SHEATHING AND NAILING PER SHEARWALL SCHEDULE 7. SIMPSON H1 CLIP AT EACH TRUSS 8. CONTINUOUS 2x FASCIA WITH (2) 1Od PER TRUSS (1) ( (3) (1) (6) (3) TRUSS RIDGE SCALE N.T.S. ._•_• 1 ur " ,,....,.,,..ci:...._________r _ _______ it PLAN - TYPICAL VALLEY FRAMING AT PREFAB D TRUSSES SCALE N.T.S. SCALE: N.T.S. WITH RIDGE VENTS WITHOUT RIDGE VENTS (4) (4) NOTES; 1. EDGE NAILING 2. RIDGE VENTS 3. TRUSSES PER PLAN 4. PLYWOOD SHEATHING 5. 2x SOUD BLOCKING NOTE$: 1. 2X OR VALLEY SET OVER FRAMING AT 24" O.C. 2. PREFAB WOOD TRUSS BELOW 3. UNE OF PLYWOOD SHEATHING JOINTS 4. 2x TO MATCH WIDTH OF CUT LAYED FLAT OVER PLYWOOD SHEATHING WITH 3--16d TYPICAL AT EACH TRUSS. 5. SIMPSON A34 OR 2 -16d NAILS, TYP. NOTE 1. PLYWOOD SHEATHING ON PRIMARY ROOF TRUSSES SHALL BE CONTINUOUS. 2. FOR CLARITY, SHEATHING OVER VALLEY FRAMING NOT SHOWN. 3. AT 2x OVER FRAMING USE THE FOLLOWING: Q' -4' 2x4 MIN. 4' -8' - 2x6 MIN. 8' -10' 2x8 MIN. 2x10 MIN. (8) (9) GABLE END TRUSS SCALE: N.T.S. (1) (5) WOOD TRUSS AT GIRDER TRUSS R tVVtL rte" CODE COMPLIANCE APPROVE JUN 2 2 2007 Cif Of TukW%ta B SCALE: N.T.S. ( MEE SCALE N.T.S. NOTES; 1. EDGE NAILING (1) 2. FASCIA PER ARCH. WITH (2) (2) 10d NAILS PER JOIST 3. 2x4 OUTRIGGER © 24" O.C. 4. (3) 5. ( (5) 6. (6) ( 7. 16d 0 6" O.C. BOTTOM TRUSS CHORD TO WALL TOP PLATE 8 . 2x4 BRACE 48" O.C. WITH SIMPSON A35 CLIP EACH END TRUSSES PER PLAN 9. BEM 1. EDGE NAILING 2 PLYWOOD SHEATHING 3. GIRDER TRUSS 4. JACK TRUSS 5. SIMPSON LU TYPE HANGER. AT HIP CARRIER, USE SIMPSON TH TYPE HANGER (6) 16d, TYP. 2. (4) 16d, TYP. 3. FULL HEIGHT STUD 4. CONTINUOUS DOUBLE TOP PLATE 5, HEADER AS PER PLAN, SAME WIDTH AS WALL 6. (2) CRIPPLE STUDS 'ECE VE MAY 18 2007 PERAiiiI CENTER 1. (2) 10d NAILS PER TRUSS SIMPSON A35 CUP AT EACH OUTRIGGER GABLE END TRUSS - SHEATHING AND NAILING PER SHEARWALL SCHEDULE BUILT -UP POST PARALLEL TO WALL cO co ® J I CC 4gC 0 - 44( 0 iii cc X C\11 t Own CC 0 C cn, Li. 1 W nt w CD CD w w w 0 a CO a z E ±- co w (7) 2 SHEET N0. S1.3 INIENINEMMI PROJECT NO. 11,797 w Q ■ 1 11"1" ipA _ I_ mu _ ra B 316 ---4 -- (1) (3) (4) (2 ( BUILT -UP POST PERPENDICULAR TO WALL SCALE: N.T.S. SCALE N.T.S. (2) (3) (1) NO SCALE (3) (4) 1. 6x SAWN OR 5 1/8" GLB 2. (6) 16d EACH SIDE, PLYWOOD FILLER 3. (1) NOTES; 1. WOOD BEAM PER PLAN 2. SIMPSON ACE TYPE POST CAP 3, WOOD COLUMN PER PLAN WOOD BEAM AT WOOD COLUMN 4. 4x SAWN OR 3 1/8" GLB NOTES: 1. TOP CHORDS OF TRUSS JOISTS OR TRUSSES AS OCCURS. 2. 2x4 WITH SIMPSON F24 HANGER EACH END. 3. FOR OPENING DIMENSION, SEE MECHANICAL DRAWINGS. 4. 2-2x4 WITH SIMPSON F24 -2 HANGER EACH END. TYPICAL FRAMING AROUND SMALL OPENING 12" ROUGH OPENING WIDTH WOOD HEADER SCALE: N.T.S. ( ( (3) (1) ( (2) (3) ( ( (6) (5) BUILT-UP WOOD MEMBER (1) NOTES; 1. WOOD STUD WALL 2. WOOD HEADER PER PLAN 3, (2) 16d TOENAILS EACH SIDE, EACH END 4. (2) 16d AS SHOWN 5. RUN VERTICAL STUDS UP PAST HEADER AS SHOWN 6. (2) 16d 12" O.C. 7 . 16d @ 12" O.C. STAGGERED BOTH SIDES 8. DOUBLE STUDS UNDER HEADER BEARINGS FOR OPENING WIDTHS GREATER THAN 5' —O" 1. 1/4 DEPTH OF MEMBER, TYPICAL 2- 1/2"0 BOLT, MINIMUM 3. (2) 2x12 AND LARGER USE 1/2 "0 BOLTS @ 24" O.C. 4. 16d SPIKE, MINIMUM 5. (2) 2x10 AND SMALLER USE 16d SPIKES AT 12" O.C. STAGGERED SCALE: N.T.S. INOUE SCALE: N.T.S. X F1=1= SCALE: N.T.S. 6' -0" MINIMUM LAP 16d @ 4" O.C. (3) (4) NODES: 1. BEAM SPLICE AS OCCURS 2. WOOD BEAM PER PLAN 3, SIMPSON AC TYPE POST CAP 4. WOOD COLUMN PER PLAN WOOD BEAM AT WOOD COLUMN NMI EMI MEM NIEL Difl NOTES: 1 1. TOP PLATE SPLICE OVER STUD ONLY. 2. DOUBLE TOP PLATE. 3. WOOD STUDS. ( (3) TYPICAL SPLICE OF TOP PLATES a R � � CODE COMPLIANCE APPROVED JU N 2 2. 2D0 Tukwila Of Tu City c V BUILDING RECEIVED MAY 1 8 2007 PERMIT CENTE cc a re re o z '± t� oact I M2W514 z F. a rsi w 0 W W [] 0 INNIZSIMMEMBEI SHEET NO. 0 ao S1.4 itfilaimimm PROJECT NO. 2 o to ui 073 as in 4 03 11,797 w 1— 0 Cii 0 c CC: 0 Ca ix CD w M - 0cvw 0 U V) 5.0 r MIN. N.T.S SCALE: N.T.S. (5) 22" MIN. (6) ( ( (3) (6) LATERAL RESTRAINT PANEL (7) 1. (2) STUDS 0 SHEAR WALL EDGES. NAIL STUDS TO ADJACENT STUD W/ 10d © 12" O.C. 2. PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEAR WALL NAILING 3. SHEAR WALL SHEATHING. (1) 4. ANCHOR BOLT SEE SHEAR WALL SCHEDULE 5. EDGE OF SHEAR WALL SEE FLOOR PLANS 6. HOLDOWN REQ'D BOTH EDGES OF SHEAR WALL 7. TREATED SILL PLATE SHEAR WALL DETAIL W/ SIMPSON TIE HOLDOWN ( NOTES: 1. 2x TOP PLATE 2. CONTINUE HEADER TO END STUD 3- 8d © 3" O.C. EACH WAY ON HEADER 4. SIMPSON STH014 - INSTALL PER MANUFACTURER'S RECOMMENDATIONS 5. (2) 10d NAILS TO HEADER 6. CORNER END STUD AS OCCURS 7. (2) 2x STUDS OR 4x POST 8- 8d 0 3" O.C. ALL PLATES, HEADERS AND STUDS 9. 1/2" NOMINAL APA RATED SHEATHING 10. 5/8" DIAMETER ANCHOR BOLTS - EMBED 7" MINIMUM WITH 2"x2"x3/16" PLATE WASHER 11. (3) 2x PLATES - NAIL SHEATHING TO EACH PLATE 12. 8d @ 3" O.C. INTO EACH PLATE 13. TOP OF CONCRETE 14. MAX. HEIGHT OF PANEL IS 3.5 X WIDTH. RAISE CONCRETE STEM WALL AS REQUIRED TO MAINTAIN THIS ASPECT RATIO. STEM WALL VERTICAL REINFORCING TO BE (3)- #4 BARS EVENLY SPACED. NOTE ALL STUDS TO BE DOUGLAS FIR #2 IN LATERAL RESTRAINT PANELS ( (5) N.T.S N.T.S (6) SHEAR WALL DETAIL WI SIMPSON STRAP 11E HOLDOWN FLOOR SUPPORTED BY FOUND 01 (11) HOLDOWN FASTENERS ANCHOR DIA. PHD2 10 SDS 1/4X3 PHD5 14 SDS 1/4X3 PHD6 18 5D5 1/4X3 5/8 0 5/8 0 7/8 0 (13) (14) (4) (15) (16) SHEAR WALL DETAIL W/ SIMPSON HOLDOWN (15) (16) (17) 1. a'a- �a ste a d `.. u.' o '.-• CODE COMPLIANCE APPROVED JUN 2 2 2007 City Of Tukwila BUILDING DIVISION (18) 7. 8. 9. (2) STUDS ® SHEAR WALL EDGES. NAIL STUDS TO ADJACENT STUD W/ 10d © 12" O.C. 2. PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEAR WALL NAILING 3. SHEAR WALL SHEATHING. NAIL TO INTERMEDIATE FRAMING @ 12" 0.C. 4. PANEL EDGE NAIUNG AT SILL PLATE 5. EDGE OF SHEAR WALL, SEE FLOOR PLANS 6. CORNER, OR DOOR OR WINDOW 7. PANEL EDGE NAIL SPACING 8. RJ TYPE HOLDOWN REQ'D BOTH EDGES OF SHEAR WALL 9. PANEL EDGE NAIL SPACING 10. ANCHOR BOLT SEE SHEAR WALL SCHEDULE 11. SHEAR WALL SHEATHING 12. RIM JOIST 13. TREATED SILL PLATE 14. HOLDOWN 15. (2) STUDS 16. SOLE PLATE NAILING 17. FLOOR SHEATHING 1 CONT. DOUBLE STUDS 1. SHEARWALL EDGES. NAIL STUDS TOGETHER 10d 0 12" 0.C. 2. SHEARWALL SHEATHING CONT. FROM TOP PLATE OF WALL TO SILL PLATE. IF NOT, CONT. CONTACT ENGINEER. NAIL TO INTERMEDIATE FRAMING 0 12" O.C. 3. HOLDOWN REQ'D BOTH EDGES OF SHEARWALL 4. PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEARWALL NAIUNG 5. PANEL EDGE NAILING ON SILL PLATE 6. EDGE OF SHEARWALL SEE FLOOR PLANS ATTACHED CORNER, OR DOOR OR WINDOW PANEL EDGE NAIL SPACING SETUP TAPPING LAGS SCREWS 10. PANEL EDGE NAIL SPACING 11. SIMPSON SSTB ANCHOR BOLT 12. ANCHOR BOLT SEE SHEAR WALL SCHEDULE 13. SHEAR WALL SHEATHING 14. SOLE PLATE NAILING 15. RIM JOIST 16. TREATED SILL PLATE 17. DOUBLE STUDS 18. FLOOR SHEATHING RECEIVED MAY 18 2007 (� BOT. PLATE @ FLR. SUPPORTED BY FDN WALL PERM T CENTEF J 0 a 0 De w w w ce 0- i 0 w 0 W 0 co 0 2 cc w 1 0 0 w w 0 0 S CO lad Et LU U .1 8 v S1.5 PROJECT NO. 11797 ca w 0) 0) rn cst J U M eft 0 (fi cc rct �- v 0 47 g CM El>. L11 ' 0cm ".2 CI 1 SHEET N0. 0 0 1 1 (1) (12) STRAP HOLDOWN AT SHEAR WALL a ri; SUPPORTED BY BEAM B N.T.S. (1) (1) NOTES; 1. WOOD STUD WALL 2, DOUBLE STUD AT EDGES OF SHEAR WALL 3. STRAP PER PLAN. CENTER BETWEEN FLOORS. 4, SOLID BLOCK UNDER STRAP AS REQ'D. 5. BLOCKING OR RIM JOIST AS OCCURS. HOLD -DOWN STRAP AT WOOD STUD WALL 1. EDGE OF SHEARWALL SEE ATTATCHED FLOOR PLANS 2. PANEL EDGE NAILING 3. PANEL EDGE NAIL SPACING 4. CORNER, OR DOOR, OR WINDOW 5. DOUBLE STUDS 0 SHEAR WALL EDGES 6. SHEARWALL SHEATHING PLWD., 1/2" MIN. THICKNESS 7. SIMPSON MST60 STRAP — WRAP AROUND JOIST OR BEAM — CENTER STRAP AT SOLE PLATE 8. SHEATHING 9. SOLE PLATE NAILING SEE SHEARWALL SCHEDULE 10. FLOOR SHEATHING 11. MULTIPLE JOIST OR BEAM BELOW WALL 12. SIMPSON MST60 STRAP — WRAP AROUND JOIST OR BEAM — CENTER STRAP AT SOLE PLATE NOTE: WALL SHEATHING NOT SHOWN FOR CLARITY (2) (1) (6) (1) (6) f ( N Do14 (3) ( ( ( (8) I 1N—(6) TWO-STORY SHEAR WALL ELEVATION 1. MULTIPLE STUDS (MIN. 2 U.N.O.) AT EACH END OF PANEL NAILED AS BUILT —UP POST — TYP. 2. WOOD STUDS 3. SHEATING MATERIAL 4. BLOCKING REQUIRED AT SHEATHING PANEL JOINTS, TYPICAL. 5. SIMPSON STRAP PER SCHEDULE 6. HOLDOWNS AS OCCURS 7. ANCHOR BOLTS 8. FIRST FLOOR LINE (5) 9. SECOND FLOOR LINE REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2007 City Of Tukwila B ILDING DIVISION SHEAR WALL SCHEDULE NOTES 1. FRAMING STUDS SHALL BE HEM F1R #2 SPACED 0 16" O.C. MAX. 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 BLKG. U.N.O. 3. ALL DXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS SHALL RECEIVE APA RATED SHEATHING, FULLY BLOCKED WITH MINIMUM EDGE NAILING OF 10d 0 6" O.C. EDGE, 12" O.C. FIELD. 4, NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES AND BLKG. 5. MINIMUM ANCHOR BOLT SPACING : 4' -0" O.C. UNLESS OTHERWISE SPECIFIED IN SCHEDULE) MINIMUM 2 ANCHORS PER WALL PROVIDE 2"x2 SQUARE WASHERS EACH ANCHOR. DO NOT RECESS BOLTS. RECEIVED MAY 18 2007 PERO" CENT E,. z w (7) 2 CO LIJ 0 cc cc 0 LU 2 CC .zegt 0 a w w 0 c, z X m 2 Ca w 0 a CO CC Ci CL I 1 CO CO CO SHEAR WALL SCHEDULE WALL MARK SHEATHING SIDES PANEL EDGE NAILING FIELD NAIUNG FRAMING AT ADJ. PANEL EDGES BASE PLATE ATTACHMENT ANCHOR BOLT SPACING FDN, SILL PLATE/ FLOOR BASE PLATE BLOCKING /RIM JOIST ATTACHMENT VALUE LB /Fl` P1 -6 " 1 /2 PW ONE " 10d @ 6 O.C. 12 O.C. 12" 2 X 16d NAILS ® 6" O.C. 5/8 "0 0 48" Q.C. 2X SIMPSON A35 @ 48" O.C. 278 i 1/2 PW ONE 4" 10d ®4 O.C. " 12 Q.C. 3x OR (2) 2x () 16d NAILS 4" O 5/8 "0 ® 32" O.C. 3x SIMPSON A35 " 24 O.C. 418 5/8 "0 0 16" O.C. 2X P1 �3 " 1 /2 PW ONE 3" 1 Od 3 O.C. 12 O.C. 3x OR 2 2x () 16d NAILS " 3 O.C. 5/8 "� 0 24" O.C. 3x SIMPSON A35 @ 16 O.C. 545 5/8 "0 0 12° O.C. 2x P1-2 1 /2" PW ONE 10d 0 2" O.C. 12" O.C. 3x OR (2) 2x (2") Q.C NAILS 0 5/8 "0 0 16" O.C. 3x S N A35 0 713 (1) (12) STRAP HOLDOWN AT SHEAR WALL a ri; SUPPORTED BY BEAM B N.T.S. (1) (1) NOTES; 1. WOOD STUD WALL 2, DOUBLE STUD AT EDGES OF SHEAR WALL 3. STRAP PER PLAN. CENTER BETWEEN FLOORS. 4, SOLID BLOCK UNDER STRAP AS REQ'D. 5. BLOCKING OR RIM JOIST AS OCCURS. HOLD -DOWN STRAP AT WOOD STUD WALL 1. EDGE OF SHEARWALL SEE ATTATCHED FLOOR PLANS 2. PANEL EDGE NAILING 3. PANEL EDGE NAIL SPACING 4. CORNER, OR DOOR, OR WINDOW 5. DOUBLE STUDS 0 SHEAR WALL EDGES 6. SHEARWALL SHEATHING PLWD., 1/2" MIN. THICKNESS 7. SIMPSON MST60 STRAP — WRAP AROUND JOIST OR BEAM — CENTER STRAP AT SOLE PLATE 8. SHEATHING 9. SOLE PLATE NAILING SEE SHEARWALL SCHEDULE 10. FLOOR SHEATHING 11. MULTIPLE JOIST OR BEAM BELOW WALL 12. SIMPSON MST60 STRAP — WRAP AROUND JOIST OR BEAM — CENTER STRAP AT SOLE PLATE NOTE: WALL SHEATHING NOT SHOWN FOR CLARITY (2) (1) (6) (1) (6) f ( N Do14 (3) ( ( ( (8) I 1N—(6) TWO-STORY SHEAR WALL ELEVATION 1. MULTIPLE STUDS (MIN. 2 U.N.O.) AT EACH END OF PANEL NAILED AS BUILT —UP POST — TYP. 2. WOOD STUDS 3. SHEATING MATERIAL 4. BLOCKING REQUIRED AT SHEATHING PANEL JOINTS, TYPICAL. 5. SIMPSON STRAP PER SCHEDULE 6. HOLDOWNS AS OCCURS 7. ANCHOR BOLTS 8. FIRST FLOOR LINE (5) 9. SECOND FLOOR LINE REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2007 City Of Tukwila B ILDING DIVISION SHEAR WALL SCHEDULE NOTES 1. FRAMING STUDS SHALL BE HEM F1R #2 SPACED 0 16" O.C. MAX. 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 BLKG. U.N.O. 3. ALL DXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS SHALL RECEIVE APA RATED SHEATHING, FULLY BLOCKED WITH MINIMUM EDGE NAILING OF 10d 0 6" O.C. EDGE, 12" O.C. FIELD. 4, NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES AND BLKG. 5. MINIMUM ANCHOR BOLT SPACING : 4' -0" O.C. UNLESS OTHERWISE SPECIFIED IN SCHEDULE) MINIMUM 2 ANCHORS PER WALL PROVIDE 2"x2 SQUARE WASHERS EACH ANCHOR. DO NOT RECESS BOLTS. RECEIVED MAY 18 2007 PERO" CENT E,. z w (7) 2 CO LIJ 0 cc cc 0 LU 2 CC .zegt 0 a w w 0 c, z X m 2 Ca w 0 a CO CC Ci CL I 1 CO CO CO Riverton Lane Lot 9 13004 38th Lane South Tukwila, WA 98168 2200 Plan Lot = 6,878 SF House = 1,600 SF Patio = 120 SF Drive = 615 SF Percentimpervious = 33.95 % P - Power G - Gas C - Cable TV T - Telephone S - Sewer ST - Storm W - Water 100.03 38t 34.73 LC ne Sout 6o1 Union Street Suite boo Seattle Wa, 98101 2 06 - 322 - 4393 74.74 R = 35.00 52.34 67.85 o14S „ 130t 1” _ 10' Street approved plat storm system REi/IEVVE p CODE COMpr, w APPROVED JUN 2 2 20117 0 0 City BUILDING DIVISICh S CIL piss have been reviewed by the y Public \ \'<)rks Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: $ _WS/6'7 044i NO SIGNIFICANT TREES ON THIS LOT. NO REPLACEMENT TREES REQUIRED. CORRc O'flON LTR# �.. Footing Drains, crawl drains and roof drains to connect to RECEIVE f JUN 15 nu; PERMIT GEN ) X07- l83 Detla 94 °18'55" 38 °37'29" 12 °03'56" 62 °08'28" 41°39'18" 57 °43'31" 41 °12'22" 42 °27'24" 14 °45'46" 23 °51'43" 85 °41'05" ti '3rr r4 r yr ? X 2139 w- � Ya ` Y )CIATION IS HEREBY ;T "B" AS SHOWN POWER AND LIGHT SEMENT RECORDED S FILE NUMBER OF SUBJECT EASEMENT IS NOT TAX LOT NO. 733240 -0070 VERSIDE INTERURBAN TRACTS, RECORDED IN VOLUME 10 OF TY, WASHINGTON. LYING WEST • ;T 54, ACCORDING TO THE LUME 24 OF PLATS, PAGE 49, :EPT THAT SOUTH 100 FEET 0 8 z 0 J X 92 94 88 TAX 1,QT N0.1 192080 '-0035 6 TAX OT NO. 192080 0025 5 4 TAX LOT NO. 192080- 0015 n A\ /Ic DCDI AT ('E TDA - `T LZ rr 2 c co TAX LOT NO. 192080- 0005 Ire Hydrant Co 0 01 86 68 88 07 3 METHOD USED: DATE OF SURVE BASIS OF BEAR FO R LIANCE ED 07 RE MAY PERM LEGE A 4- 0 E VE 1 2007 T GENIE FOUN S 13 / FO[JN