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Permit D07-184 - CHARTER HOMES - LOT 3
CHARTER HOMES LOT 3 13013 38 LN S D07 -184 Parcel No.: 7340600805 Address: 13013 38 LN S TUKW Suite No: Tenant: Name: CHARTER HOMES - LOT 3 Address: 13013 38 LN S , TUKWILA WA CitybJf 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 Owner: Name: CHARTER HOMES INC Address: 601 UNION ST, SUITE 5100 , SEATTLE WA 98101 Phone: Contact Person: Name: KEVIN KAUL Address: 601 UNION ST, SUITE 5100 , SEATTLE WA 98101 Phone: 206 -947 -2205 Contractor: Name: CHARTER HOMES INC Address: 4616 25 AV NE #598 , SEATTLE WA 98105 Phone: Contractor License No: CHARTHI962KF doc: IBC-10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 184 Issue Date: 06/15/2007 Permit Expires On: 12/12/2007 Expiration Date: 05/06/2008 DESCRIPTION OF WORK: CONSTRUCTION OF A 2,225 SQ FT SINGLE FAMILY RESIDENCE, 445 SQ FT ATTACHED GARAGE AND AN 80 SQ FT COVERED DECK AREA. (REFERENCE PW04 -093) PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, AND DRIVEWAY ACCESS. WATER DIST. 125 & VAL -VUE SEWER DIST. Value of Construction: $228,661.25 Fees Collected: $5,027.83 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 007 -184 Printed: 06-15 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Signature: Print Name: doc: IBC-10 /06 aelt fe-c/C_ 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 Permit Number: D07 -184 Issue Date: 06/15/2007 Permit Expires On: 12/12/2007 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 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of authorized to sign and obtain this development permit. �. RA J Date: (0 -0 Date: (o/ y -- /bT 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. 007 - 184 Printed: 06-15 -2007 Parcel No.: 7340600805 Address: Suite No: Tenant: doc: Cond - 10/06 1301338LNSTUB:W 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 3 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -184 ISSUED 05/18/2007 06/15/2007 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 007 -184 Printed: 06-15 -2007 Permit Center. 18: ** *PLANNING DIVISION CONDITIONS * ** 20: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila 24: Fire hydrants shall be oriented in the direction of fire apparatus access. 33: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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: Prior to final approval the landscaping must be installed on each individual lot. 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. 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: 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) 23: 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) 25: Fire hydrant installation requires a Public Works permit. 26: 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) 27: Maximum grade for all projects is 15 %. 28: Adequate ground ladder access to rescue windows shall be provided. 29: 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) 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. D07 -184 Printed: 06-15 -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 34: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 35: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 36: 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. 37: Any material spilled onto any street shall be cleaned up immediately. 38: 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. 39: 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. 40: 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. 41: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. doc: Cond -10/06 * *continued on next page ** D07 -184 Printed: 06-15 -2007 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: doc: Cond -10/06 /(V j X- 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 Date: 6,// £107 007 -184 Printed: 06-15 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Site Address: /3 C 0/3 • .3 � £ S. Tenant Name: Property Owners Name:. NIBS I . Mailing Address: • ON\ • Name:_ IKON((t \ k Day Telephone: Coln) 6 14q. • Z?�S Mailing Address: 0 . 6. • a 5" D O - l t ( k a 4 t 01 City Zip E-Mail Address:_ ��,C�l �A \ � ,G�rl.0. r n44--S t Fax Number: 67.01.0' Z-'Z- lup, Rb Ie hant t tlylr�') a ` fun) nigfi Gas wing Company Name: CA 1Te 1<'— {-kt At, I N C..- • Mailing Address: • O S Contact Person:_ 1�♦✓ �((/� FSAc1.�l� E -Mail Address:_ }c}�; ..�1 ��V G r/� G�11pr Lr . Number: (2.p1t) 3�..�....— 0 Contractor Registration Number: C.-1-4 C�T A 1�1Z�f tr Expiration Date: •.s I me I 2.--p0 Company Name: - Rb S Company Name: Mailing Address: V: Mailing Address: la-2, 3 I I Contact Person: �r Crt4 G o Pttu S E -Mail Address: Contact Person: E -Mail Address: S i - im i t*, D Era C. I N �. r_/L s! L'/ L Z vio/ S. Flo - s-" FR-J z W t L..g, Q: Applications\Forms- Applications On LineU -2006 - Permit Appliution.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 ** King Co Assessor's Tax No.: 7 34 c - O s S Suite Number: Floor: New Tenant: ❑ Yes ❑..No O lJ� State City State Zip Day Telephone: (2 01.;)q4 -74- - 22 C3G r e 21. t.(- f Y CJe_ i4.Jg- City State Zip Day Telephone: '(Z = 74'4.- 3 03 Fax Number: -7:1-coev:a t . 98 t/d 9 City State Zip Day Telephone: 2s3- 97Y 9 Ys�p Fax Number: LS3 - / J .3 Page 1 of 6 �S, fi :+`✓ �' 1 l ;'' r Z ' _ r } �b (y�[�r ; stll i3 %. s ,K+HC "�} 'C 4 7 / / yip ( � r1 : + �rt4MJrl �;5 r�(dd tttan 1, y s- _, � nQ` ,+ y �T ,( 5,,, -. Ntftt fi r/ 4 ', ma r r �esaf rf �� 'i xr"�f ✓ ✓ �j� 5'S/ ✓ x rF 5 am} � � ,. Yf"' �� T .•+ ✓:. } t /+ .t, ;'; 4 /� /f �Y�aYy�e - / 5 /070 Floors thin Basement keeessety Stry title* < o�eredI)eck U ncovered'Deek ` Valuation of Project (contractor's bid price): $ 3 t 01 O 0 0 Existing Building Valuation: $ -- Scope of Work (please provide detailed information): 11 Et�J S t+J t...£ eta L I FeSt 1 6 E.1• C Will there be new rack storage? ❑ ..Yes (If yes, a separate permit and plan submittal will be required) footage) PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 1, 55 0 Floor area of principal dwelling: Z72.5 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 E? No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: 0.. Sprinklers ❑.. Automatic Fire Alarm (..None ( p (specify) ❑ ..Other s eci Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ®.. No If `yes'; attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. SEPW 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: ApplicationsWomwApplieadons On lineU -2006 - Permit Apphestion.doc Revised: 4-2006 bh Page 2 of 6 tli/ t7W "Ltia7L 4.6:101 Lt7b3LLt74bL Scope of Work (please provide detailed information): S uIC 2r A i Q .. T Water Availability Provided :1 _ . ! U Please Teter to PzbUc Works Blolledn.#1 •forJees as d eatimate•abeet. �... Water District Still 6 . a1Vue p .. Renton ...Sewer Use Certificate Sewer Availability Provided Ora -Site Septic System -For oa -site septic system, provide 2 copies of a current septic design improved. by King County Health Department ib4 which apoM -Civil Plans (Vlattimnm Paper Size- n* tt 3e) ...Tocluxical Information Report (Storm a :; , :.0) p ..Boras p .. Insurance .. Easement(s) Q Activities (mark boxes that moot* C] ...Ri of -way Use - Nonprofit for lees than. 72 boors p . -of-way Use • No Disturbance Canuuvesion/Excavation/Fdl - Right-of-way Non Right-of-way ✓ (5 Total Cut Total Fill 50 So ^:- Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Floe Improvements p ...Traffic Control ❑ ...Bad Oow Preveoaxon - Fire Protection Eared � NFORMA'ITON Fern line Size at Property T,ioe ❑ .Water p _-Sewer M agdly ScrviceAillin2 to' Nome: Mailing Address: cubic yards cubic yards Q:Mpphati MPOkviflrAptitioadam Oa Unet:L201A - p+lffdt Apotlrnlkv.& tlh p -fir , Zone s age ❑ ,. Abandon Septic Tank ❑.. Curb Cut: ❑ .. Pavement Cot ❑ .. Looped Fin; Lino Irri ., Domestic Water_ 1. t Q1 ; .�errnanemt wader Meter size... 's /g Q ...Teurporery Water Meta Size .. „ CI ...Water Only Meter Size •• in - Sewer Main Extcasion...._....- Public ...Water Main Extension. - Public Call before you Dig: 11-800-44-5555 p Higb WO it wo a WO Private Private Number of Public The Hydrant(s) ❑ - ..Sewage Treatment Water MeterRe 1 8i7Uaa: Name: Mailing Address trrwim I CR riU19CJ E( &otecbnicill Report .. Maintenanef Agre«aent(s) 0 .. Renton ❑ .. Seattle p ..Right-of4 Use - Profit for less than 72 hours ❑ .. Right-of y Use - Potential Disturbance ❑ ...Traffic impact Analysis p.. -Hold Harmless - (SA.0) ❑...Held Thornless - (ROW) .- Gram Interceptor �o Charaaelizatian t ,French Excaystion Q' Utility Undergmaunding 0 . ? Deduct Water Meter Sin r Day Telephone: City Soho Day Telephone: Clay Stare Zip Zip Page 3of6 t71/ CIU/ .LC/V.1 L3. Ul LUG3L4 J QL I Date Application Accepted: vior Print Name: e/.t L ffut elvenfOon PAPOIk•ionaOnL1neu.2f g •tea RPM* t VI ,,,N. 14.IS I II , - •SV Value of Constant ion —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 Pcmtit Center to comply with anent 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. Baslin®d Mechanical Permit The Building Official may grant one or more actensions of time for additional periods not exceeding 90 days each. The extension shall be requested bn writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). The Building cial may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause dernoostrated. Section 103.4.3 Uniform Plumbing Code (current edition). 1 HEREBY CERTIFY THAT I HAW READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASF1TNGTON. AND] AM AUTHORIZED TO APPLY FOR THIS PERMIT'. BUILDING OR A(T[RO / Signature: Date: £/a / 7 Date Application Expires: Day Telephone:J.0Lp 9`l 7— Zoo S Mallmg Address :Job/ riu•ervAr. (r>r 6A3 5F4-172 -E G✓4. 5fa'ia / City sty Staff initials: Page 6 of Parcel No.: 7340600805 Address: 13013 38 LN S TUKW Suite No: Applicant: CHARTER HOMES - LOT 3 Receipt No.: R07 -01143 Initials: WER Payment Date: 06/15/2007 01:59 PM User ID: 1655 Balance: $0.00 Payee: CHARTER HOMES INC TRANSACTION LIST: Type Method Description Amount Payment Check 9139 1,513.38 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 Account Code Current Pmts 000/322.100 000/342.400 000/342.400 000/345.830 104.367.120 RECEIPT Permit Number: D07 -184 Status: APPROVED Applied Date: 05/18/2007 Issue Date: 250.00 23.50 113.00 113.00 1,013.88 Total: $1,513.38 Payment Amount: $1,513.38 doc: Receiot -06 Printed: 06 -15 -2007 Parcel No.: 7340600805 Address: 13013 38 LN S TUKW Suite No: Applicant: CHARTER HOMES Receipt No.: R07 -00887 Payee: CHARTER HOMES INC 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 Initials: WER Payment Date: 05/18/2007 02:11 PM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount ACCOUNT ITEM LIST: Description doc: Receipt-06 Payment Check 8966 3,514.45 BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Total: $3,514.45 Permit Number: D07 -184 Status: PENDING Applied Date: 05/18/2007 Issue Date: Payment Amount: $3,514.45 2,127.24 1,382.71 4.50 8354 05/18 9716 TOTAL 7028.90 Printed: 05-18 -2007 Project: ,v / 7 //6/vie Type o .inspection: Nei / Address: 3 IN Date Called: Date Wanted) i ted) /Q� m Special Instructions: p.m. Requester: , 2 & C - 2 7 Phone 7 / � 9 INSPECTION RECORD Retain a copy with permit PERMIT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: 1-//v4/ (2 R. TO d(V Inspe 58.00 REINSPECTION FE paid at 6300 Southcenter B Date: REQUIRED. Pri • to inspection. fee must be d.. Suite 100. '- It the schedule reinspection. 'Receipt No.: 'Date: Approved per applicable codes. Corrections required prior to approval. a�- Project: / �/ l //A /lei' //erli.e S Type In ;pection: e i Ain [ .___I /k ,, Address: /30/3 38 L&' Date Called: Special Instructions: Date Wanted: /v_ /- .m) m. Requester: Phone No: ,2X-2"2/- 6 K/ / � INSPECTION NO. v t , Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 rat — .00 REINSPECTION FEE REQUIRED. J 6 rior to inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. eipt No.: (Date: PERMIT NO. El Corrections required prior to approval. Projec : (?/ J�P� dd -IFS Type of Inspection: _ r /00 �vs . Address: J 0/, c � L� S Date Called: Special Instructions: Date Wante : J /3 / /C- 4.m„ p.m. Requester: Phone No: / _ / , �+L ,7206 7 Co Y7 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 21 -Approved per applicable codes. El Corrections required prior to approval. COMMENTS: $ $$.00 REINSPECTION F REQUIRED, Prior to inspection. fee must be did at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: `Date: COMMENTS: Type of Inspection: Ai 6 (/' - Date Called: Special Instructions: Date Wanted: _ a. n. ifi l �: id ri / 1)e ✓ t./1 --- ( 7 k - -; 7i - .. -7/d T / /c;�P ./SV,A.. / Project: (h4 /•/r'/ // Type of Inspection: Ai 6 Address: 2 O L/t■ S Date Called: Special Instructions: Date Wanted: _ a. n. Requester: Phone No: C - 2 7 / — 075 - L INSPECTION RECORD INSPEIION NO. PERMIT Retain a copy with permit 7-/ INSPE ION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 121 Approved per applicable codes. ❑ Corrections required prior to approval. ector• I Dat :60 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: , 1 /I/k/- / - /C,v of Inspection: (- /l Jiv.5 - Address: /3 38 LN S Date Called: Special Instructions: Date Wanted: 9" 3 0- 07 �a rrC p.m. Requester: n bn: Z7f INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION la 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: nsp or: ff"' / I Dat e;., 3D (Receipt No.: 'Date: $58.00 REINSPECTION 4EE REQUIREb. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Project: , 04i - 9/f! r /IC/ / c 7 of Inspection: / /-= la r2v7 b 7 / ril Address: /3 DI -j 3BLN -) Date Called: Special Instructions: Date Wanted: g - 30 -0-7 p Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit nd - /eq PERMIT NO. CITY OF TUKWILA BUILDING DIVISION J 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 pproved per applicable codes. Corrections required prior to approval. COMMENTS: (Date• .O - 30 — ) 6' .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. !Receipt No.: 'Date: PType Ch/7711'. / /f i 6 L of Inspection: CL 'JZ "I F. Add ss: / X 0/.3 3° LAi $ Date Called: Special Instructions: ii" Date Wanted: _ v_ O '7 c__( 7 p.m. Requester: Phone No: INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION la. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 0 Approved per applicable codes. COMMENTS: Insp- or (1iba.t !Receipt No.: INSPECTION RECORD Retain a copy with permit / ' - 7 /8z/ El Corrections required prior to approval. Date Grp C� ` z 00 REINSPECTION FEE R UIRE Prior to inspection, fee must be id at 6300 Southcenter Blvd uite 00. Call the schedule reinspection. 'Date: COMMENTS: 147 94,C' s /7,- 1.ti4-4/v Y) ,`( - (z /7 /;,,,.1c;(-- (-/en/ s �J // _ /?) 7 ) / s> j �, S /l%4 / i ,ti 1Jr3h5`Pt/ 2-i ,// fru5 r. J roc Nil; is #'- / 5 S n-/< 7JZI✓ r-7d / F : e (r,_ AD c5 ,; 45 /y s10/,' - - .e/S s /i /dS AA --/ / 1- 5/ 41/ Date Wa ted: aim- OI TO ,214/52/14 -----)\ Project: Chi / 7F/ 40rn, S Type of Inspection: /= /?4 ,C Address: /30/ 7 3 g2-.41 Date Called: Special Instructions: Date Wa ted: aim- Requester: Phone No - 27/- 69v9 INSPECTION RECORD Retain a copy with permit INSPE• ION NO. PERMIT N .. CITY OF TUKWILA BUILDING DIVISION *-• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 El Approved per applicable codes. ec for Date: / 7 .00 REINSPECTION F E REQUI D. Prior to inspection, fee must be 6300 Southcente Blvd.. Suite 100. Call the schedule reinspection. at paid 63 'Receipt No.: 'Date: • Corrections required prior to approval. Proj t: M ..t�A /W 3 Type of Inspecti : 4 9J /� .4.2. Address: /Z40i3 3f3 Date Called: Special Instructions: Date Wanted -617 Vim Requester Phone No: 2 — 2-7/4 W INSPECTIO NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspec r: 'Dat - 00 REINSPECTION F E REQU ED. Prior to inspection, fee must be paid at 6300 Southcenter : lvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: (206)431 -36 Project: 4)/Type .r /4/ -*.0 3 of Inspection: U / W/ a 'I' Address: .► p t /3013--3.5 L•, SD Date C II d: Special Instructions: Date Wan j � c / :-- � 7 a Requestertec Phone No: ��- /- 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t,e ..�i.�,r r (2 ' 6)431 -3 7 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: C w/►//s4,-4/,44/ Date; _ .00 REINSPECTIOI FEE REQU(ED. Prior to inspection, fee must be paid at 6300 Southcen r Blvd.. S 'te 100. Call the schedule reinspection. Receipt No.: 'Date: Pro' j: ( %q t /��m�s Type of Inspection: - 7/4.6(e ° /_.1 /o6 ✓ Addr ss• /J .3z; .ti S Date Called: Special Instructions: Date Wanted: Ca m._ 7-" /g— v7 p.m. Requester: Phone No: X06 -27 -6 �-� L INSPECTION RECORD Retain a copy with permit INSPE ION NI. CITY OF fUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 a 7-45V PE IT NO. (206)431 -3670 OMMENTS: specto -4 J Date: 7—i g —v'7 .00 REINSPECTION FEE REQUIRED. P or to inspection, fee must be —' pf at 6300 Southcenter Blvd., Suite 10 . Call the schedule reinspection. 1 Recipt No.: 'Date: proved per applicable codes. Corrections required prior to approval. Project 77 / /pFl S c1%'T rn Type of Inspection: ,i- Od /,Svc, j, -4m Address: Date Called: Special Instructions: Date Wanted: .m. 7— /0- 07 p.m. Requester: Phone No: 0-.C.---77/- 699( INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE 7/ l (206)431 -3670 proved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Date' . 7 —'b I REINSPECTION FEE QUIRED. P r to inspection, fee nxlist be at 6300 Southcenter Blvdd� Suite 100 the schedule reinspection. 'Receipt No.: 'Date: Proje 1.-oi‘3 Type of Inspection: 7e29 1(.4.,--L4fl 6 Address: 1 3sv/— 39 Z C Date Called: Special Instructions: • Date Wanted: 7 -3-0-7 p.m. Requester: Phone No: 2-0C- 2-, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Z El $58.00 REP .'• CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Corrections required prior to approval. COMMENTS: J/ ./9 'Date: Pro C: r ./i7--,/-7 /bw zd 2 Type of Inspection: , 7- - v5 Address: /0 /3 _j f 24) 5 Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 1 (.... , --- - WIvIIVILIN I a; ,--- / / 1.---- .) _? / '\ ' ...,0 77 „./ 7 / , - 5 / s A-I J 7 4 r ' 3/ ?, ,(% ii(ziy Inspector: IDate — 7 1 (.... , --- - INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 In Approved per applicable codes. 0 Corrections required prior to approval. EINSPECTION FEE REctui D. P r to inspection, fee must be ai t 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. INSPECTION RECORD Retain a copy with permit I R t No.: 'Date: PER i NO. 2 Proj , t: Type of Inspection: Address: IZO/ (& Ili S Date Called: 6 7/074 7 Special Instructions: Date Wanted: 1.m`; n7 / /o /G 7 Requester: e ve Phone No: 6 a7/ -6 5 / 96 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7l(ato7 6.5- Tile Wu /uftf6 5-4 kivJ 01 1.)_0211 'Inspector: Date: 01L-7 Q $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: (i2 S i c ) p , r, Cr Sprinklers: 1J ji Fire Alarm: Type of Inspection: (a.,... .rJ? L Address: / 3 0 13 Suite #: 3 c Li 5 Contact Person: Nye_ Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: 1J ji Fire Alarm: Hood & Duct: P Monitor: Ii Pre -Fire: !v Permits: 1✓ Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: s S ;0 Sd.i o 'N-Je-jae._ ,.,d F l „o ✓L �J E Inspector: 2,,, r y Date: lb 03 7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 EXPIRES 2PRIT 24 „'2008_'. & H :1 1,797) t CEI I CENT m 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 hrid BASIS 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: 2 By: GWW Date: January, 2007 BUILDING CODE: 2003 EDITION OF THE INTERNATIONAL BUILDING CODE. LOADS: FOUNDATIONS: SPREAD FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL 18" MINIMUM BELOW FINISHED GRADE. ALLOWABLE BEARING VALUE = 1,500 PSF. CONCRETE: 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. 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. REINFORCING: BARS #5 AND SMALLER: Fy = 40,000 PSI. BARS #6 AND LARGER: Fy = 60,000 PSI. STRUCTURAL STEEL: PLATES, CHANNELS, ANGLES ANDMISC. SHAPES: ASTM A36 (Fy = 36,000 psi). ANCHOR BOLTS: A307 WOOD: WOOD TYPE JOISTS 2X4 HF#2 2X6 OR LARGER HF#2 BEAMS WIDTH 4" OR LESS DF #2 rhm WIDTH GREATER THAN 4" DF #2 LEDGERS AND TOP PLATES r.. WIDTH 4" OR LESS HF #2 STUDS 2X4 HF #2 2X6 OR LARGER HF#2 POSTS 4X4 DF#2 4X6 OR LARGER DF#2 6X6 OR LARGER 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, Fy = 290 PSI, Fc (PERPENDICULAR) = 650 PSI, E = 2,000,000 PSI. tri War ..r had DESIGN LOADS ROOF DEAD LOADS: ROOF LIVE LOADS: FLOOR DEAD LOADS: Sifts & Hill Engineers Professional Engineers & Planners 2901 S. 40th Street Tacoma, WA 98049 253 -474 -9449 Fax: 253 -474 -0153 ROOF 5.0 PSF INSULATION 2.0 PSF SHEATHING 2.5 PSF FRAMING 2.5 PSF BEAMS MISC. MECH., & LGTN. FLR. COVER 3.5 PSF 3/4" GWB 2.8 PSF FRAMING 2.5 PSF FLOOR FINISH 1.0 PSF MISC. 2.2 PSF FLOOR LIVE LOADS: 40 PSF Job Name: CHARTER HOMES PLAN 2200 Job No: 11,797 Sheet No: 3 By: GWW Date: January, 2007 12.0 PSF 2.0 PSF 2.0 PSF 16.0 PSF TOTAL DEAD LOAD 25 PSF SNOW LOAD 12.0 PSF TOTAL DEAD LOAD PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. i I I C 2T -8 VI /AP PIASTER - e. STUD BACK S' -I I/}• LEFT 2T. 8 U7' 4.2 STUB BAC (4) 2T- 8 I/2" TRUSSES • 24 O. STUB BACK 8 -1 I/]• LEFT r 0 0 z - o r z 03 r CID 21'•5 V1" w1F nASTER j' STUD BACK S'•I I/!" LEFT 21 S I/2• w -2 STUB BAC (•) 21'. s Iq^ C TRUSSES • 24• O.C. STUB BACK S'•I I/t• LEFT O • t go to 4 r r mm 2 i$ d a I T tr ?'"a R@4.eAd'aY O FARTERS En 'm aL� 2A P m -D f $ I c A 0 0 A 3 z r z r r r❑ I .7L � 1111111111111111111 - = r❑ o 111 j 111111111 (]) 7T•! I GOhN TRUSSES ❑ ROOF VENt TTP,) 9 O 21'.$ VY ap o E 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 e, chk EAB Roof Framing Plan "A + B ". 1. DOUG FIR No. 2 4X8 Roof Header NDS Table 4A CD := 1.15 b := 3.50 d := 7.25 Fb := 900•CD Fb =1035 A: =bd F := 95 -CD S:— 13-4:1 6 F =109.2 bd I:= 12 Span := 6 Tw := 6 Uld := 41 .Tw Uld = 246 Uld•Span Mmax-12 Mmax := 8 Mmax = 1107 fb := 1.5•Uld- Span d 2 12 f A 2. DOUG FIR No. 2 4X10 Porch Beam. NDS Table 4A CD := 1.15 b := 3.50 Fb := 900-CD d = 9 25 Fb =1035 A =b•d b d 2 F v := 95-CD S := 6 F =109.2 b.d 3 I= 12 A = 25.4 S = 30.7 A = 32.4 S = 49.9 I =230.8 Span := 5 Tw := 8 Uld := 41 -Tw Uld = 328 fb = 433.2 O.K. f =34.8 O.K. 2 Mmax := Uld•8pan Mmax = 1025 f := Mmax- 12 1.5•Uld•(Span d ) fv:- A 2 12 f =26.3 O.K. fb = 246.4 O.K. 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 9 chk EAB 3. DOUG FIR No. 2 4X10 Roof Header NDS Table 4A CD := 1.15 b := 3.50 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 1:— I = 230.8 12 Span := 3 Tw := 4 Uld := 41 -Tw Uld = 164 Uld•Span _ Mmax. 12 Mmax := Mmax = 184.5 8 fb Fb := 900•CD f 4. DOUG FIR No. 2 4X12 garage Header NDS Table 4A CD := 1.15 b := 3.50 d:= 11.25 Fb := 900 -CD Fb = 1035 A := b•d A = 39.4 6 2 F := 95•CD S := 6 S = 73.8 F = 109.2 b.d 3 I. 415.3 12 Span := 16 Tw := 3 Uld := 41 .Tw Uld = 123 2 Mmax :_ Uld -Span Mmax = 3936 t := Mmax. 12 fb = 639.8 O.K. A max := Span 12 240 A max = 0.8 fV:= _ 5•Uld•Span Irk 384.1800000-A = 126 A :- 5•Uld- Span 4 .1728 A = 0.2 384.1800000•I 1.5•Uld Span — d 2 12 A 1.5 -U1d -(Span d J 2 12 f = 33.1 O.K. A fb = 44.4 O.K. = 5.5 O.K. CHARTER HOMES 2200 PLAN di rr • SITTS & HILL ENGINEERS INC. 2901 SO. 40th SL, 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 d 2 F := 95-CD S :– b 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 f 1.5•Uld• Span . d 2 12 A O.K. f = 75.5 O.K. 6. CHECK 3 1/8x10.5 GLB. 24F - Span = 6 L1 := 2 LI = 2 L2 := 4 L2 = 4 P1 := 2600 PI Uld1 := 41. Uld2:= 41. 2 2 W1 := Uldl•L1 W1 = 1066 W2 := Uld2•L2 W2 = 656 0 0 V l :_ Wl LI .5 + PI -L1 + W2•(Ll + L2•.5) Span V2 :_ W2-L2-.5 + P1•L2 + WI -(L2 + L1•.5) Span m =2 m =2 V := V2 – W1 V = 1774.3 WI 111 M, := Vpt•m + 2 Mmax = 4614.7 V := V2 V max = 2840.3 A – V max-I.5 A req = 22.5 A 2 Actual := 32.81 in OK 165-1.15 ` M 12 S Cey := S rey = 20.1 < S� := 57.42in OK 2400.1.15 VI = 1481.7 V2 = 2840.3 CHARTER HOMES 2200 PLAN SITTS & HILL ENGINEERS INC. 2901 SO.40th St., Tacoma, WA 98409 -5697 Telephone (253) 4749449 Fax (253) 474 -0153 PROJECT :CHARTER HOMES 2200 PLAN 11797 Gravity.mcd 1/24/2007 design GWW 11 chkEAB 7. CHECK 3 1/8x10.5 GLB. 24F -V4 Span := 5 L1 := 2.5 Ll = 2.5 L2 := 2.5 L2 = 2.5 P1 := 5100 Uld 1 := 41. Uld2 := 41. 2 2 WI := Uldl•LI WI = 410 W2 := U1d2•L2 W2 = 205 12 A max := Span- 240 L1 VI V Aieq 165.1.15 M max • 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 := b.d A = 39.4 2 F := 95•CD S := b•6d S = 73.8 F =109.2 bd I= 415.3 12 Span := 8 Tw := 14 Uld := 41 -Tw Uld = 574 A rm =0.4 f ._ WI •L1 -.5 + PI •LI + W2•(Ll + L2•.5) V l :_ Span W2•L2•.5 + PI.L2+ W1.(L2 + L1•.5) V2 :_ Span m := 2.5 m = 2.5 V := V2 - WI V = 2498.8 Mmax := V m+ W l m M 6759.4 max �- pt' 2 max = V r r := V2 V - = 2 9 0 8 . 8 2 Mmax :_ Uld-S Mmax = 4592 f ;_ Mmax-12 fb = 746.4 O.K. 1.5•Uld• Span _ d 2 12 A f� =67 O.K. A req = 23 < Ai Actual := 32.81in OK S feq = 29.4 < Si := 57.42in OK V I = 2806.3 V2 = 2908.8 CHARTER HOMES 2200 PLAN CE 2x10 JOISTS AT 16' OC n 1 — — —I lE - - --g 0 0 v UPPER FLOOR FRAMING PLAN I /4"s 1' -0x 12 U . .G•.1 . .L•.01 1 1 . .L/1 1 1•,f I I L .O•.i ••• w Q Ot Q U 0) - • ].t . ' t..r two imp 164 hob boo irr 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 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 1)-(1 b d S :- I :- Fb =900 A =32.4 6 12 Span := 6 Tw := 7 Uld := 52•Tw Uld = 364 S = 49.9 I = 230.8 Uld • Span Mmax • 12 Mmax := 8 Mma = 163 fb := S fb = 393.8 9. CHECK 3 1/8x10.5 GLB. 24F -V4 PI L1— 0 0 1.5• Uld • ( Span d fv:= 2 12 fv = 37.6 Span := 6 L 1 := 5 Li = 5 L2 := 1 L2 = I P 1 := 1300 Uld l := 52 1 Uld2 := 80 + 52. 1— + 41. 2 2 2 WI := Uldl -L1 WI = 1820 W2 := Uld2•L2 W2 = 977 V l :_ WI -L1•.5 + P1•LI + W2-(L1 + L2•.5) Span V2 :_ W2•L2 -.5 + P1-L2 + W1 -(L2 + LI -.5) Span m:= 3.7 m =3.7 Vpt := V2 - WI M max := V2• 2 V := VI V = - 460.3 M max = 2515.5 V max = 27373 V ATeq 165 • Areq = 24.9 < Ai := 32.81in OK M -12 Sreq 2400 S feq = 12.6 < Si n 3 Actual := 57.42in OK VI = 2737.3 V2 = 1359.8 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 15 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:- 6 12 Sw 0 Mttet 0 Span := 5 Tw := 13.5 Uld := 52•Tw Uld = 702 S = 49.9 I = 230.8 Uld•Span Mmax 12 Mmax :- 8 Mmax = 2193.8 fb :- S fb = 527.4 f Mmax Uld•Span 8 VI 0 Fb =900 A =32.4 1.5 Uld d 2 12 A 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 b•d b•d 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 = 1540 V 1.5 Areq 165 M 12 Srey 2400 f = 56.2 Mmax -12 fb 1.5- Uld•(Sp d l `` 2 12 fb =863.9 f = 43.7 12. CHECK 3 1/8X10 1/2 GLB. (24F -V4) a I a = 1 b := 4 b = 4 P1 := 2800 Span := 5 Tw := 1.3 Uld := 52-Tw + 41.3 Uld = 190.6 VI := Uld- Sp + PI• VI = 1036.5 2 Span V2 := Uld. Span + P 1 b V2 = 2716.5 2 Span Vmax = V2 V inn = 2716.5 Span2 12-1-) Mmax := Uld• + P1 • Span M = 2835.6 8 S P A !eq = 24.7 < Ai := 32.81in OK S feq = 14.2 < Si := 57.42in OK 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 16 chk EAB 13. DOUG. FIR No. 2 4X10 Floor Header. NDS Table 4A 14. CHECK 4X10 DF #2 3m. 0 Meet 0 _ Span-12 A max : 240 Mmax Span := 8 Uld•Span 8 Abb. _ 5•Uld•Span irecl 384.2000000•Amax 0 Amax = 0.5 Uld := 80 + 41.3 Uld = 203 S = 49.9 I = 230.8 Mmax = 1624 f CF := 1.0 Fb := 900•CF Fb =900 A =32.4 fb Span := 5 S Ce9 Fv := 95 b := 3.5 d := 9.25 A : =bd b. d 2 bd S .- I :- Mmax. 12 S 1.5•Uld Span - d 2 12 A fb = 390.5 f = 30.4 a := 1 a= 1 b := 4 b= 4 P I := 800 VI := U Span + P1 a 2 Span V2 := Uld• Span + PI - V2 = 1352.5 2 Span Vmax := V2 .V = 1352.5 2 Mmax = Uld• Span + P1 a b Mmax = 1530.6 8 Span Vmax 1.5 Ateq : 95 M 12 900 14a. 3 1/2 "X11 7/8" 2.0E PARALLAM (PSL) Span := 10.5 Uld := 52. - + 80 + 41.- 12 Uld = 393.6 2 Mmax := Uld 8pan Mmax = 54243 M := 19,900.1 -lb OK Vmax := Uld. Span •.5 Vmax = 2066.4 V max allowble := 8, 035-1b OK Iie9 = 102.5 Ii := 490in OK 6 12 Uld := 80 + 41.5 Uld = 285 A Te9 = 21 VI = 87/5 Ai := 32.38in OK Sfe9 = 20.4 < Si := 49.91in OK revised 11 -12-04 CHARTER HOMES 2200 PLAN SITTS & HILL ENGINEERS , INC. TACOMA, WASHINGTON (253) 474 -9449 PROJECT 7.2-00 r n1 ■ i I H ■ i n ■ nnnunnunmonnuonnownn nn •111 s E.g : :n ■f: ■■. ■ ■ ■■ ■N u■ ■ ■■■.■■■■ ! II ! ! 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Factor Beam End Fixity 5.125x16.5 5.125 in 16.500 in GluLam 1.000 Pin -Pin r 'Deflections #1 DL @ Left DL @ Right #2 DL @ Left DL @ Right #3 DL @ Left DL @ Right Point Loads - Dead Load Live Load ...distance 1,435.0 lbs 1,063.0 lbs 13.000 ft Summary Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow tb 2,255.61 psi Fb 2,344.12 psi Center Span... Deflection ...Location ...Length/Defl Camber (using 1.5 @ Center @ Left @ Right 352.00 #/ft 352.00 #/ft 66.00 #/ft 66.00 #/ft 370.00 #/ft 370.00 #/ft 1,435.0 lbs lbs 18.000 ft Span= 19.33ft, Beam Width = 5.125in x Depth = 16.5in, Ends are Pin -Pin Max Stress Ratio 0 : 1 Maximum Moment 43.7 k -ft Allowable 45.4 k -ft 43.71 k -ft -0.00 k -ft 0.00 k -ft 0.00 k -ft 45.43 fv Fv Dead Load -0.374 in 9.820 ft 619.6 *D.L. Den ) ... 0.562 in 0.000 in 0.000 in LL @ Left LL @ Right LL @ Left LL @ Right LL @ Left LL @ Right 140.18 psi 240.00 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E lbs lbs 0.000 ft at 10.052 ft at 19.330 ft Total Load -0.846 in 9.742 ft 274.14 Reactions... Left DL Right DL Title : Dsgnr: Description : Scope : Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 510.00 #/ft 510.00 #/ft 220.00 #/ft 220.00 #/ft 570.00 #/ft 570.00 #/ft lbs lbs 0.000 ft 19.33 ft ft ft 2,400.0 psi 240.0 psi 650.0 psi 1,800.0 ksi 3.69 k 4.58 k Left Cantilever... Deflection ... Length/Defl Right Cantilever... Deflection ... Length/Defl Lu Lu Lu Start Loc End Loc Start Loc End Loc Start Loc End Loc lbs lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear: 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 lbs lbs 0.000 ft Beam Design OK 11.9 k 20.3 k @ Left 8.68 k @ Right 9.14 k Camber. @ Left 0.000in @ Center 0.562in @ Right 0.000in Max 8.68 k Max 9.14 k 18 Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 lbs Ibs 0.000 ft Lk Rev: 580004 User: KW- 0602611, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 2 11797.ecw:Calcutations Description Beam 15 Bending Analysis Ck 22.210 Cv 0.977 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le 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 Moment 0.00 k -ft 0.00 k-ft 0.00 k -ft Title : Dsgnr: Description : Scope : 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 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 :�I�p 1F7 JOISTS 9 J MAIN FLOOR FRAMING PLAN V4 ".I' -0" 20 l' X 14 SCREENED RIM VENT (TYPJ ONE MIN 36' FROM CORNER (BI VENTS MIN. 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.d 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 :_ 17. DOUG. FIR No. 2 4X10 Floor Beam. NDS Table 4A Mmax :_ Uld•Span 8 Mmax • 12 8 Mmax = 1540 fb := S fb = 863.9 f :_ CF := 1.0 Fb := 900.CF Fb = 900 A=32.4 Span := 6 Tw:= 12 Uld := 52•Tw - Uld = 624 S = 49.9 I = 230.8 Mmax = 2808 f :_ Uld•Span Mmax := 8 Mmax = 3877.4 fv = 1.5•Uld• (Span d 2 12) A Fv := 95 b := 3.5 d := 9.25 A: =bd b•d 1)-(1 S := I :_ Mmax• 12 S 1.5-Uld ( _ - A 2 12 Fb = 1080 A = 32.4 fb:- S A Mmax- 12 1.5•Uld ( Span - d 1 2 12 f = 43.7 fb = 675.1 f =64.4 6 12 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 1)11 b•d S := I :- Span := 4.833 Tw := 12 Uld := 2-52•Tw + 80 Uld = 1328 S = 49.9 I = 230.8 fb = 932.2 f = 101.3 6 12 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 -h k EAB 19. Stud Wall Analysis HF # 2 H:= 9-ft F := 1300•psi CD := 1 CFb := 1.5 CM := 1 CF := 1 CL := 1 CF := 1.15 C := 1.15 Fb 850•psi F'b := Fb•CD•CFb F'b = 1466psi F" := F CD•CF F " = I495psi E':= 1300000 -psi Axial Load Capacity (DL +LL) Slenderness Ratio (SL) SL := — h KCE• E FCE SL C := 0.8 KCE := 0.3 FCE = 410 psi J ( 2 r 1 + FCE 1 + FCE FCE C p: F' F'c Pc Cp = 0.3 2C 2C C = F := C " Fc = 383 psi Pi nax := F .A P = 2012 lb t° l PTT, [16.Psf + 25•psf) C 1 2ft + (12•psf + 40•psf)•( 1.33•ft PDL := {(16.Psf) ( + (12•psf)•( ft ) ] 1.33•ft Axial Stress (DL +Wind) CD := 1.15 re := F F' 1719 PDL fDL .— A fDL = 74 psi Try - 2x4 Studs @ 16" o.c. t := 1.5-in h := 3.5-in A := t -h I t h 3 := 12 I S := — c A = 5.3 in I= 5.4 S= 3.1 in PTT, = 1193 lb < P = 2012 lb O_K { FCE 1 + FCE 2 FCE F" c c F" Cp — Cp = 0.2 F := C F = 387 psi 2.0 2 -C C h 2 PDL = 388 lb CHARTER HOMES 2200 PLAN ""' SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 Ihr 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 'wind := 15•psf.1.33. ft 2 Wwind • H 2 M := M = 202 ft- lb 8 M S := F b fb S Combined Stresses fb= 791psi 2 fOL + 1' - .0.6 < 1 O.K. USE 2x4 Studs cCa 16" o.c. Fc 1 — fDL F FCE Cont. wall Footing Design Soil Bearing Pressure (S Sb := 1500•psf PTT, = 1193 lb Fwidth :_ 1.33.8 Sb F = 1686 psi Fwidth = 0.6 ft S Cey = 1.44 in < S= 3.06in O.K. USE 1'-4" x 8" thick continuous footing CHARTER HOMES 2200 PLAN SITTS & HILL ENGINEERS INC. PROJECT :CHARTER HOMES 2901 SO.40th St, Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 2200 PLAN Fax (253) 474 -0153 20. w/ 15.4kips Maximum Load For 6x6 DF #2 Wood Post psf a plf -- psf.ft lb a plf.ft 144 H: =9.ft F := 700•psi CD := 1 CFb := 1 C := 1 C := 1 CL := 1 C FC := 1 E' := 1300000.psi Kr := 1 (Kr = 0.6 for unbraced nailed built Axial Load Capacity up posts - 0.75 for bolted) Slenderness Ratio (SL) h := 5.5-in t := 5.5.in SL := h C := 0.8 KCE := 0.3 F" F •C C F" 700 psi 6x6 DF #2 Wood Post Properties F", •= c D Fc = c P A := t.h A = 30.3 in KCE•E' t h 3 FCE := FCE = 1011 psi I :_ — I = 76.3 in SL 12 S := I - S = 27.7 in 1 4. FCE 1 2 + FCE FCE h- F " F " � �� • K p Cp 2•C 2.0 C f C = 0.8 F' := C. F " = 561 psi Pmax := F� A _ 6x6 DF #2 Wood Post P max = 16958 lb co 11797 Gravity.mcd 8/20/2004 design GWW 24 chk EAB Bay Development 2200 Plan 2 x'coopsi = 6000' FOUNDATION PLAN 1/4"•1 3x3 x /soo psA z 13 0 3:6"k z;.t," x /goo esA = lg 375 25 B"x20•xdc' co G PAD a/ [2) 4 BARS EN 4•-r 4'-0 V4" r -8 4' -1 1/2" B'-6 144 INSTALL SO "FELT PEiER4 C AT POST TO FTG. CON. 4' -10" 3' -I I/4` 2' • BAR • 24" OZ. STUB OUT 24• i v L__1__1_ NO 4 BARB STUB OUT 34" NOR r -m h• r -I0 V2• A I/ _ 0 0 -Z C3 A -4 O Z 13 1 b Z 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 :_ W R Redundancy Factor: Working Strength Level then becomes: p := 1.4 E: = — 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 lbw 0 2-& s r 1111 I 1111•1•1 - MEIN /.11111E1111\ %1•IEI••11•11•EI1••••► MOE MI radiEl= 11 i■■■i OVEN i •E1�••• ..I ++ ' EEIEI� ►_ E1•■■•• ■11� \N\ ..ilIMMINIVIIIIMISUNI•M•11•11111•111M••... '4=1 . � •• •_ __ _.• ilimm• i= SNAKES 14X16" GABLE VENT S/4 "XS' BARGE 6/ 6Q TRIM SEE SIDE 'EL' 14'X16' GABLE VENT COMPOSITION ROOFING ✓ METAL GUTTER o/ Mb FASCIA ® ®® ® ® ® ®® 00000000 00000000 ,❑❑❑❑❑❑❑❑ • _ICi� ■� �` UPPER FL R. • ■=10•11MM ■E•EIMONIEVF' ...MEMO:. :. KEYS TONE S/4 TRIM . 219 1!!"1�•EI11P^ .4E•II tmh " � � � � - -` 1111. V - — MU= ___. E•EEI . BEVEL SIDING 5/4X5" TRIM UPPER FLOOR MAN FL. E WRAP TOP OF COL. (VTR 514' X 5^ 0 — v 1 MAN FLOOR .PPER FL. E. .PPER FLOOR IAN FL. E. `IAN FLOOR PETAL GUTTER e/ Mb FASCIA FRONT ELEVATION 'A' CQPOSITICN ROOFING S/4515' 4J TR! 6 OFT. DOOR RIGINT ELEVATION 'A' B R • W204• GE. VENT 0, 4 �� -�� - ANT s DOD BEVEL SIDNG— 6 OVERWANGE / V/ WA FASCIA 29 IX6 TRIM ABOVE WINDOWS (TTPJ IX4 SIDE TRIM !T' . D(4/TX3 CORNER TX3 BEVEL OVER 1X■ TRIM S /4X5' TRIM I 1 I/4• X le' LIGHT BLOC 5. 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 X = 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)) X := 1.0 I„,, := 1.0 Ps30a 14.4•psf Ps3ob 2.1psf ps30c := 10.4•psf Ps30a 2.4•psf 81 lb !c controls aable''end Psa:= � •Iw'Ps30a Psb a•'Iw•Ps30b Psc = X Psd: X•Iw'Ps30d 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 H := 20.5 -ft L := 40 -ft a := min(0.10•L = 4 ft a := max(0.04•L a = 3 ft a := < 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 Psa = 14.4 lb ft Psb = 2.3 lb ft P = 10.41bft Psa = 2.41b ft CHARTER HOMES 2200 PLAN D FOR a COMPOSITION ROOFING r DEVIL SIOI REAR ELEVATION 'A' 1/4 ".1'.0" FIST AL an-rate W 41 FASCIA •••■ I I $ S e S/4•XS• T UPPER FLOOR 5/4•$$• BARGE BOARD W W TRIM METAL GUTTER S/4•XS• TRM a sr FASCIA \ I EYSTCNE UPPER PL. IE. UPPER FL. ! b A UPPER FLOOR A 0 MAN FL. Z. MAN PLOOR LA r r r FRONT ELEVATION 'B' 1/4 "•1'.0" i i RIGNT ELEVATION 'PJI r r EEEEEEEE EEEEEEEE EEEEEEEE EEEEEEEE OPT. DOOR r COITPOSITICN ROOFING METAL GUTTER e/ NA FASCIA r BEVEL SIDING -) ✓ -I 1 1 O PT. E AT ma / WI OvERWANGE FASCIA UK TRM ABOVE WINDOWS (TV.) 1X4 SIDE TRIM (T7PJ IX4/IX3 CORNER TRM 7X3 BEVEL OVER IX4 TRM 1 1/4• X 10• LIGHT BLOCK S/4• FWU- W r CO - 11.06tTION ROOFnN6 BEVEL 8101146 REAR ELEVATION 'B' 1/4 ". I'.0" FI TAL BUTTER B/ 4i FASCIA •• r f r f f [ f f f [ f [ r r r a IU 1�..- ■...t ■..a� BBBB moo DOD 0000 FRONT ELEVATION 'A' 1/4"•1 came MIL GUTTER e/ be CEDAR FASCIA BBB B 0 0 0 0 0000 0 0 0 0 b4A4 CORNER 15O6 BEVEL /IDMO COMP BUMBLES CO B% Mn. GUTTER N be CEDAR MADCIA EBEEIBEHE EOM EOM mm FRONT ELEVATION It V4 " "I' -0" 4 b4Ad COINER SDI BEVEL BOMB e w ! 1 1 19 N011b' /12 ] 1 1 J. i .0 .d. NOIJ AT1a 1H9I�J 1/4".I'-0" 40' -0• 36 3' - 1?• 3' -3 I/1" 3' -3 I/2" ' -3 1/1' 3' -1 ' -3 1/2 O ATH v.TOS. 110 DECK /F ofrnaki CErEHT 60 A f.11A9E DS 2x4 WALL MST. BATH FAN v.TOS. 5 ..3 x0 T$ - 1 . -0 3/4• 6' -4 1/4" 3 2• -10 1/4' 3'-0• 3.-0. 7 I/ • 4 ' -6 3/4• J 4'-6 3/4' 6' -0 3' -3. 4. -2 11• -0 IQ• 6• r - 6 IQ• W-11/2' n UPPER FLOOR 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 37 Upper Floor Shear Walls Upper Floor Wall Line A: Total Wall Length: Laa := 4.ft + 7.5ft + 9ft + 3ft Tributary Width of Wind Exposure: TW := 28•ft•0.5 Total Wind Force V := TW81•lbff' + p f(L »l2 + psc•(TW — 4H2 V Wind Shear vaa := Seismic Tributary Weight: Seismic Force: E :_ Laa Roof := 16 psf 40 ft 28•ft 2 Roof = 8960 lb Wall := 10•psf.40.ft•H Wall = 18001b W := Roof + Wall W = 10760 lb ( Laa Check wall section: laa := 3 •ft Resisting Moment: Net Uplift: DLR := Total. laa 2 OTM — DLR U:— laa U = 250.3 lb Plate Height: H := 8.ft vaa = 82.3 lb ft Seismic Controls Design E, = 85.3 lb ft - I h ear, all Ype Overturning Moment: OTM := E 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 DLR = 12961b ft V = 1933.21b 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 v := TW.81•lbff' + p (L + p (TW - L Wind Shear vbb := Vbb Lbb Seismic Tributary Weight: Roof := 16•psf•40•ft. - I + 8ft] Wall := 10•psf•40•ft•H W := Roof + Wall Seismic Force: (E•W) Ebb _ Lbb Check wall section: lbb := 13.5-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 Resisting Moment: DLR := Total. lbb 2 Net Uplift: U OTM — DLR lbb DLR = 26244 lb ft U = — 192.51b vbb = 218.9 lb ff 1 Seismic Controls Design Roof = 14080 lb Wall = 18001b W = 15880 lb Ebb = 219.1 lb ff I her Vbb = 2955.6 lb CHARTER HOMES 2200 PLAN S1TTS & 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 + Ps, - Le) H + Psb•LeHr + Psd•(TW - Le) Hr Wind Shear v l := L1 Seismic Tributary Weight: Roof := 16•psf•28•ft• 0 •ft Roof = 8960 lb Wall := 10•psf•28•ft• Wall = 1260 lb W := Roof + Wall W = 10220 lb Seismic Force: (E•W) El:- LI E = 84.61b& Check wall section: 11 := 5.5•ft Overturning Moment: Dead load resisting: Resisting Moment: Net Uplift: OTM:= E Roof := 16•psf•2•ft•11 Wall := 10•psf•H 11 Total := Roof + Wall DLR := Total• 11 2 vl = 62.71bff DLR = 16941b ft Seismic Controls Design OTM = 3722.9 lb ft Roof = 1761b Wall = 440 lb Total = 616 lb := OTM DLR U U = 368.91b isT O L 5 1, 1 IRE V = 1410.4 lb CHARTER HOMES 2200 PLAN ilbrd a rf t. SITTS & HILL ENGINEERS INC. 2901 SO.40th St., Tacoma, WA 98409 -5697 Telephone (253) 4749449 Fax (253) 474 -0153 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'(Le)•H2 + p„-(TW — Le)•1-12 + psb + Pad — L V22 = 1410.4 lb Wind Shear v2 := L2 v2 = 78.4 lb ft Seismic Controls Design Seismic Tributary Weight: Seismic Force: (E E2 . Check Aspect Ratio: E2 (( 11 C 8 )J Check wall section: 12 := 3.ft Overturning Moment: OTM := E Dead load resisting: Roof := 16•psf•6•ft•12 Wall := 10•psf•H 12 Total := Roof + Wall Resisting Moment: Net Uplift: Roof := 16•psf.28•ft. 2 Roof = 8960 lb Wall := 10.psf•28• ft. H2 Wall = 1260 lb W := Roof + Wall W = 10220 lb L2 E2 DLR := Total- — 12 2 OTM - DLR U := 12 U = 582.11b HQLDD E2 = 105.8 lb ft" I Seismic Controls Design DLR = 792 lb ft E2 = 141 lb ff OTM = 2538.3 lb ft Roof = 288 lb Wall = 240 lb Total = 528 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 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 := psa H + pse(TW — L + Vaa V = 3089.2 lb V va := — Wind Shear Seismic Tributary Weight: Seismic Force: La Roof := 16•psf•40•ft. — . ft Wall := 10•psf.40• ft. (H + H1) Floor := 12•psf•40•ft- 2 0 ft W := Roof + Wall + Floor (E. W) E :– La Check wall section: la := 5.ft Overturning Moment: Dead load resisting: Resisting Moment: Net Uplift: OTM := va•la•H Roof := 16•psf•13. ft- la Wall := 10•psf•H la-2 Floor := 12 • psf • 6.5ft• la Total := Roof + Wall + Floor U OTM – DLR la va = 308.9 lb ft She Wall TOe P `I -4 Roof = 64001b Wall = 5200 lb Floor = 4800 lb W = 16400lb DLR := Total la DLR = 58251b ft 2 E = 305.5 lbft Wind Controls Design OTM = 13901.4 lb ft Roof = 10401b Wall = 900 lb Floor = 390 lb Total = 2330 lb U = 1615.3 lb SE HDI R, SIMI SON HOLDDOWN CHARTER HOMES 2200 PLAN `"' SITTS & HILL ENGINEERS INC. 2901 SO. 40th St, Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 rr .r tar rei rr 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 T H + V (22 - 7) b �= Psc'( �' 1 bb' 22 Wind Shear Seismic Force: Vb vb := — Lb Seismic Tributary Weight: Roof := 16- psf•40•ft• (22 + 20) -ft 2 Wall := 10•psf•40•ft•(H + H Floor:= 12•psf•40•ft• (22 + 20)-ft W := Roof + Wall + Floor (E. W) Eb Lb Check wall section: lB := 11 .ft Overturning Moment: Dead load resisting: Resisting Moment: Net Uplift: 2 OTM := E Roof := 16•psf•13• Wall := 10•psf 1B•2 Floor := 12•psf•6ft•1B Total := Roof + Wall + Floor DLR := Total• 1B 2 OTM – DLR U = lB vb = 352 lb ft Seismic Controls Design Roof = 13440 lb Wall = 5200 lb Floor = 10080 lb W = 28720 lb Eb = 486.4 lb ff DLR = 27830 lb ft U = 1847.21b OTM = 48148.9 lb ft Roof = 2288 lb Wall = 19801b Floor = 792 lb Total = 5060 lb Vb = 3871.6 lb CHARTER HOMES 2200 PLAN akZ Iwo is 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 4% 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 Total Wind Force v p„.1.„.1-1 + P — L H + V vc := — Lc Seismic Tributary Weight: Wind Shear Check Aspect Ratio: E Ec ( C 3 \ Check wall section: lc := 3-ft lc V — 15) 22 vc= 312.11bf' Roof := 16 psf 20 ft (22)•ft 2 Roof = 3520 lb Wall := 10•psf•20•ft•(H Wall = 1700 lb (22)• ft Floor:= 12•psf.40.ft• 2 Floor = 52801b W := Roof + Wall + Floor W = 10500 lb Seismic Force: (E•W) Ec Lc E = 279.41b ff Overturning Moment: OTM := vc•lc•H OTM = 8427.2lbft Dead load resisting: Roof := 16•psf•9• ft. lc Roof = 432 lb Wall := 10•psf•Hw lc Wall = 270 lb Total := Roof + Wall Total = 702 lb Resisting Moment: DLR := Total. lc 2 Net Uplift: U := OTM — DLR U = 2458.1 lb DLR = 1053 lb ft Ec= 419.11bff V = 2184.8 lb Seismic Controls Design P, 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 Wall Line 1: Total Wall Length: L1 := 6-ft + 17ft Tributary Width of Wind Exposure: TW := 40.ft.0.5 Total Wind Force V := psa + p„-(TW — L + V V Wind Shear vi := L1 Seismic Tributary Weight: Seismic Force: E Check wall section: Overturning Moment: Dead load resisting: Resisting Moment: Net Uplift: Check wall section: Overturning Moment: Dead load resisting: Resisting Moment: Net Uplift: Roof := 16•psf•40•ft- 40 ft 2 Wall := 10•psf•40•ft•(H + H1) Floor:= 12•psf•40•ft- 40 ft 2 W := Roof + Wall + Floor ( LI 11 := 6•ft OTM := E Roof := 16•psf•2•ft•11 Wall := 10•psf44- 11.2 Floor := 12•psf•1.33ft•11 Total := Roof + Wall + Floor DLR := Total- 11 2 OTM — DLR U 11 11 := 17-ft OTM := E1.11•H,,, Roof := 16•psf•2•ft•11 Wall := 10•psf•14 11.2 Floor := 12•psf • 1.33ft• 11 Total := Roof + Wall + Floor DLR := Total- 1 2 OTM — DLR U 11 vl = 150 lb ft 1 Roof = 12800 lb Wall = 5200 lb Floor = 9600 lb W = 276001b E = 223.51b 11 DLR = 4103.3 lb ft U = 1327.91b USE STHD8RJ SIMPSO ;IOL SD DLR = 32940.2 lb ft U = 74.11b NO;H Plate Height: H 9•ft V = 3450.4 lb Seismic Controls Design USE P•1 OTM = 12070.7 lb ft Roof = 1921b Wall = 1080 lb Floor = 95.8 lb Total = 1367.8 lb OTM = 34200.4 lb ft Roof = 544 lb Wall = 3060 lb Floor = 271.3 lb Total = 3875.3 lb 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 47 Main Floor Wall Line 2: Total Wall Length: L2 := 4-ft + 8ft + 4ft Plate Height: H := 9-ft Tributary Width of Wind Exposure: TW := 50•ft•0.5 Total Wind Force V := p L Hi + p — L + V22 V2 = 3892.4 lb V2 Shear v2 := 2 L2 Seismic Tributary Weight: Seismic Force: Check wall section: 12 := 4-ft Overturning Moment: Dead load resisting: Resisting Moment: Net Uplift: (E. W ) E2 . L2 OTM := E Roof := 16•psf•2•ft•12 Wall := 10•psf•H4- 12.2 Floor := 12 • psf • I .33 ft• 12 Total := Roof + Wall + Floor DLR := Total • 1 2 v2 = 243.3 lb ff Roof := 16 psf 42 (40 + 10)ft ft 2 Roof = 16800 lb Wall := 10•psf•42•ft•12.5ft Wall = 52501b (40 + 10)ft Floor:= 12•psf•42•ft• 2 Floor= 12600 lb W := Roof + Wall + Floor W = 34650 lb E2 = 403.4 lb ft -I U DLR = 1823.71b ft Seismic Controls Design OTM = 14522.6 lb ft Roof = 1281b Wall = 720 lb Floor = 63.8 lb Total = 911.81b U := OTM 1 2 DLR U = 3174.7 lb � STHb14RJ SIMP O ALL 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 48 Main Floor Wall Line 3: Total Wall Length: L3 := 21-ft Plate Height: Hk,:= 9-ft Tributary Width of Wind Exposure: TW := 10.ft•0.5 Total Wind Force V Psa (Le)'H1 + Pse(TW - Le) V3 = 714 lb Wind Shear V3 v3 := — L3 Seismic Tributary Weight: Seismic Force: (E•W) E3 : - L3 Check wall section: 13 := 21.ft Overturning Moment: Dead load resisting: Resisting Moment: Net Uplift: Roof := 16•psf•25•ft. ? 0 •ft Roof = 2000 lb Wall := 10•psf•25•ft•H Wall = 21251b W := Roof + Wall W = 4125 lb OTM := E3.13•H Roof := 16•psf•2•ft•13 Wall := 10•psf•H,, 13 Total := Roof + Wall DLR := Total-- DLR = 26901 lb ft 2 OTM – DLR U := 13 U = – 951.71b v3 = 34lbff Seismic Controls Design E3 = 36.6 lb ft Shear Wall, ype l 0 OTM = 6915.5 lb ft Roof = 672 lb Wall = 18901b Total = 2562 lb CHARTER HOMES 2200 PLAN DATE: CONTACT: RE: ADDRESS: ZONING: May 23, 2007 Kevin Kaul D07 -184 13013 38 Lane LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted is approved subject to the following condition(s): 1. Prior to final approval the landscaping must be installed on each individual lot. 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. 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 1 ' 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 51- 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 CKA,!Tt y o pies ( r 3 ) PERMIT# DO - 7 ( / 3a1 i -SW, 1.N S.) If you do not provide con actor 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 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water /o o c Road/Parking/Access j A. Total Improvements 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 o D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume Enter total fill volume Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 c cubic yards 50 cubic yards 1 So o 0•04000 ioao 4 goo fA. $ Use the following table to estimate the grading plan review and permit fee. i $250 (1) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 36 2 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. (4) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 — 1,000 $37.00 for 1" 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 REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee 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 $ (6) (7) 0 $ 23 (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2007 — 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 Approved 09.25.02 Last Revised Jan. 2006 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 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 Al 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 $ /OM G. Other Fees $ 0 Total A through G $ t 0 1 3► ' (10) i DUE WHEN PERMIT IS ISSUED (6 +7 +8+9 +10) $ � 14 SS 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. Temporary Meter 0.75" 2.5" $300 $1,000 3 ACTIVITY NUMBER: D07 -184 DATE: 05 -18 -07 PROJECT NAME: CHARTER HOMES, LOT 3 SITE ADDRESS: 13013 38 LN S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: * t6 i PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Belling Fr+ Prevention P-11,0 AVI *4 Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 DATE: DATE: �8'Gl?G 5 • t P anning Division Permit Coordinator ❑ DUE DATE: 05-22 -07 Not Applicable ❑ No further Review Required DUE DATE: 06-19-07 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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 fir Washington State Department of Labor and Industries GenerallSpecialty 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 /ini/bbip /printer.aspx ?License= CHARTHI962KF 06/15/2007 FLOOR AREA, FT2 . MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET BEDROOMS MAXIMUM LENGTN FEET MAXIMUM ELSOUS (I) 2 OR LESS 3 - 4 5 10 3 50 51NCH 90 MIN. MAX 3 MIN. MAX. 6 INCH NO LIMIT MIN. ,MAX. MI; MAX. LESS THAN 500 50 15 4 INCH 80 120 80 5INC14 125 188 140 210 501-1000 55 83 6 INCH 85 128 100 5INCH 130 195 = 145 218 1001 -1500 60 90 6 INCH 90 135 125 6 INCH 135 203 W:150 . 225 1501 -2000 65 98 1 INCH 95 143 140 210 - 155 233 2001 -250 10 105 100 150 145 .218 :. 160 240 2501 -3000 15 113 q4 IP f4 f4 c °I dl N4 r - P r.1 A P, d in dS Lfi d) d) a) Orl "t a) 4 r 150 225 165 x•248 3001 -3500 80 120 Li) cl 0 1 155 233 110 255 3501 -4000 85 12E 160 240 115 '263 4001 - 5000 95 143 110 255 1135 218 5001 -6000 105 158 180 210 155 293 6001 -1000 115 113 190 285 205 308 1001 -8000 125 188 200 300 215 323 8001 -9000 135 203 210 315 225 338 GREATER THAN 9000 145 218 220 330 235 353 FAN TESTED CFM AT 1025" UJfs. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MIND WT SMAbTH DIAMETER MAXIMUM LENGTN FEET MAXIMUM ELSOUS (I) 50 4INCH 25 4INCH 10 3 50 51NCH 90 5INCH 100 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 80 • 4 INCH (2) NA 4 INCH 20 3 80 5INC14 15 5INCH 100 3 80 6 INCH 90 6 INCH NO LIMIT 3 100 5INCH NA 51NCI -E 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 E 'ATHROOM5 ' KITCHENS 50 CFM 100 CFM CONTINUOUS OPERATION 20 CFM 25 CR1 NSULATION A CEILINGS LT 30) I. CEILINGS 'BAFFLES MA,INTAINING 1" MINIMUM AIRSPACE A150YE INSULATION. 2. BAFFLES 3. !BAFFLES INSULATION. B NEW WALLS I. ALL EXTERIOR ISOLATED UNCOMPRESSED 3. FACED BATTS ARE LAPPED AND ARE TO 1BE STAPLED TO FACE OF STUDS. UNFACED BATTS ARE TO EE FRICTION MT WITH 4 MIL vFSQUEEN STAPLED TO FACE OF STUDS OR VAPOR BARRIER PAINT WITH DRY CUP PER RATE OF 1 MAX MAY BE SUBSTITUTED FOR 4 MIL vISQUEEN. 4. INSULATE BEHIND TUB /SHOWER, PARTITIONS AND CORNERS C. FLOORS = R - 30 I. UNDER FLOOR INSULATION IS SUPPORTED BY LATH, TWINE OR BY OTHER NON - COMPRESSING MEANS_ EXTERIOR GLUE TO BE U5ED ON SUB - FLOORS. 2. SLABS IN CONDITIONED SPACES THAT ARE NO LOWER THAN 24" BELOW FINISHED GRADE ARE TO BE INSULATED WITH R -10 EXTRUDED POLYSTYRENE FOR A DISTANCE OF 24" INWARD FROM THE FOUNDATION WALL OR DOWN TO THE TOP OF THE FOOTING. MOISTURE CONTROL 1. N/A 2 CRAWL SPACE MUST HAVE 6 MIL BLACK vISaUEEN GROUND COVER. 3. EXTERIOR DOORS AN ID WINDOWS ARE TO BE CAULKED AND WEATHERSTRIPPE=D. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER WSSEC 502.4.4. IN UNCONDITIONED AREAS. 5. ALL PLUMBING, ELECTRICAL AND HVAC PENETRATIONS IN FLOORS,` WALLS AND CEILINGS ARE CAULKED AND SEALED 6. ELECTRICAL OUTLET AND LIGHT SWITCH BOXES ON EXTERIOR'WALLS MUST BE SEALED AT THE BACK OF THE BOX OR EQUIPPED WITH A FACE PLATE GASKET. 1. 5OLE PLATE IS CAULKED OR GLUED TO SUBFLOOR. CAULK/SEAL RIM JOISTS BETWEEN STORIES, 9. WHEN PENETRATIONS NEED FIRESTOPING REVEAL AND (DISCUSS WITH YOUR BUILDINGS DEPARTMENT INSP. FURNACE AND WATER HEATING I. 14EATING DUCTS OUTSIDE OF TI4E CONDITIONED SPACE MUST BE INSULATED TO R -8. DUCT JOINTS AND SEAMS ARE TO RE SEALED WITH MATERIALS LISTED AND) LABELED AS COMPLYING WITH UL 181A OR UL 11318. 2. IN UNHEATED AREAS, HOT, AND COLD WATER PIPES ARE TO BE INSULATED TO R -3. 3. WATER HEATER STORAGE TANK TO BE LABELED A5 MEETING THE 1981 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 -I0 PAD BETWEEN THE WATER HEATER AND THE SLAB. 5. LAVATORIES, TUBS AND SHOWERS ARE TO HAVE FLOW RESTRICTORS TO LIMIT HOT WATER DISCHARGE TO 25 GPM. WOOD STOVES L WOOD STOvES ARE TO 14AvE TIGHT FITTING GLASS OR METAL DOORS. 2.. WOOD STOVES ARE TO 1-IAYE CUTE COMBUSTION AIR TO FIREBOX. (MEN. 6 So. IN. NET FREE VENT AREA.) COMBUSTION AIR DUCT MUST 13E EQUIPPED WITH AN ACCESSIBLE DAMPER. COMBUSTION AIR MUST ORIGINATE BELOW THE FIREBOX 3. WOOD STOVES MUST BE WASHINGTON STATE CERTIFIED. FIREPLACES 1. 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 DUCTE=D TO FIREBOX. (MIN. 6 Q. I.N. 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_ Ohl AUTOMATIC CONTROLS. DOOR U- VALUEw =0.20 I. EXTERIOR SWINGING DOORS IN HEATED SPACE WITH MAXIMUM U -VALUE OF 0.20. GENERAL PROVISIONS I. ALL STRUCTURAL SOFTWOOD PLYWOOD, PARTICLEBOARD, WAFER BOARD AND ORIENTED STRAND BOARD ARE STAMPED "EXPOSURE 1" 2. RECESSED LIGHTS ARE I.C. RATED, 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.G. SECTION 303 AS INDICATED BELOW. RESIDENCES DESIGNED TO COMPLY WITH WITH SECTION 302 SHALL SUBMIT CALCULATIONS FOR REVIEW AND PER SE=CTION 302.1.1_ SYSTEM CHARACTERISTICS NOT IDENTIFIED BELOW AND CONTINUOUSLY OPERATED SYSTEMS SHALL COMPLY WITH SECTION 302. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS: I. EXHAUST FAN REQUIREMENTS_ a. BATHS, LAUNDRIES,4 POWDERS-50 CFM a 0.25" WG_ b. KITCHENS - -I00 CP1F a 025" WA. RANGE HOODS AND DOWN DRAFT RANGES MAY BE RATED AT 100CFM AT JO W.G. 2. EXHAUST 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 WITH TABLE 3 -3. SHALL TERMINATE NO CLOSER THAN 3' FROM OPERABLE DOORS OR WINDOWS. B. WHOLE HOUSE VENTILATION REQUIREMENT. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR HEATING SYSTEM USING TI-4E FOLLOWING METHOD. I. 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. -C:. GE INSULATED TO-R-4 WHEN LOC ATED WITHIN HEATED A - REA6. d. BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES AND OTHER MATERIAL. e. NOT TO RECEIVE FRESH AIR FROM THE FOLLOWING AREA: 1. 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 UP OBJECTIONABLE ODORS, FUMES, OR .FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES. 5_ CLOSER THAN 10' FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING 15 AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. 6. ATTICS, CRAWL SPACES OR GARAGES_ 2. THE INLET DUCT 5I -TALL BE EQUIPPED WITH 1 OF THE FOLLOWING: a. THE INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION 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 TI4E POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. THE INTEGRATED VENTILATION SYSTEM SHALL DEMONSTRATE COMPLIANCE WITH VIAQC SECTION 303.1.2 B 15Y ON SITE FLOW TESTING OR OTHER APPROVED MEANS. DEMONSTRATION OF COMPLIANCE SHALL BE MADE AVAILABLE FOR THE INSPECTOR AT THE FINAL INSPECTION. JOS TYPE: NEW CONSTRUCTION OCCUPANCY: SINGLE FAMILY FUEL: GAS CLIMATE ZONE I WINDOW U -VALUE .40 DOORS U- VALUE .20 CEILING WITH ATTICS is -38 CEILING VAULTED R -30 A3OVE GRADE WALLS R -2.1 3ELOW GRADE WALLS INTERIOR R -21 BELOW GRADE WALLS EXTERIOR R- I0 FLOORS R -30 SLA35 R -10 PRESCRIPTIVE 1- (EATING SYSTEM SIZING PER WASHINGTON STATE ENERGY CODE 2001 EDITION CHAPTER 9 MIN. AND / OR MAX. NUMSER OF BEDROOMS: 4 MAX. I-IEAT SYSTEM SIZE: 2225 SQ. FT. X 20 3TU /1-IR = 44,500 STU OR LESS ALL HEATING SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WIT1 -4 INTERNATIONAL RESIDENTIAL CODE 1-4EATING SYSTEM: MANUFACTURE PER CONTRACTOR VAPOR RETARDERS: FLOOR EXTERIOR TG PLYWOOD WALLS 4- MILL POLY OR PVA PRIMER CEILINGS 4- MILL POLE' OR PVA PRIMER NOT REQ'D AT CEILING IF 12" OF AIR SPACE PROVIDED AFEOvE INSULATION. VENTILATION SYSTEM SIZING P.ER TABLE 3-2 OF THE 2000 V.I.A.Q.C. PRESCRIPTIVE SOURCE SPECIFIC EXHAUST VENTILATION PER v.I.A.Q.C_ SECTION LOCATION KITCHEN POWDER RM. LAUNDRY RM. MST. BATH LOCATION UP FL BATH MIN. 100 CFM 50 CFM 50 CFM 50 CFM MANUFACTURE MODEL CFM- 251.1.C: SONES WHIRLPOOL. RC8920X 100 CFM BROAN 390 S4 cR1 BRCAM 890 S4 CFM GROAN 390 S4 CFM PRESCr'IFTIvE WI -TOLE HOUSE EXHAUST VENTILATION SYSTEM PER v.i_A.Q.C. SECTION 303.4 MANUFACTURE MODEL CFI"( -.25 WC% • KANALFLAKT I FANTECH FX 4XL 130 CFM SUPPLY VENTILATION SYSTEM INTEGRATED SYSTEM WITH FLESH AIR INTRODUCED INTO RETURN - AIR DUCT WITH MOTORIZED DAMPER. D1--•1 SONES 1.4 303.3 BY Date: or ate; W the scope �^� 3 a%' ® rw11 `�. v3 1, require a pi nevi plzn an view IYJ i ,� include and vn y TABLE 3 -1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACI REC2U.IREMENTS TAME 3-2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIE=S FOUR STORIES AND LESS. MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (CEP'S) FOR RESIDENCES THAT EXCEED 8 BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FOR BEDROOMS BY AN ADDITIONAL 15 CFM PER BEDROOM. THE MAXIMUM CFM 15 EQUAL TO E5 TIMES THE MINIMUM. TAME 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING I. FOR EACH ADDITIONAL ELBOW SUBTRACT 10 FEET FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PE=RMITTED WITH .FANS OF THIS SIZE, FILE MP Permit No. ,/ Plan review approval Is subject to errors and omissionls. Approval of construction documents does net authorize the violation cf any accep' cd code or ordinance. Receipt Of approved ric.:.1 Crf.y and onions is acknorviedged: City of Tukwila � BUILDING DIVISION SEPARATE PERMIT QUZR D FOR Mechanical ii©ectrical blurring E Ga 1s Piping City of Tukwila SUILDIN S DIVISION 1B1 O9 a ° o f JUN I 01 Ot Tukwila n N `: `? M RECOMED MAY 18 2007 d1 CENT Eti • L 4 99,09 - e't nt ENERGY : PROJECT: di 0 TOP OF FOOTING 6" BELOW FND WALL TYPICAL, 2 PLACES A 4::` ' 2'-0" e 4-x10 (1/12') �. 61‘47\ t• *451'1 Is, 1 4" FROM FON. EDG 1' -3 1/2" 0" 3' -0" 2 3/4" 31 -1" 4' -1" 4' -01/4" 1' -9" 4x10 (1/I O I �? I 2 { LS J L. -i 4x6 4x6 41 3 1 /4" 9 • *4 BAR o24 "O.C. STUB OUT 24" A 18 "x40"x10" CONC. PAD w/ (2) *4 BARS LONG wAYS 4 (4) *4 BARS S1 -1O1ZT WAYS 11'_11 1/2" 20' -0" 4' -11 1/2" 18 "x30 "x10" CONC_ PAD w/ (2) *4 BARS EW 1 4' -9 1/2" 4' - 1 /2" 1/4".1 6' -4 1/2" L 1 L CRAWL SPACE 6 MIL BLACK 'VISQUEEN' VAPOR BARRIER OVER ENTIRE CRAWL SPACE. 18" MN. CLEARANCE UNDER FLOOR JOISTS. 12" MIN. CLEARANCE UNDER BEAMS. L_ 4X6 POST TO UNDERSIDE OF .PLYWOOD ..1 LOOK TYPICAL 40' -0" *4 BAR 24" O.C. STUB OUT 24" 4' -9 1/2" CONC. PATIO-- r — — —1 r- -- ---- , r — I 4410 (1/14 I 1 I r X r I : 2 ` C — I L__J L__J L 1' -6" 3r_arr Ft -1 - 211/2" 13-1- L JJ r 1 3' -6 1/4"i L NO 4 BARS STUB OUT 24" HOR. AT S" OC TYP. 2 PLACES 1 CONC. PORCH I 40' -0" 3' -9 1/2" Cif 1' -10 1/2" 1 F-- 101 4' -10" FOUNDATION PLAN —J r` - 7 r- 1 1 4x10 (1/14') 2 4x6 0 BEAM' L M SPLICES INSTALL '20 *FELT MEMBRANE AT POST TO FTG CONK CONGA SLAB 4" CONC. SLAB - SLOPE 3" TOWARDS O_I-I. DOORS 16' -3" 20 4' -10" CONT. FOOTING 3' -1 1/4" 2'- _ � 1 24 r _ BUCKOUT FOR OPT. 3 DOOR 1' -10 1/2" of r �I 7 5.' -6 112" I ■ I C 3 CANT!-. r $ �r t br r = STOOP J1S 1 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 %Z" 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: ▪ 1 I I WI (3)x'4 B.E.W. CONC. PAD L 2 4x4 POST ON IS "X18 "x8" THK. w/ (2,4 SE W.CONC. PAD 4x4 POST ON 24"X24"xS" THK, 4x4 POST ON 30 "X30 "x12" THK. w/ (4)*4 BEM. CONC. PAD REVI .. 0dd CODE COMPLIANCE L ' APPRJED JUN 1 1 2007 7 City .. ° i lLA Iaa E _ . vNG y x ' ; , : 1 0 . • ALL FND. STEM WALLS TO €3E S" T4-110K U:N.O. • 6 MIL. SLACK VAPOR BARRIER OVER ENTIRE CRAWL AREA IS" MIN. CLEARANCE UNDER FLOOR JOISTS. t2r' MIN. CLEARANCE UNDER FLOOR JOIST SUPPORT GIRDERS. • SOLID BLOCKING OVER SUPPORTS. • ALL FIGS. TO BEAR ON UNDISTURBED SOIL MIN. 2000 Ibs. P.S.F. • FOUNDATION. STEEL PER ENGINEER • 4x6 POSTS TYP. o BEAM SPLICES. • ALL BEAMS TO BE 4x10 OF *2 UNLESS NOTED OTNERWISI =. • ALL BEAMS AND I- IEADERS TO BE VERIFIED WITH STAMPED ENGINEERING CALCULATIONS. THIS OFFICE MUST BE NOTIFIED WITH ANY VARIATIONS BEFORE PROCEEDING • ALL WOOD MEMBERS IN CONTACT WITI -I CONCRETE, OR WITHIN 6" OF SOIL TO BE OF PRESSURE TREATED) MATERIAL OR OF A SPECIES NATURALY RESISTANT TO DECAY AND INSECTS. ANC1 -1ORF BOLTS, WASHERS AND SPACING PER ENG. ECrisi a MAY 18 2007 4x4 POST ON 36 "X36 "x12" TH _ w! rwt4 B _E_W_ CONC. PAD vERMI GEN Ew`f ..ty) rip -FILE NO 6085 SWEET 1 0, 1 2xi 2 JOISTS e 1 C. I��1rI�I�1�1 =I =I =IMIS =1 =111 II 11 1/4 .1, :O,i 11 f1 MAlhl FLOOF2 F4M 1N LAN 7" X 14" SCREENED RIM VENT (TYP.) ONE MIN. 36" FROM CORNER (S) VENTS MIN. NOTE: C ODE 1 TYP. VENT 1 "x14" x .75 = 51 SQ. T. PER VENT"' 144 1 IS1/2" X 201/2" FRAME -OUT FOR FURNACE WARM -AIR DUCT, MECI- {ANICAL CONTRACTOR TO VERIFY SIZE 4 LOCATION. 0 18" X 24" FRAME -OUT FOR CRAWL_ ACCESS. - ALL FLOOR JOISTS TO BE 2x10 l --E.F. 63 IS" OC. UNLESS NOTED. • ALL FLOOR JOIST TO BE BLOCKED a SEARING. - SEE FNDN. PLAN FOR BEAM SIZES. `` • , 1 201 CRAWL SPACE VENTILATION I11 SQ. FT. AREA _ 391 SQ. FT. REQUIRED 300 VENTS REQUIRED 391 = USE MIN. OF S VENTS .51 OR _ ONE VENT MAX. 36" FROM CORNER FOR CROSS VENTILATION, PER R46S.2 ExC N. 2 • ALL BEAMS AND HEADERS TO BE VERIFIED WI STAMPED ENGINEERING CALCULATIONS. TI-115 OFFICE MUST BE NOTIFIED WITI -E ANY VARIATIONS BEFORE PROCEEDING. R C d'Ib"ED MAY 18 2007 CENT - FILE NO: SOBS SWEET OF BR ii _ DBL D% 1 ( I 1 4110 I IiI d.. r IL t1 1 II II 1 --1 I ' } LJ *II f l I I II i . 1— immu 11mm1morm■1am1m1m11ammil 1 2' -1 1/2" Ai IE r 1 kJ. 2xi 2 JOISTS e 1 C. I��1rI�I�1�1 =I =I =IMIS =1 =111 II 11 1/4 .1, :O,i 11 f1 MAlhl FLOOF2 F4M 1N LAN 7" X 14" SCREENED RIM VENT (TYP.) ONE MIN. 36" FROM CORNER (S) VENTS MIN. NOTE: C ODE 1 TYP. VENT 1 "x14" x .75 = 51 SQ. T. PER VENT"' 144 1 IS1/2" X 201/2" FRAME -OUT FOR FURNACE WARM -AIR DUCT, MECI- {ANICAL CONTRACTOR TO VERIFY SIZE 4 LOCATION. 0 18" X 24" FRAME -OUT FOR CRAWL_ ACCESS. - ALL FLOOR JOISTS TO BE 2x10 l --E.F. 63 IS" OC. UNLESS NOTED. • ALL FLOOR JOIST TO BE BLOCKED a SEARING. - SEE FNDN. PLAN FOR BEAM SIZES. `` • , 1 201 CRAWL SPACE VENTILATION I11 SQ. FT. AREA _ 391 SQ. FT. REQUIRED 300 VENTS REQUIRED 391 = USE MIN. OF S VENTS .51 OR _ ONE VENT MAX. 36" FROM CORNER FOR CROSS VENTILATION, PER R46S.2 ExC N. 2 • ALL BEAMS AND HEADERS TO BE VERIFIED WI STAMPED ENGINEERING CALCULATIONS. TI-115 OFFICE MUST BE NOTIFIED WITI -E ANY VARIATIONS BEFORE PROCEEDING. R C d'Ib"ED MAY 18 2007 CENT - FILE NO: SOBS SWEET OF c� 0 WBC424 30 L � 11 11 MOST 3 1 1' *—F53 a�� ,� w KITCHEN o Do o 1 4' -0" OP DI I G/LIVINCx M OPENING HEIGHT 1- IEfG1 -{T I DINING la CARPET ep (312x4 \\ " -----° (3)2x4 ' LINE OF F LOOR ABOVE (3)2x4 12' -0" 10' -10" I' -11" 5' -8 1/2" 4X10 (2)2x6 2X6 WALL. 20' -0" 1'_10" r- 4' -4 3 1/8" x 10 1II I LB LINE OF W H5_ (212x4 (3)2x4 FOYER 1-a 1 -1/2' RISER (MAX) 36 "X36." LANDING NOOK H_5. 24" TB (2)2x4 10' -8" 3)2x6 5) 2x6 1' -10 1/2" (2)2x4 VINYL 16 20'-0" ' - 511 16 GAR DR '0 -CLR' DIRECT VENT GAS FIREPLACE DBL 2X6 GAS FUR 5' -5 1/2" LINE OF FLOOR ABO (5) 2x4 2 CAR GARAGE 4" CONC. SLAB - SLOPE 3" TOWARDS O.H. DOORS EL. 'B' (3) 2X4 1' -10 1/2" CONC. STOOP w/ OFT. DOOR OPT. 3RD CAR GARAGE - SEE SHEET Gl -G POWER ME O a WATER HEATER PER 81 NAECA. SEISMIC STRAP PER UPC 5105 IGNITION SOURCE AND HEATING ELEMENTS TO BE MIN 18" ABOVE FINISHED FLOOR. PREASSURIZED SYSTEM w/ OUTSIDE AIR DUCT (NO WHOLE HOUSE FAN REQUIRED) IF WINDOWS IN HOUSE HAVE VENTS A WHOLE HOUSE FAN 15 REQUIRED I8" x 24" CRAWL SPACE ACCESS a C 22" X .30" ATTIC ACCESS VERIFY W/ OWNER 0- CLEARANCE WOOD BURNING OR DIRECT VENT GAS / MFD METAL FIREPLACE, INSTALL PER MANUFACTURERS SPEC., PREFAB. F.P. TO BEAR THE STAMP OF AN APPROVED TESTING LAB_ PROVIDE 6" OUTSIDE AIR DUCT FOR 0- CLEARANCE if/1F' ONLY. HEARTH PER BUILDER/OWNER. WHOLE HOUSE FAN - ,45 REQUIRED . ( S) LOWER PLATE 1 1/4" HATCHED WALLS FOR RETURN AIR 2' -0" 2 LAYERS OSS W/3/4" PLY. DECK icl MAIN FLOOR UPPER FLOOR TOTAL GARAGE 46Q o_- -& \ <F GARAGE SLAB DROP OF MORE THAN 30" FROM MAIN FLOOR TO GARAGE SLAB, REVISE GARAGE DOOR HEIGHT FROM 1 -0" TO 8'--0" PLUMBING STUB -OUT FOR W/H 12" OFF GAR. SLAB_ 2X8 BLOCK CENTER LINE 0 51" FOR THERMOSTAT. J AREA SUMMARY: = 1155 SQ. FT. • 1010 SQ. FT. • 222' SQ. FT. = 445 sa FT. MAIN FL. PLAN SEE S4EARWALL LEGEND, "S" SHEETS NOTES: ALL SMS. 4 NDRS. TO SE 4x10 DF"2 UNLESS NOTED OTHERWISE. ALL SAWN BEAMS ASSUMED DP2 UNLESS NOTED OTHERWISE. ALL GLU LAM BEAMS ASSUMED 24F -V4 UNLESS NOTED OTHERWISE. ALL PARALAM SEAMS ASSUMED 2.0e UNLESS NOTED OTHERWISE. • TYP. 1E. TO BE $' -1 1/8" . SOLID BLOCKING OVER SUPPORTS. • FIRE BLOCK; • ALL PLUMBING PENETRATIONS • CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT BOTH CEILING AND FLOOR LEVELS • AT ALL SOFFITS, DROPPED AND COVED CEILINGS. • FIRE BLOCKING REQUIRED AT FLOOR AND CEILING BUT NOT 10 FT INTERVALS VERTICAL NO FIRE BLOCKING REQ. AT STAIRS. • IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, 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. WALLS TO BE 2x6 0 16" O.C. UNLESS NOTED OTHERWISE.. • SMOKE DETECTORS TO SE HOT WIRED w/ BATTERY EACKUP. • SMOKE DETECTORS TO SE AUDIBLE N ALL BEDROOMS. • HANDRAIL a 34" - 35" ABOVE TREAD NOSING_ • INSTALL FIREPLACES) PER MANUFACTURER SPECIFIACTION5. • ® DENOTES SOLID BEARING UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6" WALLS. USE (2) 2x4 AT 4" WALLS. UNLESS NOTED OTHERWISE_ • m DENOTES MULTIPLE CRIPPLE a HEADERS OVER 6' -0" LONG OR AT SWEAR PANEL ENDS FOR HOLD DOWNS - SEE PLANS. • DOOR BETWEEN HOUSE 4 GARAGE TO SE I -3/8" SOLID CORE WOOD DOOR AND WEATHER STRIPPED. • on G.W.B. ON HOUSE /GARAGE COMMON WALLS,1 ' " v 5/8" TYPE ' X' ON CEILINGS WITH LIVING SPACE A150 9E-. - �r :Y l/4 " =1' -0" Obi Of OPT. LIVING PLAN r • 2x8 BLOCK AT 51" FOR THERMOSTAT_ fl w . • VENT ALL FANS, DRYER EXHAUST TO OUTSIDE. '3 • ALL BEAMS AND HEADERS TO BE VERIFIED WITH STAMPED ENGINE)=R1Nc CALCULATIONS. THIS OFFICE MUST BE NOTIFIED WITH ANY VARI,4TI0 S BEFORE PROCEEDING. - JUN 1 1 20€17 i •• RECE MAY 1 PE.RMe d z 0 0 F VD 2007 ,EN .r- FILE NO: 6088 SWEET 3 OF CI-LAIRTER 1-10 PLAN 2200 II 0 ' - 1 =LR A13V. LINE OF FLOOR ABOVE _ Z I1 01 • (3)2x4-! ! IY x (3)2x4 C o Z 90 H5. 2 H.S. C H.S. la s •-s. .... I N o) x C ' ~ 1 FOYER (c 2� H.S. LINE OF WALLA Cv m l�l ' nl (3) 2 5L .... #50 XO F1 -3 I, I iefrIk 0 —,GG r 1, II // / 9: ..I ! " 4l 6' -3" 5'- 3" 2' -5" -11" 3 ' -8" 12' -0" 8'-0" f . 20' -0" r 40' -0" c� 0 WBC424 30 L � 11 11 MOST 3 1 1' *—F53 a�� ,� w KITCHEN o Do o 1 4' -0" OP DI I G/LIVINCx M OPENING HEIGHT 1- IEfG1 -{T I DINING la CARPET ep (312x4 \\ " -----° (3)2x4 ' LINE OF F LOOR ABOVE (3)2x4 12' -0" 10' -10" I' -11" 5' -8 1/2" 4X10 (2)2x6 2X6 WALL. 20' -0" 1'_10" r- 4' -4 3 1/8" x 10 1II I LB LINE OF W H5_ (212x4 (3)2x4 FOYER 1-a 1 -1/2' RISER (MAX) 36 "X36." LANDING NOOK H_5. 24" TB (2)2x4 10' -8" 3)2x6 5) 2x6 1' -10 1/2" (2)2x4 VINYL 16 20'-0" ' - 511 16 GAR DR '0 -CLR' DIRECT VENT GAS FIREPLACE DBL 2X6 GAS FUR 5' -5 1/2" LINE OF FLOOR ABO (5) 2x4 2 CAR GARAGE 4" CONC. SLAB - SLOPE 3" TOWARDS O.H. DOORS EL. 'B' (3) 2X4 1' -10 1/2" CONC. STOOP w/ OFT. DOOR OPT. 3RD CAR GARAGE - SEE SHEET Gl -G POWER ME O a WATER HEATER PER 81 NAECA. SEISMIC STRAP PER UPC 5105 IGNITION SOURCE AND HEATING ELEMENTS TO BE MIN 18" ABOVE FINISHED FLOOR. PREASSURIZED SYSTEM w/ OUTSIDE AIR DUCT (NO WHOLE HOUSE FAN REQUIRED) IF WINDOWS IN HOUSE HAVE VENTS A WHOLE HOUSE FAN 15 REQUIRED I8" x 24" CRAWL SPACE ACCESS a C 22" X .30" ATTIC ACCESS VERIFY W/ OWNER 0- CLEARANCE WOOD BURNING OR DIRECT VENT GAS / MFD METAL FIREPLACE, INSTALL PER MANUFACTURERS SPEC., PREFAB. F.P. TO BEAR THE STAMP OF AN APPROVED TESTING LAB_ PROVIDE 6" OUTSIDE AIR DUCT FOR 0- CLEARANCE if/1F' ONLY. HEARTH PER BUILDER/OWNER. WHOLE HOUSE FAN - ,45 REQUIRED . ( S) LOWER PLATE 1 1/4" HATCHED WALLS FOR RETURN AIR 2' -0" 2 LAYERS OSS W/3/4" PLY. DECK icl MAIN FLOOR UPPER FLOOR TOTAL GARAGE 46Q o_- -& \ <F GARAGE SLAB DROP OF MORE THAN 30" FROM MAIN FLOOR TO GARAGE SLAB, REVISE GARAGE DOOR HEIGHT FROM 1 -0" TO 8'--0" PLUMBING STUB -OUT FOR W/H 12" OFF GAR. SLAB_ 2X8 BLOCK CENTER LINE 0 51" FOR THERMOSTAT. J AREA SUMMARY: = 1155 SQ. FT. • 1010 SQ. FT. • 222' SQ. FT. = 445 sa FT. MAIN FL. PLAN SEE S4EARWALL LEGEND, "S" SHEETS NOTES: ALL SMS. 4 NDRS. TO SE 4x10 DF"2 UNLESS NOTED OTHERWISE. ALL SAWN BEAMS ASSUMED DP2 UNLESS NOTED OTHERWISE. ALL GLU LAM BEAMS ASSUMED 24F -V4 UNLESS NOTED OTHERWISE. ALL PARALAM SEAMS ASSUMED 2.0e UNLESS NOTED OTHERWISE. • TYP. 1E. TO BE $' -1 1/8" . SOLID BLOCKING OVER SUPPORTS. • FIRE BLOCK; • ALL PLUMBING PENETRATIONS • CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT BOTH CEILING AND FLOOR LEVELS • AT ALL SOFFITS, DROPPED AND COVED CEILINGS. • FIRE BLOCKING REQUIRED AT FLOOR AND CEILING BUT NOT 10 FT INTERVALS VERTICAL NO FIRE BLOCKING REQ. AT STAIRS. • IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, 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. WALLS TO BE 2x6 0 16" O.C. UNLESS NOTED OTHERWISE.. • SMOKE DETECTORS TO SE HOT WIRED w/ BATTERY EACKUP. • SMOKE DETECTORS TO SE AUDIBLE N ALL BEDROOMS. • HANDRAIL a 34" - 35" ABOVE TREAD NOSING_ • INSTALL FIREPLACES) PER MANUFACTURER SPECIFIACTION5. • ® DENOTES SOLID BEARING UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6" WALLS. USE (2) 2x4 AT 4" WALLS. UNLESS NOTED OTHERWISE_ • m DENOTES MULTIPLE CRIPPLE a HEADERS OVER 6' -0" LONG OR AT SWEAR PANEL ENDS FOR HOLD DOWNS - SEE PLANS. • DOOR BETWEEN HOUSE 4 GARAGE TO SE I -3/8" SOLID CORE WOOD DOOR AND WEATHER STRIPPED. • on G.W.B. ON HOUSE /GARAGE COMMON WALLS,1 ' " v 5/8" TYPE ' X' ON CEILINGS WITH LIVING SPACE A150 9E-. - �r :Y l/4 " =1' -0" Obi Of OPT. LIVING PLAN r • 2x8 BLOCK AT 51" FOR THERMOSTAT_ fl w . • VENT ALL FANS, DRYER EXHAUST TO OUTSIDE. '3 • ALL BEAMS AND HEADERS TO BE VERIFIED WITH STAMPED ENGINE)=R1Nc CALCULATIONS. THIS OFFICE MUST BE NOTIFIED WITH ANY VARI,4TI0 S BEFORE PROCEEDING. - JUN 1 1 20€17 i •• RECE MAY 1 PE.RMe d z 0 0 F VD 2007 ,EN .r- FILE NO: 6088 SWEET 3 OF CI-LAIRTER 1-10 PLAN 2200 BUILT UP POST TO ABvLSEE DETAIL.) n P. UNQ. 2x10 JOISTS AT 16" OC •r Fl A 4X10 FLUSH UPPER FLOOR F4MINC PLAN 1/4" 1' -o 4x10 FLL1514 VIP \OD 2X6 STUDS IN UPPER ENTRY • 16" O.C. 2X10 BLOCKING DLB. TOP FE. 2X6 STUDS IN ENTRY /GARAGE g 16" Q.C. ENTR ( I NOTES: - ALL FLOOR JOISTS TO B)= 2xI0 AT 16" OC • ALL FLOOR JOIST TO BE BLOCKED AT BEARING. • MIN. 2" aFARING 1 END OF JSTS_ U2 " = 1' -0" STUB BACK TRUSSES J24 " OC_ GARAGE CONNECTION DETAIL OPT. DEN PLAN ZO 4x10 FL11514 06 612 RECEIVED MAY 18 2007 PERMIT cENTE6 • • FILE NO 6088 SHEET 4 OF PI -6 3 1/8"x101/2" ELEV. '8' S te' 12'-1" 5 XO 5' -a" 3' -3 1/2" 3' -3 l /2" T-3 1/2' 3' - 6' -10" 9 -1 1/2" 1 /4 " =1' -oII 11' -10" 5 XO 4 x8 IBED 2 CARPET z 'tt 4' -6 3/4" 40' -0' " 2 -3 1/2" r 40 -0" 0_ R 0 / 5 (2) 2x6 5' -11" 2' -5" TER IN L Pt -6 48 "x34" 1 3/4 cv 1' -1 /4 FAN PL. EL 'B' C ¢ H TUB DECK HE I HT 20" ABOVE FLO,O 1/2" DRYWALL AT VANITY WALL AND 1 CEMENT Bp AT TUB DECK 6 -0" 19' -4" UPPER FLOOR PLAN 13 4 tis E CAPPET RA CI -1ASE H.S MST. 5 A I4 H.S. L 13 -5" XO 3 I/8 "x10 1/2" ELEV. '8 3 -3" (0' -4 1/4" ` 42 ' AFB DBL 2X4 WALL FAN V.T.O 5. -10" 5 3/4" 4 -2" F1 -b 0 60 "x36" TUB RO 5S" x 34" I .J 4x8 5 X0 T_SA_ FLUE cv m TU S 4 \TWO : • FIRE BLACK BETWEEN STUDS. • LIMIT SHOWER FLOW TO 25 G.P.M. NOTES: 22" x 30" ATTIC ACCESS • SOLID BLOCKING OVER SUPPORTS_ • FIRE BLOCK: • ALL PLUMBING PENETRATIONS • NO FIRE BLOCKING REQUIRED AT STAIRS 16;I OF FIBERGLASS INSULATION MAY BE SUBSTITUTED FOR A FIRE BLOCK SEE SHEARWALL LEGEND, SHEET &El • WALLS SHALL BE WATERPROOF TO MIN. 10" ABOVE DRAIN INLET. • ALL GLAZING INCLUDING WINDOWS WITHIN 10" OF DRAIN INLET TO SE SAFETY GLASS. • WATERPROOF G-.1113. AT TUBS AND 91- 1OWERS NOT TO BE INSTALLED OVER A VAPOR BARRIER • ALL al -LOWER AND TUB UNITS TO BE MANUFACTURED FIBERGLASS UNITS UNLESS NOTED OTHERWISE, SITE BUILT SHOWER RECEPTORS SHALL. BE TESTED FOR WATER TIGI4TNE55 PER UPC 4128.1 • ALL BMS. 4 1 -IDRS. TO BE 4x8 DF UNLESS NOTED OTHERWISE ALL BEAMS ASSUMED 1 UNLESS NOTED OTHERWISE. • TYP. lE. TO BE t7' - 1/8" • FIRE BLOCKING REQUIRED AT FLOOR AND CEILING BUT NOT 10 FT INTERVALS VERTICAL. NO FIRE BLOCKING REQ. AT STAIRS. • AT ALL SOFFITS, DROPPED AND COVERED CEILINGS. • IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS AT CEILING AND LEVELS. • AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CI -LASES FOR FACTORY BUILT CHIMNEYS AND FLUES. • TOP OF WINDOWS a 6'40" ABOVE MAIN FLR. UNLESS NOTED OTHERWISE. • TYP. EXT. WALLS TO BE 2x6 16" 0.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 'a 34" - 35" ABOVE TREAD NOSING. • INSTALL FIREPLACE(S) PER MANUFACTURER SPECIFICATIONS. • ® DENOTES SOUP BEARING UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6" WALLS. USE (2) 2x4 AT 4" WALLS. UNLESS NOTED OT1- 1ERWISE. • VENT ALL FANSPRYER EXHAUST TO OUTSIDE • ALL BEAMS AND HEADERS TO BE VERIFIED WITH STAMPED ENGINEERING CALCULATIONS. THIS OFFICE MUST BE NOTIFIED WITH A . ,IATIONS BEFORE PROCEEDING. = 1 COD ¢� 1 2 RECTINED MAY 18 2007 PERMIT GENE ii L I- 61 9.,,o DLitt FILE NO: SWEET OF ATTIC VENTILATION REWIRED LOCATION GROSS AREA (SF) (A/300) MIN- REQ'D. VENT (SF) (AX 300)/2 50 % REQ'D AT EAVE (AX 300)/2 50 % REQ'D 36" AB. AVE E UPPER ROOF 1312 SF. 4.6 SF. 23 SF. 23 SF. GARAGE 218 SF. S3 5F. 0.4 SF. 0.41 SF. LIVING 213 S.F. 0.11 SF. 0.36 SF. 036 SF. EAVES VENTILATION PROVIDED (MK S0% OF REt 'DJ TYF?E VENT METAL VENT AT .430 5F. EA. BIRD BLOCKING AT 0 5 PER 3 HOLES PROVIDED UP ROOF NA (36) = °r9 9.9 SF.> 23 S.F. GARAGE NA (I) = I.4 1.4 SF.> 41SF. LIVING NA (5) = 1.4 1.4 S.F. > .36 SF. 3' ABOVE EAVES VENTILATION PROVIDED (MIN. 30% OF R1 Q'D) TYPE VENT ROOF VENTS AT 211 SF. EA GABLE VENTS 15% EFFICIENT PROVIDED UP ROOF (10) = 25 NA 22 SF. > 23 SF. GARAGE (2) _ .55 NA 55 S.F. > Al SF. LIVING (2) _ .55 N,4, 55 5.F. > 36 SF. r D.S. *ONE FULL SCEEN VENT NORWESCO E322 OR EQUAL 12" DS. C) mai om ,111 D.S. TO BELOW 12' -3" COMMON LK. FOR SIDING 12" 12" RIDGE OVERFRAME Li)/ 2x 24" O.G. 20' -0' COMMON 20' -0" COMNCN BLK FOR SIDING (3) 20' -0" COMMON TRUSSES a 24" O.C. STUB BACK S" LEFT (3) 20' -0" COMMON STUB BACK 2 1/2" LEFT SEE FLOUR PLANS FOR iBE4M /1-4D ' SIZES 1/4" 1' -0" FLAT SOFFIT LINE ROB F4M1N PLAN 'A' ALL EAVE VENTS TO BE VENTED WITH 3 HOLE 20' -0" 12" 12 "t cfJ 2x4 RAFTERS LOCATE ATTIC ACCESS TO MAINTAIN MINIMUM 30" CLEAR HEADROOM ABOVE. VENTILATION REQUIREMENTS NOTES: . * EVERY EAVE BLOCK TO BE VENTED • EACH AF-50 ROOF VENT = (20X50 50_ IN.) _ .2115F. 144 . VENTILATION= A (SF.) - SF REQ'D (300) TRUSS JSS NOTE : . GABLE VENTS (TatAL 5Q IN) (015) (144) SF • VENTED BLOCKING OVER SUPPORTS. • ROOF OVERHANGS TO BE 15" al/ 12" AT 13AR1 CTE UNLESS OTHERWISE NOTE • ROOF PITCHES TO BE 6/12 UNLESS OTHERWISE NOTED. • SKYLIGHTS ON 2x6 CURB - SAFETY GLASS • O� RWISE 0TED S SHALL BE ' 24" O.G. UNLESS -..- µ, 7W • ALL BEAMS AND HEADERS TO BE VERIFIED WITH STAMPED ENGINEERING CALCULATIONS. THIS I =` OFFICE MUST BE NOTIFIED WITH ANY VARIATIONS I G BEFORE PROCEEDING. j • ALL TRUSSES SHALL CARRY MANUFACTURES STAMP • ALL TRUSSES SHALL BE INSTALLED 4 BRACED TO MANUFACTURS SPECIFICATIONS. • TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEFT. APPROVAL OR ENGINEERING CALCULATIONS. • ALL TRUSSES SHALL HAVE DESIGN DETAILS 4 DRAWINGS ON SITE FOR FRAMING INSPECTION. • ALL CONNECTIONS OF RAFTERS, JACK OR 141P TRUSSES TO MAIN GIRDER TO BE PROVIDED BY 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 QUALITY CONTROL STAMP (SECTION 2311.6) 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 HIP TRUSSES TO MAIN GIRDER TRUSSES. • LIGHT METAL PLATE CONNECTORS TO HAVE FIELD AND GIRDER IDENTIFCATION. INFORMATION BRANDED, MARKED, OR OTI-IERRWISE PERMANENTLY AFFIXED TO EACH- TRUSS SHALL CONTAIN THE FOLLOWING: A. IDENTIFICATION OF THE 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 BUILDING. ROOF TRUSSES SHALL HAVE 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 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. RECENE MAY 18 2007 PERMIT FILE NO: 6055 SHEET 6,4 OF (3) 20' -0" COMMON TRUSSES g 24" O.C. STUB BACK 8" LEFT D.S. TO BELOW * ONE FULL E322 OR EQUAL FLAT SOFFIT LINE R +OF P F.....4MENG PLAN SEE FLOOR FLANS FOR 15FAM /1-1DR SIZES ALL EAvE VENTS TO BE VENTED WITH 3 HOLE NOTES NTI IATIOW . QUI - N • * EVERT EAVE BLOCK TO 13E VENTED • EACH AF -50 ROOF VENT = (.80X50 EN3 ; .2115.F. 144 • VENTILATION= A (S.1=.) SF REQ'D (300) • GABLE VENTS (TOTAL 50. INJ (0.15) (144) SF NTS ATTIC VENTILATION REQUIRED LOCATION UPPER ROOF GROSS AREA (SF) (A/300) MIN_ REQ'D. VENT (eF) 0.11 SF. (AX300)/2 5 0 % REQ'D .4T EAvE 0.41 SF. 036 SF. (AX 300)/2 50 % REQ'D 3 6" AB. EAvE 0.41 SF. 036 SF. 3' A OVE EAVES VENTILATION PROVIDED (MIN. SO OF REQ'D) ROOF VENTS AT .211 S.F. EA TYPE VENT UP ROOF GARAGE (10) =.28 GABLE VENTS 15% EFFICIENT NA NA NA PROVIDED EMMEN UP ROOF GARAGE EAVES VENTILATION PROVIDED (MIN. SO% OF REQ'D) METAL VENT AT .430 SF. EA. NA NA NA BIRD BLOCKING AT .05 PER 3 HOLES PROVIDED MIME (1) 1.4 SF. > .36 SF. • VENTED BLOCKING OVER SUPPORTS. • ROOF OVERHANGS TO BE 16" W/ 12" AT BARDGIE UNLESS OTHERWISE NOTED. • ROOF PITCHES TO BE 6/12 UNLESS OTHERWISE NOTED. • SKYLIGHTS ON 2x6 CURB - SAFETY GLASS • TRUSSES 4 RAFTERS SHALL BE a 24" O.C. UNLESS OTHERWISE NOTED • • ALL BEAMS AND HEADERS TO BE VERIFIED WITH STAMPED ENGINEERING CALCULATIONS THIS OFFICE MUST BE NOTIFIED WITH ANY VARIATIONS BEFORE PROCEEDING. T uV T s • ALL TRUSSES SHALL CARRY MANUFACTURES STAMP. • ALL TRUSSES SHALL BE INSTALLED 4 !BRACED TO MANUFACTURE SPECIFICATIONS • TRUSSES WILL NOT BE FIELD ALTER WITHOUT PRIOR BUILDING DEPT. APPROVAL OR ENGINEERING CALCULATIONS. • ALL TRUSSES SHALL RAVE DESIGN DETAILS 4 DRAWINGS ON SITE FOR FRAMING INSPECTION. • ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED gN- TRUSS MANUFACTURE. • TRUSS DRAWINGS TO BE STAMPED AND SIGNED By A LICEN5ED WASHINGTON STATE STRUCTURAL ENGINEER • TRUSSES SHALL BE MANUFACTURED IN A PLANT APPROVED UNDER TI-IE REQUIREMENTS OF SECTION 1101.1. EACH TRUSS SHALL BEAR THE QUALITY CONTROL STAMP (SECTION 2311.6) 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 H1P TRUSSES TO MAIN GIRDER TRUSSES. LIGHT METAL PLATE CONNECTORS TO HAVE FIELD AND GIRDER IDENTII=CATION_ INFORMATION BRANDED, MARKED, OR OTHERRWISE PERMANENTLY AFFIXED TO EACH TRUSS 51-IALL CONTAIN THE FOLLOWING A. IDENTIFICATION OF THE 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 BUILDING. ROOF TRUSSES SHALL HAVE 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 SHOULD BE SUPPORTED LATERALLY AT POINTS OF BEARING Pr SOLID BLOCKING TO PREVENT ROTAION AND LATERAL DISPLACEMENT_ THEY SHOULD ALSO BE BLOCKED AT THE RIDGE TO RESIST WIND SUCTION ON THE SHEATHING. MAY 18 2007 PERNIF 0 (9, tNi U Lu o• U AC m 9 el a SHEET 6E3 OF _.41111111111111111 = 111..11.- _,, /gl•il iN �.v=-5 1NNIMI■I . ■�!■1■l11 .1■ — 111111•lie111111111►. �I■�rr�I�■III■MMB��!•I���I��s�� '4 BEVEL SIDIr S /4 "X8" TRIM' UPPER FLOOR MAIN FL IE. WRAP TOP OF COL. WITH 5/4" X 8" MAIN FLOOR SI -SAKES 14 "x18" GABLE: VEN T 5/4 "x3" BARGE us/ 1x2 TRIM SEE SIDE KEYSTONE METAL GUTTER o/ r_�IIN�►:. 5/4 "XS" TRIM ,d���!lr��)ti���l•��� ._ .411111.- UPPER FL fE. ______ ��� �■rwrr■wirr�r► �������r��■�■ir�r� : :- '! METAL GUTTER COMPOSITION ROOFING 5/4 "x8" BARGE us/ Ix2 TRIM BEVEL_ SIDING 18 "x24" G.E. VENT OVER1 -IANc E W/ 1X6 FASCIA HI III L�JJ OPT. ti UPPER FL. FE UPPER FLOOR MAIN FL. le. 1x4 /1x3 TRIt MAIN FLOOR FRONT ELEVATION 'A' 1/4" =1 RIGHT ELEVATION 'A' 12 IX6 TRIM ABOVE WINDOWS (T1 i-'J IX4 SIDE TRIM (TYPJ 1X4 /IX3 CORNER TRIM 2X3 BEVEL OVER IX4 TRIM 5/4 "X8" TRIM - I 1/4" X 10" LkZI-4T BLOCK S/4" PWW KEY„STop .. CODE dc+M APPRO 5/4 "X10" FRONT FACE JUN 1 1 2007 st Ri!,: :°.Ww:6 i M r.'`$ SIDES RECEIVED MAY 18 2007 PERMIT CENTE,1- FILE NO: (DOSS -1A SHEET BEY1=L SIDING 5/4 "XS" TRIM UPPER FLOOR MAN FL. f__ 5/4" X S" TRIM MAIN FLOOR =MMMI■■MM■=1=■ra■M . 1 5/4 "x8" BARGE BOARD w/ 1x2 TRIM METAL GUTTER 5 /`� "XS" TRIM a/ 1x6 FASCIA ice: COMPOSITION ROOFING ICETSTONE f:EYSTONE METAL GUTTER a/ 1x6 FASCIA COMPOSITION ROOFING METAL GUTTER 0/ !x6 FASCIA r� 6" OYERHANGE W/ 1X6 FASCIA UPPER FL. 13-. = UPPER FLO MAIN FL. If?. MAN FLOOR UPPER FL. !E_ 12 FRONT ELEVATION 'B' 1/4" l ' -0 " 1/4 I -0" 12 IG14T ELEVATION 'B' 12 12 IX6 TRIM ABOVE WINDOWS (PIP) 1X4 SIDE TRIM (TYP.) - - 1x4 /1X3 CORNER TRIM 2x3 BEVEL DYER IX4 TRIM 1 1/4" X 10" LIGI -}T BLOCK 5/4" FLU 5" CO D r , W 4 4 n SIDES 5 /4 "Xlq" ,,F F Ft FRONT AGF. ,�' r COLUMN PLAN 3/4" = 1 RECEIVED MAY 18 2007 PERMIT OEM - COMPOOITION ROOFING METAL CUTTER UPPER FLOOR UPPER FL. FE. 5/4 "x8" BARGE us/ 1x2 TRIM 12 I/4" rd' - 0" REAR ELEVATION °A' UPPER FLOOR MAIN FLOOR la "x24" G.E. VENT METAL GUTTER 4 -1/2 LEFT ELEVATION 'A' RECEWED MAY 18 2007 PERMIT CENTE FILE NO: 6 ET 4 OF i COMPOSITION ROOFING 5EVEL SIDING METAL &UTTER UPPER FLOOR 12 12 REAR ELEVATION 'B' 1/4" LEFT ELEVATION 'B' 1/4 ".I' -0" 12 CaD j A \ 201 RECERfED MAY 18 2007 PERMiT GENIE 5/S" TYPE "X" G.W_5. PANEL BOX (2) 2 x — I AT EACH SIDE 2 x 4 PRESSURE TREATED SILL w/ 5 /8" ANCHOR BOLTS 2 x 4 STUD' AT i " O.C. 2x8 FLAT ROOF TO WALL: 5 ° x5 "• x 10 FT METAL FLASHING TYPICAL AT ROOF TO WALL CONNECTION ROOFING ROOF RAFTER °°°• STEPPED ROOF TO WALL: 3 1/2"x3 1/2" x "I FT METAL FLASHING INTERLOCK WIT} -I ROOF SHEATHING FLASHING DETAIL V4 SECTION CLEAR 2 1/4" PLAN NOTCH TOP OF2x8 3 I/2" x 3" FOR DBL. TOP PLATES I x 2 TRIM BEVEL SIDING EXTERIOR WALL B.EV L SIDING x2TRIM METER CAN O 2x4STUDS AT 16" O_C. SHEATHING EXTERIOR O O fQ PANEL BOX INTERIOR z ELECTRICAL METER FRAMING 3 f 4 II 1 �_ Q I! IFIRMilifIgi I L?E , FL. U - FLOOR MAIN FL. MAIN FLOG IF OPEN RAIL IS USED OPENINGS SHALL HAVE INTERMEDIAT RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" IN DIA. CANNOT PASS THROUGH T-0" MONO WI 3 CANT 3' -0" 12 4 -1/2 4".ILO" 1 1 /$X11 1/4" TREADS 10" MN TREAD _ 2X4 THRUST BLOCK MAX II I II I I I CONTI11- pRA1L 34" T 3 ABOVE NOSING 2003 IRC R- 311.5 ImIEIQ'D_ ON 4 OR M{l`4 !RISERS) I I I II I I I G.W.B NOT REQUIRED STAIRS PER 2003 !RC R 3115 (3) 2XI2 STAIR JACKS STAIR SECTION DETAIL 31, BEAM PER BEAM PER PLAN 3 4" T4G PLYWOOD SUBFLOOR _ ANCHOR POSTS A -35 e ALL .0 TOP 4 BTM. POSTS CTYP_) 1 I ' -0 " 12 �- GIRDER TRUSS `-- TRUSSES a 24" OC. FLOOR JOISTS BEAM PER PER PLAN FLAN I /2" OSB DBL TOP PLATE -� DBL 3/4" OSB 3' 3"1 PPL 2x6 5/5" WHEN FRAMING AT 24" OC. FINISH EDGE 3/4" T4G PLYWOOD SU3;3FLOOR 4S2yZii42R1iSL 'BATH PINING 9 ) 3/4 _ 1 '- 0 " 49" FRAMING TV OPENING RO49W24D 36" I. FRAMING 5'_1" 24" 11 1-1A=. I 1 F/P FACE ! II 11 I ELEVATION FIREPLACE DETAILS SCALE: 1/4" = l' -0" 5/5" G.W_B_ U BEAD i� ATTIC ACCESS DETAIL R -35 BLOWN -IN INSULATION COMPOSITION ROOFING 5/5" G.W.B. TYP ON CEILINGS ' TRUSSES HA BED 3 0 FELT UNDER ALL POSTS BUILDING SECTION C'A' ELEv) 1/2" 0SB DBL TOP PLATE FACE OF FRAMING 1" MANTLE DBL. 3/4" OSB (3) 2XCa 14 1/2" DBL 2X5 2 X 10 -I" F/P FLUSH W/ ROOM WALL 52 Mang R -38 BLOWN -IN TYP. TRUSSES OVERHANG 3/5" TO MAX. 1/2" 1/2" G.W.E3. TYP ON CEILINGS e TRUSSES FLOOR JOISTS PER PLAN 6 MIL BLACK vAPDR BARRIER STUB 05B INTO TV NICHE R -30 INSULATIO i2" 5 4 BARS AT Ifo" o. C. 3 ` 1 1 -0 ii VENTED BLOCK w! BAFFEL ETAL GUTTER i NERVASTRAL BELOW DOOR THRESHOLD NERVASTRAL 24 ENTRY DETAIL 2XX STUDS AT 16" O.C. W/ R -2I INSULATION 2X TRT'D MUD SILL WI 5/5" DIA X 10" ANCHOR BOLTS PER ENGINEER ALL FOOTINGS TO BEAR ON UNDISTURBED 5014 - MIN 2000 Ibs. P.S.F. CE F MAY 18 2007 PERW C;E:N I k .o LU U tit m ro : :f 614E1 OF 1'10 1/2" 1' -10 112" 20' -0" 30' -0" 6x6 DP2 POST ON 36 "X36 "X12" CONC. PAP W/ (5) 4 4 REBAR E.W. w/ ABE POST BASE GONT'S CONIC FTC - THICKENED SLAB EDGE Z.--10 112" l0' -0u 1/2"___Y r r 4' -2 3/4" SEE FOUNDATION PLAN CONC. SLAB 4" CONC_ SLAB - SLOPE 3" TOWARDS O.1-I. DOORS 16' -3" - IttaiWASVP, 7109440'.0. CONT. FOOTING 5 r 1 /4 " = 5EE FONL AT.IQN FLAN &1 --IEET I FOR ADDITIONAL DETAIL5 FOUNDATION PLAN r. 7 ,fr . �.�'':f3". `a a Ye i a�«T� �?ti�' ��ixF4Y'�L`Y: =?:e Y:tLti , BUCKOUT w/ OPT. 2 DOOR 10' -0" (2)2x4 FED SINK r eeseffemus r SCSC mr — .. 1' -10 1/2" "OX 5 XO (2)2x4 L/T CARPET - (5) 2x6 6x6 POST 5 II5"x16 1/2" LINE OF LOOK ABOVE 3 CAR GARAGE 4" CONC. SLAB SLOPE 3" TOWARDS O.H. POORS INSTALL 5/5" TYPE 'X' GWB ON GLG, WALLS, AND BEAM 2 LAYERS AT 24 "ac FRT1c 16 - 1 ° 014 GAR DR GREAT SEE MAIN FLOOR PLAN FOR NOTES usup li 1 VT OS, 19' -4" 4x12.D'F2 16' -3" 20'-0" 6 ,_ 5 11 5t_ I1 30' -0" GAS FUR' 0 P-10 1/2" (3)2x- 4 M4IN FLOOR PLAN 1/4"=1 5EE MAIN FLOOR 51--IEET .3. FOR ADDITIONAL DETAILS - NOTE OPT. 2020 WINDOWS NOT ALLOWED WITH 3 CAR GARARE r 3 51.5 NUC412 HANGER F8 - -- m 10'-0" POWER 1`1ETER 5 1_ 3 „ -4x1212 1 10 1/2" 10 1/2 " 10' --0" 1 CONE STOOP w/ OFT. POOR 9 ih r in cM O N 1 ,A 1 } 291 f RECEN L MAY 18 2007 PERMf t CENT E1 AREA SUMMARY: MAIN FLOOR = 1155 SQ. FT. UPPER FLOOR = 1043 Sa FT. TOTAL = 2198 Q. FT. GARAGE = 100 5Q FT. SHEET G1 OF KrEY DESCRIPTION AREA „All Y A 11 VENTILATION REQ'D 11i RDOFIEAVE GABLE VINT AREA 'I ' 4— ACTUAL EAVE laIT ' ::. ^ MEN.* ROOF VENTS 11=, 1I 1—� MIN. 0 EEAVE 3/140LE I' E II 2_11_ O C .,41.A 312 SP. 104 SF. 0 SF. 10 2 10 0 4 C x,AiAC F 2506P. .83 F. 0 S1=. 10 2 g 0 >0 u z i cl u g ut u. zo Oz 20' -0" ROOF FAN INCx PL AN "A" SEE FLOOR PLANS FOR 5E4M /I-4DR SIZES 2x4 RAFTERS O D.S. O DS. ATTIC VENTILATION: J 1- z Lu Law >0 zo utol u m za 07 II SEE 6A/45 FOR CALCULATIONS (2) 20' -0" COMMON OVERFRAME w/ STUB 2 1 /2" LEFT 2x 24" O.C. 20' -0" =LE END GIRDER TRUSS 20' -0" BELOW RIDGE ROOF F PLAN "S" 1 /4"ult_O" SEE FLOOR PLANS FOR BEAN /NDR SIZES D.S. • 0 D.S. O D.S. RECriVEL MAY 18 2007 PERMIT GENII LU m� ze � 3 LU gi 9m4 ffi CI s a F 0 -I (L. 00 I 4 0 IX 11- U 0 mtv, FILE NO: 0088 -G2 61 --IEET G2 OF CHARTER HOMES PL. AN 2200 2x4 FARTER$ UPPER FLOOR I/4 " =I'-0" �- COMP SHINGLES CONT'S MTL GLITTER FRONT ELEVATION 'A' I/& 1' -0" II . >I 000 1 IG1-4T ELEVATION 'A' UPPER FLOOR CONT'S MTL GUTTER 12 FRONT EL r DOD 1C-4T LVAT1ON Ix4 /Ix3 CORNER BpS BEVEL SIDING TW Otki RECEIVED MAY 18 2007 PERMFE CEN p E* d) 1144 Et 01 f1, I Q r LU ffi Flo 66 SHEET G3 OF JOISTS: 2X4 2X6 OR LARGER WOOD TYPE: H.F. #2 H.F. #2 BEAMS: WIDTH 4" OR LESS WIDTH GREATER THAN 4" LEDGERS AND TOP PLATES: D.F. #2 D.F. #2 H.F. #2 STUDS: 2X4 2X6 OR LARGER H.F. #2 H.F. #2 POSTS: 4X4 4X6 OR LARGER 6X6 OR LARGER H.F. #2 H.F. #2 H #2 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 10d 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. 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 P$F 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 FINAL 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 ARCHITECTURAL 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 FTATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. REINFORCING: ASTM A615 (Fy = 60 KSI) DEFORMED BARS FOR ALL BARS #5 AND LARGER. ASTM A615 (Fy = 40 KS!) 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 A.C.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 CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD 90 DEGREE HOOKS UNLESS NOTED OTHERWISE. SECURELY TIE 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 INSTAI I FD 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.C. 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: GLUED — LAMINATED BEAMS (GLULAM): GLUED — LAMINATED BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fit = 155 PSI, Fc (PERPENDICULAR) = 650 PSI, 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 I.C.B.O. REPORT NER -481. PARALIAM BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,900 PSI, Fy = 285 PSI, Fc(PERPENDICULAR) = 650 PSI, E = 2,000,000 PSI. PLYWOOD: 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. ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATED SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH 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 BETTER 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 RESPONSIBILITY TO INSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. GENERAL THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL , y ENGINEERING SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS; TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETI COL PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED 1HE DESIGN LIVE LOAD PER SOU WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUC STANDARDS SHALL BE THE LATEST EDITION AND /OR ADDENDA. AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL MECHAN GA PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS 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 DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHAD. 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. FOOT. � A MAY 18 2007 PERMS i CE \`I'E- co w 0 I (3 cid co w co z S1.0 w a Z LL1 co e U, w C 2 GO 0 Lll C] cakii cn 11.797 SHEET NO. EIMENIEGNISE ISSEMEMEIN PROJECT NO. SEEMENIN I fA a 03 SCALE: N.T.S. (1) (2) ( (4) WOOD STUD WALL FOOTING NOTES: 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" O.C. MAX. 6. # AT 18" O.C. (MAX.) ALT 7. (2) #4 BARS CONTINUOUS 8. EDGE NAILING 9. 2x CONTINUOUS RIM 10. 16d 4 6" O.C. TYPICAL FOUNDATION STEM WALL 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" O.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 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. TYPICAL FOUNDATION STEM WALL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. WOOD STUD WALL FOOTING AT OPENING NOTES: 1. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. 16d011} " O.C. 3. FLOOR SHEATHING 4. FLOOR JOISTS PER PLAN 5. BLOCKING @ 48" O.C. 6. (1) #4 BAR CONTINUOUS (AT TOP) PROVIDE #4 AT 10" O.C. HORIZ. 7. 5/8" DIA A.B. SPACING PER SHEAR WALL SCHEDULE. 48 O.C. MAX. 8. #4 AT 18" O.C. (MAX.) ALT 9. (2) #4 BARS CONTINUOUS 10. EDGE NAILING 11. 2x CONTINUOUS RIM 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" O.C., ALTERNATE BENDS 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. (3) NOTE: D = 2'--0" MAXIMUM FOR ADDITIONAL INFORMATION, SEE PLANS AND DETAILS TYPICAL STEP IN CONCRETE FOOTING ( (7) ( NOTES: 1. 2X. BLOCKING 2. FLOOR JOISTS PER PLAN 3. 10d ®4" O.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 TYPICAL INTERIOR SPREAD FOOTING WOOD COLUMN FOOTING WIDTH & LENGTH PER PLAN WOOD COLUMN FOOTING NOTES; 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" O.C. 7 . (4) #5 HOOKED DOWELS 8. CONCRETE SLAB ON GRADE NOTE SEE ARCHITECTURAL DRAWINGS FOR COLUMN COVER AS OCCURS NOTES: 1. SIMPSON PB POST BASE 2. WOOD COLUMN 3. CONCRETE SLAB 4. CONCRETE FOOTING REEVED MAY 18 2007 PER NIR CENTEF SHEET NO. A ( I I A 2 II A WOOD JOIST AT WOOD STUD WALL SCALE: N.T.S. WOODJOIST AT WOOD BEAM SCALE N.T.S. (3) WOOD STUD WALL AT WOOD BEAM SCALE: N.T.S. f l vii Ai: (4) ( (5) (6) NOTES: 1. BASE PLATE NAILING PER SHEARWALL SCHEDULE 2. FLOOR SHEATHING 3. FLOOR JOISTS PER PLAN 4. NOTES: 1. 16d @ 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.G. SHEATHING AND NAILING PER SHEARWALL SCHEDULE 5. BEAM PER PLAN 6. EDGE NAILING 7. SIMPSON LU HANGER .TOTES: 1. WOOD STUD WALL 2, CONTINUOUS 2x WITH 16d NAILS 12" O.C. 3. WOOD BEAM 4. SHEATHING AND NAILING PER . SHEARWALL SCHEDULE - i.+rAriAVAVA TA :•►. ra;r: •:at rL %ArApArrAir r l I . plemeri ill. I (4) (5) (6) WOOD JOIST AT WOOD STUD WALL SCALE: N.T.S. WOOD JOIST AT WOOD BEAM SCALE: N.T.S. (1) ( ( ( SCALE: N.T.S. (6) (7) (7) ( ( ( (3) (4) ( WOOD STRINGER AT LANDING NOTESZ 1. 16d ®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 @ 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 . N_QTES ; 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 N.T.S. NTS ( (1) ( ( (5) (6) (2) (1) MOTES: 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 (6) PER PLANS 6. 2X. CONT. RIM JOIST W/ 2--10d NAILS PER JOIST 7. DOUBLE 2X. TOP PLATE W/ 16d NAILS AT 12" O.C. WOOD JOIST AT WOOD STUD WALL NOTES: 1. WOOD BEAM 2. SIMPSON HU OR HUTF TYPE HANGER WOOD BEAM AT WOOD BEAM Pi ;, 3":i-1 A 4 LA-0 . 7 x A2 a4 NABS 1. OOEr STUf WALL 2. SIMPSON H5 STUD TO STRINGER AT EVERY OTHER STUD 2x TREAD AND RISERS 16d @ 12" O.C. 3. 4. 5. (3) 16d MINIMUM AT EACH STUD 6. 2x STRINGER NOTE SEE ARCHCTECTURAL PLANS FOR TREAD, RISER AND NOSING DIMENSIONS RECEVED MAY 18 2007 PERMIT CENTER STAIR STRINGER TO WOOD STUD WALL CONNECTION SCALE: N.T.S. s Q a w CD Q CO Lai a d (.3 0 e a d fr c0 111 a ua co 0 cc 1 C, co co w 0 c o O Ol' U.1 8 i - a. ' , 0 to. X cm 0 � t- � ESSIMEMENI SHEET NO. S1.2 SINISINWIER PROJECT NO. 11.797 0 0 D 1 rn co s (1) (2) (3) 3. 8d 6" O.C. EDGE NAILING ` r..� ( 4. 2x BLOCKING WITH (3) ( g ) 16d PER BLOCK 5. SHEAR PANEL EDGE I I I NAILING II i 6. SHEATHING AND NAILING ( PER SHEARWALL SCHEDULE ( 7. SIMPSON H1 CLIP AT EACH TRUSS 8. CONTINUOUS 2x FASCIA WITH (2) 10d PER TRUSS SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. WOOD TRUSS AT WOOD STUD WALL WOOD TRUSS AT WOOD BEAM (3) (4) ( 1. TRUSSES PER PLAN 2. ROOF SHEATHING WOOD TRUSS TO TRUSS GIRDER 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 TRUSS RIDGE SCALE: N.T.S. PLAN - TYPICAL VALLEY FRAMING AT PREFAB WOOD TRUSSES SCALE: N.T.S. SCALE: N.T.S. WITHOUT RIDGE VENTS 1. EDGE NAILING 2. RIDGE VENTS 3. TRUSSES PER PLAN 4. PLYWOOD SHEATHING 5. 2x SOLID BLOCKING NOTES: 1. 2X OR VALLEY SET OVER FRAMING AT 24" O.C. 2. PREFAB WOOD TRUSS BELOW 3. LINE 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: R' -4' 2x4 MIN. 4' -8' 2x6 MIN. 8' --10' 2x8 MIN. 10' -12' 2x10 MIN. (1) (2) ( (4) (5) ( (7) GABLE END TRUSS SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. NOTES- 1. EDGE NAILING 2. FASCIA PER ARCH. WITH (2) 10d NAILS PER JOIST 3. 2x4 OUTRIGGER @ 24" O.C. 4. (2) 10d NAILS PER TRUSS 5. SIMPSON A35 CLIP AT EACH OUTRIGGER 6. GABLE END TRUSS - SHEATHING AND NAILING PER SHEARWALL SCHEDULE 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 9. TRUSSES PER PLAN 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 1. (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 F,4. Z ill ; ECEWWED MAY 18 2007 BUILT -UP POST PARALLEL TO WALLRMFF CENTER SHEET NO. PROJECT NO. 7 NOTES; -(4) 1. 6x SAWN OR 5 1/8" GLB 2. (6) 16d EACH SIDE, TYP. 3. PLYWOOD FILLER 4. 4x SAWN OR 3 1/8" GLB BUILT -UP POST PERPENDICULAR TO WALL SCALE: N.T.S. NO SCALE WOOD BEAM AT WOOD COLUMN 1. WOOD BEAM PER PLAN 2. SIMPSON ACE TYPE POST CAP 3. WOOD COLUMN PER PLAN 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 SCALE: N.T.S. ROUGH OPENING WIDTH SCALE: N.T.S. WOOD HEADER (3) (1) ( -(5) BUILT -UP WOOD MEMBER 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 CO 12" O.C. 7. 16d @ 12" O.C. STAGGERED BOTH SIDES 8. DOUBLE STUDS UNDER HEADER BEARINGS FOR OPENING WIDTHS GREATER THAN 5' -0" TES: 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 WOOD BEAM AT WOOD COLUMN SCALE N.T.S. SCALE: N.T.S. 6' -O" MINIMUM LAP 16d 94"O.C. NOTE 1. BEAM SPLICE AS OCCURS 2. WOOD BEAM PER PLAN 3. SIMPSON AC TYPE POST CAP 4. WOOD COLUMN PER PLAN 1 ( 1. TOP PLATE SPLICE OVER STUD ONLY. 2, DOUBLE TOP PLATE. 3. WOOD STUDS. (2) ( TYPICAL SPLICE OF TOP PLATES RECEIVED MAY 18 2007 PERMIT CENTEF N.T.S SCALE: N.T.S. 22" MIN. LATERAL RESTRAINT PANEL SHEAR WALL DETAIL Wt SIMPSON • TIE HOLDOWN (5) NOTES: 1. 2x TOP PLATE 2. CONTINUE HEADER TO END STUD 8d @ 3" O.C. EACH WAY ON HEADER 4. SIMPSON STHD14 -- 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 1/2" NOMINAL WA RATED SHEATHING 5/8" DIAMETER ANCHOR BOLTS -- EMBED 7" MINIMUM WITH 2 "x2 "x3/16" PLATE WASHER (3) 2x PLATES - NAIL SHEATHING TO EACH PLATE 12. 8d @ 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. 1. (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. 4. ANCHOR BOLT SEE SHEAR WALL SCHEDULE 5. EDGE OF SHEAR WALL SEE FLOOR PLANS 6. HOLDOWN REQ'D BOTH EDGES OF SHEAR WALL N.T.S HOLDOWN FASTENERS ANCHOR DIA srA mrarA % //� / mil / SHEAR WALL DETAIL W/ SIMPSON STRAP TIE HOLDOWN § FLOOR SUPPORTED BY FOUNDATION SHEAR WALL DETAIL W/ SIMPSON HOLDOWN (r� SOT. PLATE @ FLR. SUPPORTED BY FDN WALL N.T.S 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. NAIL TO INTERMEDIATE FRAMING @ 12" O.C. 4. PANEL EDGE NAILING AT SILL PLATE 5. EDGE OF SHEAR WALL, SEE FLOOR PLANS 6. CORNER, OR DOOR OR WINDOW 7. PANEL EDGE NAIL SPACING 8. Rd 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 JUN 1 1 2007 8. PANEL EDGE NAIL SPACING 9. 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 CONT. DOUBLE STUDS @ SHEARWALL EDGES. NAIL STUDS TOGETHER 10d I� 12" O.C. 2. SHEARWALL SHEATHING CONT. FROM TOP PLATE OF WALL TO SILL PLATE. IF NOT, CONT. CONTACT ENGINEER. NAIL TO INTERMEDIATE FRAMING @ 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 NAILJNG 6. EDGE OF SHEARWALL SEE FLOOR PLANS ATTACHED 7 - CORNER, OR DOOR OR WINDOW SHEET NO. S1.5 PROJECT NO. 11797 (12) STRAP HOLDOWN AT SHEAR WALL SUPPORTED BY BEAM B N.T.S. - N.T.S ( (2) (8) ( (1) 1. 1. WOOD STUD WALL 2. DOUBLE STUD AT EDGES OF SHEAR WALL 3. STRAP PER PLAN. CENTER BETWEEN FLOORS. 4. SOUD BLOCK UNDER STRAP AS REQ'D. 5. BLOCKING OR RIM JOIST AS OCCURS. HOLD -DOWN STRAP AT WOOD STUD WALL 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 @ SHEAR WALL EDGES 6. SHEARWALL SHEATHING PLWD., 1/2" MIN. THICKNESS 7. SIMPSON MST6O 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 (6) N ( 6 ) TWO -STORY SHEAR WALL ELEVATION 5. MINIMUM ANCHOR BOLT SPACING : 4' -O" O.C. SUNLESS OTHERWISE SPECIFIED IN SCHEDULE) MINIMUM 2 ANCHORS PER WALL PROVIDE 2x2 SQUARE WASHERS EACH ANCHOR. DO NOT RECESS BOLTS. l SHEAR WALL SCHEDULE NOTES 1. FRAMING STUDS SHALL BE HEM FIR #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 EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS SHALL RECEIVE APA RATED SHEATHING, FULLY BLOCKED WITH MINIMUM EDGE NAILING OF 10d @ 6" O.C. EDGE, 12" O.C. FIELD. 4. NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES AND BLKG. 1. MULTIPLE STUDS (MIN. 2 U.N.O.) AT EACH END OF PANEL NAILED AS BUILT -UP POST - 1W. 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 9. SECOND FLOOR UNE CODE CO PRL; sL jt' 1 1 2 3? SHEAR WALL SCHEDULE WALL MARK SHEATHING 1/2" PW 1/2" PW 1/2" PW 1/2" PW SIDES ONE ONE ONE ONE PANEL EDGE NAILING 10d @6"O.C. 10d @ 4" O.C. 10d @3" Q.C. 10d @ 2" O.C. FIELD NAILING 12" O.C. 12" O.C. 12" O.C. 12" O.C. FRAMING AT ADJ. PANEL EDGES 2X 3x OR (2) 2x 3x OR (2) 2x 3x OR (2) 2x BASE PLATE ATTACHMENT 16d NAILS @ 6" O.C. 16d NAILS @ 4" O.C. 16d NAILS 3" O.C. (2) 16d NAILS @ 3" O.C. ANCHOR BOLT SPACING 5/8 15 ® 48" O.C. 5/8 "0 @ 32" O.C. 5/8 "0 @ 16" O.C. 5/8 "N 24" 0.C. 5/8 "0 @ 12" O.C. 5/8 "93 @ 16" O.C. FDN. SILL PLATE/ FLOOR BASE PLATE 2X 3x 2X 3x 2x 3x BLOCKING /RIM JOIST ATTACHMENT SIMPSON A35 @ 48" O.C. SIMPSON A35 24" O.C. SIMPSON A35 @ 16" Q.C. SIMPSON A35 @ 8" O.C. VALUE LB /FT 278 418 545 713 RECEIVED MAY 18 2007 PERMET CEN I w w U, am 4.9 S U z a s- ots Lll c 2 21 SHEET NO. S1.6 PROJECT NO. ct N OD w� w co t 11.797 N 0 I Riverton Lane Lot 3 13013 38th Lane South Tukwila, WA 98168 2200 Plan Lot = 6,590 SF House = 1,600 SF Patio = 120 SF Drive = 559 SF Percent impervious = 34.58 P - Power G - Gas C -Cable TV T - Telephone S -Sewer ST - Storm W - Water Footing Drains, crawl drains and roof drains to connect to approved plat storm system 601 Union Street Suite boo Seattle Wa. 98101 206 - 322 - 4393 110.00 58t LC ne So t 83.85 1" 10' These plans have been reviewed by the Public Works 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: By 7 U t (SI RECEIVED MAY 7 8 2007 PERMIT CENTER Detla 94 °18'55" 38 °37'29" 12 °03'56" 6°(;8'28" 41 '39'18" 57 °43'31" 41 12'22" 42 °27'24" 14 °45'46" 23 °51'43" 85 °41'05" TAX LOT NO. 733240 -0055 TAX LOT NO. 8 733240- 0054 VULUML 1 / NA(L lb TAX LOT NO. 733240-0053 TAX LOT NO. 73 •'0 BSBL )CIATION IS HEREBY ;T "B" AS SHOWN POWER AND LIGHT SEMENT RECORDED S FILE NUMBER OF SUBJECT EASEMENT IS NOT 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 TAX LOT NO. 733240 -0070 86 92 94 88 TAX _,QT N0.1 19208U-0035 6 TAX 192 OT NO. 0025 5 80 TAX LOT NO. 192080- 0015 flA \ /IC DEDI AT nE TO ('T A n c co TAX LOT NO. 1 0005 Ire Hydrant 72 86 01 - 68 88 METHOD USED: DATE OF SURVB BASIS OF BEAR RECi MAY 1 PERMIT LEGE A 0 • 1VED 8 2007 C ENTER FOUN S 13 FOl l N