Loading...
HomeMy WebLinkAboutPermit D04-217 - CHARTER HOMES - LOT 3CHARTER HOMES - LOT 3 4276 SOUTH 160T" STREET D04 -27 7 % :A City of Tukwila r�oB Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 8108600504 Permit Number: D04 -217 Address: 4276 S 160 ST TUKW Issue Date: 09/02/2004 Suite No: Permit Expires On: 03/01/2005 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: CHARTER HOMES, INC - LOT 3 4276 S 160 ST, TUKWILA WA CHARTER HOMES INC 4616 25 AV NE, #598, SEATTLE WA MARK LUDDEN 4616 25 AV NE, #598, SEATTLE WA Contractor: Name: CHARTER HOMES INC Address: 4616 25TH AVE NE #598, SEATTLE WA Contractor License No: CHARTHI962KF Phone: Phone: 206 406 - 8823 Phone: Expiration Date: 05/06/2006 ! DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,198 SQ FT SINGLE FAMILY RESIDENCE, 445 SQ FT ATTACHED GARAGE AND 110 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: Erosion prevention and sediment control and surface water for approximately 2300 SF of impervious surface. Value of Construction: $215,158.30 Type of Fire Protection: N/A Type of Construction: VN Fees Collected: $3,052.03 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 C.Y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N doc: Devperm D04 -217 Printed: 09 -02 -2004 Z i� w Q 2 JU 00 N cn w Uj � LL w U) =w F- O. Z t- w U O - D I_ w LL O .• Z w CO O F " z U I - City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 f% Permit Center Authorized Signature: L�'� Date: �Ga�o V I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date:- Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D04 -217 Printed: 09 -02 -2004 Z �- Z �w Q D. JU UQ CO CO CO LL w O L? � = w Z F- ZO w Uj � o U O N. o F- w �U ti I-- lU Z U= O Z C it y of Tukwila 19C8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 8108600504 Permit Number D04-217 w Address: 4276 S 160 ST TUKW Status: ISSUED Suite No: Applied Date: 06/24/2004 0 Tenant: CHARTER HOMES, INC - LOT 3 Issue Date: 09/02/2004 N o to Lu J = 1: ** *BUILDING DEPARTMENT CONDITIONS * ** N UO w 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. U_ co D W 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center H (206/431- 3670). Z = F— O 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to Z �_ UJ start of any construction. These documents shall be maintained and made available until final inspection approval is 5 granted. v O N 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 v and available to the building inspector for inspection purposes. U 0 6: All construction shall be done in conformance with the approved plans and the requirements of the International z v Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. F, O 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any Z requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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: 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. 13: 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. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 15: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department doc: Conditions D04 -217 Printed: 09 -02 -2004 WIN 1 PPA!xVl� fry nx++ am�xsrmaherrara.wssxr ,..r.�w� ~�i i ti City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 of Labor and Industries (206/248- 6630). 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, z any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits -- w 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 v Building Official from requiring the correction of errors in the construction documents and other data. 0 0 CO 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** cn w J H 18: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least U) L O 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. U- 19: Any material spilled onto any street shall be cleaned up immediately. co a = 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation Z w H off -site or into existing drainage facilities. O z F-- w * *continued on next page ** v o ON off W s O ..z w CO L) H � O z doc: Conditions D04 -217 Printed: 09 -02 -2004 Cit y of Tukwila T908 { 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. Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z '~ w � u� D U. UO Cl) 0 CO) LU J = r~ CO U wO LLQ CO) D = �w z f- t - O z F- w �5 �o oC o t- 3: LL h-. -O il! Z CO O z The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: ' z o Print Name: doc: Conditions D04 -217 Printed: 09 -02 -2004 J ,�WIUt, 1 N 's S i CITY OFTUMIL.:J Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 r J;,? •1 e 4 �� t r � '1BA4 ingtirem isi> No.�r Pu�iliic,� � ' M �. t y� ce'use onty) 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 ** SITE LOCATION '+,,z y t'f King Co Assessor's Tax No.: ? 108(oO— O So51 Site Address: % tPo Suite Number: Floor: Tenant Name: _ �• oT 3 New Tenant: M .... Yes M ..No Property Owners Name: Cat 4,rtf v 40"A Q :1 n c_ Mailing Address: q t t.. 5 Ave- NE S49 S es, H i e- Wry 9 b l 0-a' City Stale Zip CONTACT, PERSON ; Name: oQK j ,,L4 o Day Telephone: -2o . Vp G - 8 ,9Z3 Mailing Address: qt l C. e?j ' Ave N.E. Y -528 5,2" H 4, - (.o A 9 &!oS City state "Zip E -Mail Address: Fax Number: gigot -- S ZS - 35 10 GENERAL CONTRACTOR INFORMATION Company Name: CkAyt¢ v 14o ►KeJ 7,, c r Mailing Address: 44o 1 1. Ave ,y E # S"98 J ¢k 4 L LA)✓a 9 810S City State Zip Contact Person: 8.4y t< k AJ t K. Day Telephone: „?o` . 4o6, - W 3 E -Mail Address: Fax Number: 2o 4 - SZ S- 3 51 Contractor Registration Number: C u A 8 71.4 X - �F& z K F Expiration. Date: ovo 6 / Za o 4. * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - Al l plans rnust be wet stamped by Architect.of Record Company Nam Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: \applications \permit application (3.2003) 3/2003 Page ...,..r++».m.w <.«+ea....• run» rarw�+.. �r•. aax•s•+*'Yrot:WA�A�':�W(dNF tiil'l4firN17x`S�P'Vnh rtt? taf�twrivarrtc�awnik"�+x1w..+�w j Z Z �w QQ J 00 (/) C0 W W= H S2 LL w U. �D = �W Z F- �O Z f-- w w U O- 0 F-- WW H� U- z U= O Z BUILDING PERMIT'INFORMA'. N - 206 = 431 3670 Valuation of Project (contractor's bid price): $ _ o _ Existing Building Valuation: $ Scope of Work (please provide detailed information): AjoW %o.1g-IMttc - ho,•-; 1 e Stn 4N Will there be new rack storage? ❑ ..Yes 5g.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below 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) / 7/ *For an Accessory dwelling, provide the following: Lot Area (sq ft): 77.5' Floor area of principal dwelling: 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 SZ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: E] .. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [:]..No If "yes ", attach list of materials and storage locations on a separate 8 -I 12 x l I paper indicating quantities and Material Safety Data Sheets. \applications\permit application (3.2003) 312003 Page 2 Z Z �W QQ JU 0 C/) o C0 W W = H �LL WO 7 LLQ to :3 = F. W Z F— Z� W W U� O- OH W W HF LL O Z W CO H� Z `Existing : Interior Remodel t Addition o Existing Structure . New Type o Construction per UBC Type of Occupancy per UBC` l' r Floor - yo S, Floor D 3 Floor ' Floors thm .. Basement Accessory Structure* Attached .Garage Detached Garage Attached. Carport, .::. . Detached Carport.,: Covered Deck. 1 j Uncovered Deck . 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) / 7/ *For an Accessory dwelling, provide the following: Lot Area (sq ft): 77.5' Floor area of principal dwelling: 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 SZ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: E] .. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [:]..No If "yes ", attach list of materials and storage locations on a separate 8 -I 12 x l I paper indicating quantities and Material Safety Data Sheets. \applications\permit application (3.2003) 312003 Page 2 Z Z �W QQ JU 0 C/) o C0 W W = H �LL WO 7 LLQ to :3 = F. W Z F— Z� W W U� O- OH W W HF LL O Z W CO H� Z t yl AL PUBLIC WORKS PERMIT .., ORMATION - 206 y' + � i ,y . �, Scop of Work (please provide detailed information): ?,,Z, JA S � 1-�}t 4 5V � 0]Nvlv�d CrEe V 4i 1'-5 X1-0 U �e Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 .for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District #125 ®.. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila EL .. ValVue ❑ .. Renton ❑ .:.Seattle ❑ ... Sewer Use Certificate ❑ ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑...Civil Plans (Maximum Paper Size -22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ Bond .Insurance ... ❑ . ❑ .. Easement(s) ❑ .. Maintenance Agreements) ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ® ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut j E] ... Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " K .- Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ! ❑ ... Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............ Public Private ❑ ...Water Main Extension ............. Public Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line []...Water ❑ ...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: Day Telephone: Mailing Address city State zip Water Meter Refund/Billing: Name: i I V Day Telephone: Mailing Address: City state zip Vppliuti0ft4ermit application (3.2003) 3/2003 Page 3 MEL- �:w� s ux Z =Z W UQ W� CO W }} LU LLQ CO 0 = Cd F- W Z F- ZO W W U O� Ww F- u- O •Z W U= O Z Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet: Water District ❑ ...Tukwila ❑... Water District # 125 ®.. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila EL... ValVue ❑ .. Renton [ ❑ ...Sewer Use Certificate F] ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑...Civil Plans (Maximum Paper Size -22" x 34 ") ❑...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ... Bond " ❑ ..Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless P roposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation[Fill - Right -of -way Non Right -of -way _ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ®..:Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ' ... Permanent Water Meter Size... WO# _ ❑ ... Temporary Water Meter Size.. WO# _ ... Water Only Meter Size............ WO# _ ❑ ...Sewer Main Extension ............ Public Private ❑... Water Main Extension .............Public Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ... Deduct Water Meter Size........ " FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) ❑ ... Sewage Treatment Name: Day Telephone: Mailing Address: city state zip Water Meter RefundBilling• Name: Mailing Address: Day Telephone: city State Z-1p VpplicationApermit application (3 -2003) 3/2003 Page 3 Z F =-- Z �W UQ W= H C0 LL WO 2 QQ u- N� �W Z F- E- O Z 1— LU �j U� ON 0H Ww H� �- O Z U= O Z Scope of Work (please provide detailed information): ? A '?, SV.wL ANICAL PERMIT INFORMATION — 206 -431 3.670 y MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 3Y92— Scope of Work (please provide detailed information): A/QuJ 1-1 Vp G :o A tv G G S Fu_ v.t z r G G S W Z 6(V �{4 ✓ 'L s t ✓e �e G� t Use: Residential: New ....®, Commercial: New .... Fuel Type Electric .....[] Gas ....f9 Replacement .... [l Replacement .... 0 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty . Boiler /Compressor: Qty . Furnace <IOOK BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP/ 100,000 BTU Furnace >IOOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 I -IP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator— Comm /Ind PERMIT APPLICATION NOTES Appl>Icable to all permits in this appl><cation Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as detined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: ZS�LO Print Name: " �o�o Day Telephone: c-25 3 •5 75 79 Mailing Address: Z %0 ] (�, ZS ` A Vl �E � .SD RU o s, City State Zip Date Application Accepted: I Date Application Expires: Staff Initials: tapplicationslpennit application (3.2003) 3/2003 Page 4 •. ii-;,;. Iir:::- �R.: l:.:+: i' sa' .''. ^'i:,ni3:k's�»:�11c�ig.�+c x.5i�*,„`3'ti4i«" lta;« 'c.N.Wxr. . +t3e 'i:a" 3�+d'k 'tr¢' � :.0 Z '~ W tY � JU UO UD W = H U. WO LLQ U� = �W Z H Z� �5 U� O� OH W W L H� — 0 W Z U= O Z City of Tukwila 1908 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: CHARTER HOMES INC TRANSACTION LIST: Type Method Description Amount Payment Check 5048 1,690.85 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,643.35 PW PERMIT /INSPECTION FEE 000/342.400 43.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,690.85 Z �W JU UO (00 co Lu U. WO 9-1 LL Q CO)� T o F- W I— O z F- LU5 Uj3 O N WW H C.). LL O •Z W U =. O Z RECEIPT Parcel No.: 8108600504 Permit Number D04 -217 Address: 4276 S 160 ST TUKW Status: APPROVED Suite No: Applied Date: 06/24/2004 Applicant: CHARTER HOMES, INC - LOT 3 Issue Date: Receipt No.: R04 -01180 Payment Amount: 1 Initials: LAW Payment Date: 09/02/2004 02:34 PM User ID: 1630 Balance: $0.00 Payee: CHARTER HOMES INC TRANSACTION LIST: Type Method Description Amount Payment Check 5048 1,690.85 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,643.35 PW PERMIT /INSPECTION FEE 000/342.400 43.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,690.85 Z �W JU UO (00 co Lu U. WO 9-1 LL Q CO)� T o F- W I— O z F- LU5 Uj3 O N WW H C.). LL O •Z W U =. O Z g City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5012 1,361.18 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,068.18 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 43.00 Total: 1,361.18 X214 06/25 9716 TOTAL 4249.48 doc: Receipt - Printed: 06 -24 -2004 f z i� i~ W �U 00 Cl) 0 C0 W J H NU. WO J LLj C0 = W I- _ Z i- F- O z F- LU �5 U ON W 0 W z U N O F- z RECEIPT Parcel No.: Permit Number D04 -217 Address: Status: PENDING Suite No: Applied Date: 06/24/2004 Applicant: CHARTER HOMES, INC - LOT 3 Issue Date: Receipt No.: R04 -00780 Payment Amount: 1 i Initials: SKS Payment Date: 06/24/2004 02:02 PM User ID: i 1165 Balance: $1,690.85 I i Payee: CHARTER HOMES, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5012 1,361.18 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,068.18 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 43.00 Total: 1,361.18 X214 06/25 9716 TOTAL 4249.48 doc: Receipt - Printed: 06 -24 -2004 f z i� i~ W �U 00 Cl) 0 C0 W J H NU. WO J LLj C0 = W I- _ Z i- F- O z F- LU �5 U ON W 0 W z U N O F- z ' 07"' INSPECTION RECORD � �l � C� Retain a copy with permit �'( INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj Type of Inspection: Add fe s / Date Called: �7 Ins ructions: Special Ins ructions: 1-64 I I Date Wanted: Date Wanted: alm. Requester: /�.J � J Phone No: JQ� J proved per applicable codes. Corrections required prior to approval. COMMENTS: 1 7 /itl • / r 4 V : Date:00 REINSPECTION FEE REQUIRED�P or to inspection, fee must be at 6300 Southcenter B d., Suite 100. Call to sechedule reinspection. Receipt No.: I Date: z �W WW 0 O W= N LL WO 9Q _Cy I- W Z WO W U� to O— o W F� u- O tll z co �_ o� z INSPECTION RECORD ' Retain a copy with permit INSPECTION 0. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)4 1.3670 k ect: Type of In o i on: ress. -7 � r O Date Called: ! Special Instructions: Date Wanted: 2," 0-S— a.m. . Requester: r Pho y gg I i Receipt No.: Date: i Z I '~ W It -1 C.) UO W= F- N L W O. La = I.-W ? I H O W F- W U� O N � H WW H u. O LLI z U= 0 H- Z tJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD �, f Retain a copy with permit`'? INSPEM N N0. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect: Type of Ins ection: 4. — Address: Date Ca W: Special Instructions: Date Wanted: a.m. L_ h Mm% F 4 Requester: ti fi /M Phone No: Approved per applicable codes. Corrections required prior to approval. ,4. Inspector}/ Date: G $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ::1 Z 2 E '~ W UO WX �LL WO LLQ co �W Z = H- H O W F- W U� co O I— WW FI- U LL O LIJ Z U X O Z INSPECTION RECORD (� ' 2• Retain a copy with permit POO INSPECTION NO. PERMIT N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 _S20 )4 1 -3670 . zz r Type of Inspe tion: .8oA --- , Address: O `U .S Date Called: 2. - of Special Ins ruc ions: Date Wanted: ! a.m. Requester: Pho e /�, 7 Approved per applicable codes Corrections required prior to approval. tJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 7 : z ;3: z �w UO CO LU W 52 LL WO LLQ = Cy �. W z F- �O z�- �5 U� N � H WW H �. LL Z. U= O z INSPECTION RECORD a `� Retain a copy with permit / S� INSPECTION N0. PERMIT NO. CITY,. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 j Fl Approved per applicable codes. Corrections required prior to approval i i i I t i r i Proj t: Type of pe io A s / t Date Called: / Speyial Instructions:' .� Date Wanted: Date Wanted: l.. m minstructions: 2. � O.� A equester: `1 j OJ Phone No: I e ? I �ft & / a Inspector: N I Date: Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 2 W JU 0 ND co LU J F=- S2 LL WO a� uu- U� = a �W z H H O W H W �O U 0 H WW u- Z LLI U C0 F— _ O Z INSPECTION RECORD Retain a copy with permit � 2 71 INSPECTION NO. A A . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 k Proj t: 3 Type of Inspection- � Address: 0 ,li_ � r�1 Date Called: 05„ Special I structt s: Date Wanted: Requester: Phone No: y M Approved per applicable codes. ® Corrections required prior to approval. Inspec Date: / . ?—r y - $5 .00 REINSPECTION EE REQUIRED. P or to inspection, fee must be pod at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspeption. Ae�pt No.: Date: z ;H z �W JU U O W = F— �L W O. �Ei LL � = F— W _ ? F— F— O Z F— �5 U� ON 0 F- LU W F— LL LLI z U= O z }} INS P,ECTION RECORD t Retain a copy with permit INSPECTION NO. PER O. 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98 ;' t206)4 7 �1 -3670 Pro'e t: M LO 3 Type of Inspect' ��}` Address: (( .�1,� Date Called: Sp cial Instructions: Sip Date Wanted. M. Requester: Ph o a No � 0 L( q) b - �d i Approved per applicable codes. Corrections required prior to approval. COMMENTS: i 1 4 Inspector:' Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �— Z W J U. UO W= CO LL W O 95 W a = W ? F- H O W ~ W U� ON O H W �v U. tl! to Z 'zG I INSPECTION RECORD _ INSPECTION N0. Retain a copy with permit PER NO. CITY OF TUKWILA BUILDING DIVISION � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 j Projec . 4� Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: ' ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: i nspector: X� ' - �a� I Date: - q-0t $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. receipt No.: Date: Z �~ W �U U NO J H TU- WO 9� J LL = W Z� zo W U� O N WW F- �. —0 Iii Z U= O Z INSPECTION RECORD y� b Retain a copy with permit �J INSPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20) -3670 Proj ct: Type of I el n r Addre i.0 Date Cal ed: � � S . Special I structions: Date Wanted: a: m. (P.m. Requester: 13 I t) Phone No: L — J�d Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: e Date: o3 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: J Z � Z �W QQM WV UO W= J F. LL WO J u_ � = W E O W ~ W U� ON �H WW H� LL Z !1! U =, O Z le> INSPECTION RECORD Retain a copy with permit INSPECTION N0. P! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project, 4'/tDate rl� /'li� ype of / IIn ` spection: Address: "` x,76 / Called` —' Special Instructions: Date Wanted: ( L.rp Requester: Phone No: M Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: e A $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z �z W QQ � WV 00 Na U) LLJ J = U. w LLQ c o W Wo W U� ON WW LL Z 111 co O z INSPECTION RECORD Retain a copy with permit INSPECTION N0. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206j431�3670 Pr ' t: �,., I ' !, 1yla — 49t Type of I spection: A dres � �.. � ate Called: (. - 7 1 spetial In ructions: Date Wanted: , a m. R /s Requester: ' P one No: Approved per applicable codes. FI Corrections required prior to approval. Inspector: ` Date: 4 az 5 E] $58.00 REINSPECTION FEi REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z ~ W. 00 N W= NLL W La = l.—W ' Z I— O W �5 U� O N 0 f- WW W0 LL! 0 O Z INSPECTION RECORD Retain a copy with permit INSPECTIOITNO. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ec : . Type of Inspection: , Address Sri Date Called: Spe ial Instructions: Date Wanted: a.m. Requester: Phon o, Approved per applicable codes. 1:1 Corrections required prior to approval. a r0 Inspector: ,/ f ` Date: V/L $58.00 REINSPECTION FE M EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter ., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z W UO CO 0 J H �LL w J' u_ co z W ?� Z° W W 00 0 0 D F- WW H �. u- O W Z co O Z _.-- -- --...- -.... s. INSPECTION RECORD I Retain a copy with permit f INSPECMN NO. PE IT { CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20,6)431 -3670 4 Project• kA Type of Inspectio Address Date Calle : Special Instructions: Date Wanted J Requester: Phone No: 1 Z I~ W UO CO O W = �LL W� u_ Q = �W Z F- H O W ~ W U� O N � H- WW U LL ~O Z W U =. Z $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ..-.GI -.t G�2/Vl C. itk-tnr Qluri c ­,-n i nn roll to erhnri, iin rninennr +inn INSPECTION RECORD 7 , Retain a copy with permit INSPECTI 0. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 )431 -3670 Projec ` l Type of Inspection: Address: / Dgte galled: - Z Special Instructions: Da a Wanted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. • I1 L 1 U tJ ! f M FAR EM r FOR w, JIM I, .l4i M M 1/ Receipt No.: Date: tJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r (C Z '~ W JU UO W W LL . WO 9-1 LL coO = W H Z� �O Z F- 5 U� O N WW LL Z t11 U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM O• CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206.Y4XV 3670 Project k `` C G r wtS � Type of Inspectio . rGvs1 t n Address: L Sr- Date Called: Special Instructions: Date Wanted: �+' a.m. ' -) o-' p.m. Requester: Phone No: Fl Approved per applicable codes. corrections required prior to approval. COMMENTS: �U W PeCA 0\•er— \V\ -ems A 7 , e 0V 7 � Inspector: Date: y`U_ $47,00 REINSPECTION FEE REQUIRED_ Prior to inspection, fee must be G� Receipt No.: Date: zz W �QQ � JU 00 W= CO L w LL co a =w z t— �O z Ii-- W W U� ON WW H� W Z co Lll O z . . . . . . . . . . . :/� INSPECTION RECORD Retain a copy with permit PE N INSPECTION NO. IV CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Project: (1, Type of lnspepion: 6A A40ress: 7(e +' a , Date Called. Special Instructions. Date Wanted: (P.M. Requester: I 96� No% V l paid at 6300 Southcenter Blvd., Suite 100. Call to schedule Rec eipt No.: I Date: I I L I Z 0 00 cf) 0 W W LL' W O 2 � 9-1 LL. a LLI Z �- 0 z �- UJ :3 0- in W W P U- 0 --z W U) C.) 1- x 0 Z INSPECTION RECORD r Retain a copy with permit" INSPECTION NO. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20,6)4.31 -3670 Project -4 Ty of Ins ection: A } Address: u f Date Called: 1 1` 13`0 / Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: fS�Approved per applicable codes. F� Corrections required prior to approval. COMMENTS: 1 Yo �P Inspector. Date: I') 3 $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 12 Z H �W JU U (00 co W W = Cf)U- W � LL a = W H ZO W 5 U 0, O N O I-- W W H W Z LLI co U 0 E- Z INSPECTION RECORD Retain a copy with permit [:7], INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431-3670 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: ( 2. —M. p.m. Requester: Phone No: ' E�LApprovecl per applicable codes. Corrections required prior to approval. I I ns e cV: Date: M�4 OOREINSPECTIOAFEEREQUIR Prior to inspection, fee must be R Id at 6300 Southcenter Blvd., Suit $ 100. Call to schedule reinspection. lReceipt No.: Date: Z Z (y -W 00 C J) 0 Wx S2 LL W O 2� W OR W W 5 co 0 (31-- W W L) LL Z W CO Z i 4�5 INSPECTION RECORD Retain a copy with permit INSPECTION N0. 4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 431 -3670 Pro' c : Type of Inspection: , u // Ad ress: ,� , 5 Date Called: /9 a- Special Instructions: Date Wanted: M. Ll M. Requester Requester. L-( t � Phone No: .s "v� -�.3� Approved per applicable codes. Corrections required prior to approval. COMMENTS: , u // Z2 tJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7. Z Z �W QQ� WV 00 to 0 (D LLI LLJ_ �LL WO 95 LL Q � = �W z H W� W U ON 0 I-- WW U- 111 Z U= O Z f I I INSPECTION RECORD Retain a copy with permit °� /' S I PECTION NO. PERMIT E CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P ct: _ T Type of nspection: Afidre s: I Ax 0 0 s struction Special I . D Date a a I Approved per applicable codes. ICI Corrections required prior to approval. COMMENTS: - Inspector: Date: , )/, $4 .00 EINSPECTION F E REQUIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. teceipt No.: Date: Z W JU UO W �LL WO LL a �d = W H ? F- 1 1-0 W ~ W U� ON �H WW H� LL Lll U U= O Z INSPECTION RECORD Retain a copy with permit S INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206j431 -3670 P ' ct: y Typ of Inspectio : Kd d r e s: . , ,�-, Date Calle . l� � o Sp al nst uc ons: Date Wanted: /� A © a.m. Requester: 6 P one No: a ^ A Approved per applicable codes. Corrections required prior to approval. rnruiucu� .. Inspector: Dater $47.00 REINSPECTIONO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z Z W JU 0 to w� S2 LL WO LLQ co d �W Z �- O W F- �5 U� O co oF- W W FU W Z' 111 U= O Z INSPECTION RECORD Retain a copy with permit -! INSPE ON NO. PERM N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ?0 ?� Ty e of In pectin . v Address: So . Date Calle : 11;Z a o Special 'I structions: Date Wanted: V p.m. Requester: j b( c Ph (cxS , (Q2 L� IInspector: "` �t V --VIbA.- U41'- I, 1- `uate: � � � 1 E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. teceipt No.: 71 77 2 '~ W JU UO 0 W= t•- S2 LL WO LL Q co) = �W Z= F- I— O Z�- W W U� O - �H WW H� LL O Z W U =, O H Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER 0' CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 431 -3670 Pr j t: r! -[6 Type of Inspection: OVVIIA A dl ess: ); S • I -P Date Called. p 'a Spe ial Instructions: le- a c. PGt Date Wanted: 6 ri i 1P ' 0, -, + G , Requester: ' A ' - t � ) I f / Phone N -?SZ Approved per applicable codes. FI Corrections required prior to approval. COMMENTS: 't tG G't� • I -P c Cra w' S.Occ -2. cr rt - v� CA le- a c. PGt veV: 6 ri i 1P ' 0, -, + G , V 5 'CA? I C4 ' i 0v t nspector: Date: Receipt No.: 7a E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 9 Z '� W �QQ � JU UO CO 0 w= �LL w 9 -1 U- co = W H ?P Z° W �5 U� ON t7 H w �Z LU co O Z INSPECTION RECORD Retain a copy with permit Do r 1NSPkqT PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PJaone No: M I SA .... . C WN it ! WA ' _ �AfrL9 A Pro'ec ' Type of Inspection: , Address: —1 3 S /(moo Date Called: Special Instructions: �f Z74 Date anted: �G r � ( ' a.m. '/ Irm: � Requester: Receipt No.: Date: `+ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z W �U UO U) 0 C0 W J = S2 LL WO LLQ �d = W ? H Wo UJ 25 U O� WW 3:( W Z CO O ~' Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI O 1 CITY OF TUKWILA BUILDING DIVISION 6300 South6enter Blvd., #100,.Tukwila, WA 98188 ( 06)431 -3670 Pro a t: Type Inspection: .. U AA 0�q A dress: Date Called: j � (� Spdcial lhs Date Wanted: 1 - ; - M- /d'/ 0 M. Requester: �Q P one No. Approved per applicable codes. Corrections required prior to approval. MMENTS: Inspector: / Date:G f ` $47.00 REINSPECTI N F REQUIRED. Prior to inspection, fee 4st be paid at 6300 Southcenter Ivd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z }_- Z d �W W� JU 0 V) 0 co w w_ co LL WO L_ co = W H ? F- ZO WW U N D F- WW LL H� 111 Z N O Z INSPECTION RECORD Do- i Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: C�iar er H ornes Type of Inspection: -*rni D rAlh Address:,`, _76', ,t oih St Date Called: Special Instructions: ll ,,,, Date Wanted: O a.m. Requester: -r Phone No: Go6 - 246 90 Approved per applicable codes. Corrections required prior to approval. W �D COMMENTS: t o D T � S 7'r /� '7z) Inspector: 6� Date: f Ig I Receipt No.: Date: ..ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z = Z �U UO CJ) 0 co LU . = CO LL WO LL N = W ZO W LLJ U� O C. D F- W W F- LL O Z co O Z INSPECTION RECORD n,, Retain a copy with permit ! „3A INSPECTION NO. i(206)431-3670 I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P o'ect: y, �'✓V1�� Type of Inspection: d ress: Date Called: Spdcial Instr ctionss ?: Date Wanted: Jo 0 Requester: 1 ISab P e o 0 t.0 4 6 1 — J Recelpt No.: (Date: Z '~ W 3 U UO rn o J = S2 LL WO } J LL N = W H Z F- fF- O W ~ W U� o� W H LL Z L11 Cl) O Z Approved per applicable codes. Fi Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 08 S 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 431- P TyjMof Inspe ti 0 n & 100 Address: Q Date Called: Special Instructions: 1" ��� �1 Date Wanted: p M Requester: 67 fhone A pproved per applicable codes C orrections required prior to approval. SjjAp E C e: Y I - VI) � -/ 14, 5 1 In ec Date: 4 1— 7 0 REINSPECT104 FEE REQUIRID. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 1 00. Call to schedule reinspection. Receipt No.: Date: Z Z JU 0 0 to 0 U) W J x LD LL W �a N D 2 W Z 0 R LLJ 5 0 0 WW X 0 Ir- ILL 0 z W 0 z INSPECTION RECORD ' Retain a copy with permit j INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'e t: Typ of Inspection: , C 7 Ad .3ss: s 1 b h U 4 Special Date Called: Instructions: Date Wanted: a. m. p.m. � ✓ Requester: Phone No: _ 2-7 a Approved per applicable codes. Corrections required prior to approval. i u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ..'.... .'. .' ..•. .. ?'rl :.. i� `•: \(.: .. - :. r - -._ r_.. 'r .� .... .... ^ _.. . z �— z W UO D Cl) = TLL WO LL = a �. W ? ►_- l— O z W U� ON D H WW W Z L11 U= O z IV i S tl i i INSPECTION RECORD j r Retain a copy, with permit pER INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Y Lf Approved per applicable codes. Corrections required prior t approval. COMMENTS: C/ / Pro} ct: Type of Ins ion: IV A d e S.,,, f Date Called: � UC r Special Instructions: Date Wanted• m m. Requester: mo' I p2- W ^ Ph ne No• � �.1 r eipt No.: Date: r' Inspector / Date: If $47. SPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z W UO C') 13 �U- WO J LL a = W ZO LIJ W U� ON WW LL H� —0 Z 111 U =' O E " Z r eipt No.: Date: r' Inspector / Date: If $47. SPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z W UO C') 13 �U- WO J LL a = W ZO LIJ W U� ON WW LL H� —0 Z 111 U =' O E " Z Y �Tese plans �0 been reviewed T�y �'ublic Works Dc artment for conformance with current �Gcxytstag rds. Acceptance is subject to errors and omissions which do not authorise violations of adopted standards or ordinances. The responsibility, for the adequacy of the design Tests 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 the Public Works utilities inspector. Date: By. rol 0 CORREC ION LTR # � CITY of TI �, AUG 0 6 Nh C vlooltcv wo,v,.2-� * L �I \ cva- a Y G 1w 1 - o Yv t 1 k -to PERMIT CENTER Zo e- �n �OMpv 'D �- 'JD�-' \r �1. C-1AS C- c:cob\-e - 7.v, II1 p-rF-k Pq4/ AS ?VLa-\ le— ,, fn ti Q o 40 aAkq v ( W R V +nq w -ZI1 z iZ LLJ D JU UQ CO W= F- � w 9-1 U- ¢ �D �W ?_ �o z �-- W W D o co . o� w �z ui CO) O z a.; f".-' s.:. C,: si:.. dta. i, va: isc,• �twcs9a. 3;. i1. �::C id. `ni.:iux!C:s�'s.:Ss.G::.r�tJin, �` '�?;�j;, �;ri:�` :1'�•" {�r '•� 'j' ';�;+,'t' , F „ & � - 4-1 ,1,' ` � 1.0 e F DRAIN DIM C l N15FI PER ELEVATION OVER )LB. BUILDING PAPER VER 51 IEA "1 - FIING PER PLAN z zu_ 16HTLINE -� I-� "CV .NORM - -10 DRAIN 0 tn <C< IF REQUIRED' 2X 5TUD5 PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T.46. PLYWOOD SUBFLOOR GLUED $ NAILED FLR. J5T5. PER PLAN P.T. SILL PLATE 4 A.B. PER 5HEAR WALL, 5GHEDULE IIIE AND /OR FOUNDATION PLAN C,-;:MIL. BLA V. B. dJ a a A Ty NO q —. - ....... VG 4" DIA. PERF. A ?�d FOUNDATION DRAIN FgMlre { arq',A. i �n 6 U ? - �c,5Q -1�c� r ev � icm Cyc �to1 c��rq��� ���� 41� FO i --W R i R _.}�, ` '��' i 1�-h�� c REEIC OOD CORRE !ON LTR C� 0t TukWiIaION VDI 2 0 1 NOW , .. z �W QQ JU UO (I)O C0 ui J = H Lo LL W } O } �J W¢ cl) n = �W z F- F- O. z F- W LLj Dp U N D I- W w. HP �O w z U= O z T - S N.QjN.EE RS,' NC IL 2 essional tnb6rs and- P a' 1 ST RUCTURAL ' -,,,,.S .:',� -CALC ULATIONS . ,t f 1 Z w L) L) 0 (/)a (D w W U) LL W 2� 9-j U- W 'r Z F- F- 0 z F- W W 5 U) 0 0 H WW U 0 z W 0 z ARM Now li Awl IL Z w L) L) 0 (/)a (D w W U) LL W 2� 9-j U- W 'r Z F- F- 0 z F- W W 5 U) 0 0 H WW U 0 z W 0 z ARM Now li Awl i Sitts & Hill Engineers, Inc Job Name 2200 Plan Professional Engineers & Planners 2901 South 40 Street Job No. 11562 Sheet No. 1 Tacoma, Washington 98409 253 -474 -9449 Fax: 253 - 474 -0153 By EAB Date 04104 INDEX BASIS OF DESIGN DESIGN LOADS LATERAL ANALYSIS GRAVITY ANALYSIS 2 3 4 -25 25 -45 z Z w U Cj ) 0 J � CO U- 0 � k LL ?. N C% z �.. zo �o U O N. 0H W W 16 O lil z UW O ~. z Sitts & Hill Engineers, Inc. Job Name 2200 Plan Professional Engineers & Planners 2901 South 40 Street Job No. 11,562 Sheet No. 2 Tacoma, Washington 98409 253 - 474 -9449 Fax: 253 - 474 -0153 By EAB Date 4/04 BASIS OF DESIGN BUILDING CODE: 1997 EDITION OF THE UNIFORM BUILDING CODE. LOADS: ROOF LIVE LOAD = 25 PSF (SNOW). ROOF DEAD LOAD = 16 PSF. FLOOR LIVE LOAD = 40 PSF (REDUCIBLE). FLOOR DEAD LOAD = 12 PSF. STAIR LIVE LOAD = 100 PSF. WIND LOAD: 80 MPH WIND SPEED, EXPOSURE B. SEISMIC ZONE 3 (Z = 0.30) FOUNDATIONS: SPREAD FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL 1'6" MINIMUM BELOW FINISHED GRADE. ALLOWABLE BEARING VALUE = 2000 PSF. CONCRETE: MINIMUM 28 DAY STRENGTH 3,000 PSI EXCEPT AS FOLLOWS: FOUNDATIONS -------------------------------------------- - - - - -- -2,500 PSI REINFORCING: BARS #5 AND LARGER: Fy = 60,000 PSI. BARS #4 AND SMALLER: Fy = 40,000 PSI. STRUCTURAL STEEL: STRUCTURAL STEEL: Fy = 36,000 PSI. BOLTS: A307 ►►••� TYPE JOISTS 2X4--------------------------------------------------------------------------------------------------- - -H.F. #2 2X6 OR LARGER ------------------------------------------------------------------------------------ H.F. #2 BEAMS WIDTH 4" OR LESS ---------------------------------------------------------- --------------------- D. F. #2 WIDTH GREATER THAN --------------------------------------------------------------------------------------------- - -D.F. #2 LEDGERS AND TOPPLATES -------------------------------------------------------------------------------------- - -H.F. #2 STUDS 2X4 ---------------------------------------------------------------------------------------------------- H. F. #2 2 X 6 OR LARGER ---------------------------------------------------------------------------------- H.F. #2 POSTS 4X4 ---------------------------------------------------------------------------------------------------- D.F. #2 4 X 6 OR LARGER ---------------------------------------------------------------------------------- D.F. #2 6 X 6 OR LARGER ---------------------------------------------------------------------------------- D.F. #2 GLUED - LAMINATED BEAMS (GLULAM): Fb = 2,400 PSI, Fv = 190 PSI, Fc (PERPENDICULAR) = 650 PSI, E = 1,800,000 PSI. ENGINEERED WOOD BEAMS (PARALLAM PSL): Fb = 2,900 PSI, Fv = 290 PSI, Fc (PERPENDICULAR) = 650 PSI, E = 2,000,000 PSI. z ; F z �w 00 J � CO LL W 0. U. N� = �w Z H I-- 0 Uj Z I— �5 U� ON O F— =U 0 W Z co 1= � O z Sitts & Hill Engineers, Inc. Job Name. 2200 Plan Professional Engineers 2901 South 40 Street Job No. 11,562 Sheet No. 3 Tacoma, Washington 98409 253 - 474 -9449 Fax: 253- 474 -0153 By EAB Date. 4104 DESIGN LOADS ROOF DEAD LOADS: ROOF 6.5 PSF INSULATION 2.0 SHEATHING 1.5 FRAMING 2.5 R, BEAMS 1.5 MISC. MECH., & LGTN. 2.0 u ----------------------- -- 16 PSF TOTAL DEAD LOAD ROOF LIVE LOAD: I 25 PSF (SNOW) FLOOR DEAD LOADS: FLR. COVER 1 PSF INSULATION 1.0 SHEATHING 3.0 FRAMING 3.0 1 BEAMS i 2.0 j MISC. MECH., & LGTN. 2.0 12 PSF TOTAL DEAD LOAD FLOOR LIVE LOAD: 40 PSF (REDUCIBLE) PREFABRICATED WOOD TRUSSES AND FLOOR JOISTS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON z JU 0 NO co w J = H S2 U. w O}}. J. U. Q co)CY CY F— _ Z �. I— O Z I— W U� 0 F— 3: H� U. O iii Z U= OH. Z S1TTS & HILL ENGINEERS INC 11562.mcd 2901 SO. 40th St., Tacoma, WA 98409 -5697 PROJECT: 2200 PLAN 4/28/2004 j Teleph 6e (253) 474 -9449 design Binh Tran Fax (253) 474 -0153 chk Ed Brown LATERAL ANALYSIS: BASED ON 1997 UNIFORM BUILDING CODE AS AMENDED BY LOCAL JURISDICTION. SEISMIC LOADS BASED ON UBC CHAPTER 16, SECTION 1630.2 SEISMIC ZONE: 3 Z:= .3 TABLE 16 -1 I := 1.0 TABLE 16 -K C := 0.36 TABLE 16 -Q C,:= 0.54 TABLE 16 -R R:= 5.5 TABLE 16 -N W BUILDING /STRUCTURE WEIGHT Equation 30 -6 V:= 0 W V = 0.04 W 2 Equation 30 -5 V:= W R V = 0.164 W Minimum Governs by inspection. Acceleration controls seismic design of short structures. Conservatively, assume a redundancy factor of: p := 1.4 Working Strength Level then becomes: E:= VV —p W 1.4 E = 0.16 W (vertical component of earthquake ground motion taken as 0 for allowable stress design) Lateral forces will be distributed along lines of force /resistance. Lines of force /resistance will be investigated for both wind and seismic lateral loads. 1 2200 PLAN z W. � D 00 U) o J � NU- 0 U. = d. f.. w Z �O ! E R Uj 5 U� ON O F— ww U U- 0 •z w U =, z f I SI'T1'S & HILL ENGINEERS INC. . , 2901 SO, 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown WIND USE METHOD 2 - PROJECTED AREA METHOD PER UBC SECTION 1621.3 STRUCTURE LESS THAN 200 FEET IN HEIGHT. P = Ce Cq qs Iw WHERE: WIND EXPOSURE = B 80 mph WIND SPEED Ce = COMBINED HEIGHT AND GUST FACTOR COEFFICIENT (TABLE 16 -G) Cq = PRESSURE COEFFICIENT (TABLE 16 -H) qs = WIND STAGNATION PRESSURE BASED ON WIND SPEED (TABLE 16 -F) Iw = IMPORTANCE FACTOR (TABLE 16 -K) Exposure B, 80 mph WIND SPEED Height Above Ce Ground (ft.) — qs := 16.4• l b Iw := 1.0 Cq := 1.3 ft Wind Pressure (psf) 0'to 15' Cel5 := .62 P1 := gs•Iw•Cq.Cel5 P1 =1 3.2 lb ft' 15' to 20' Ce20 :_ .67 P2:= gs•Iw•Cq•Ce20 P2 = 14.3 lb ft z 20' to 25' Ce25 :_ .72 P3:= gs•Iw•Cq•Ce25 P3 = 15.4 lb ft 25' to 30' Ce30 := .76 P4:= gs.Iw•Cq•Ce30 P4 = 16.2 lb ft "2 30 to 40' Ce40 :_ .84 P5:= gs•Iw•Cq•Ce40' P5 = 17.9 lb ft' WIND SHEAR AT ROOF DIAPHRAGM: W P2.11.5•ft W2 = 164.3lbft�1 WIND SHEAR AT 2nd FLOOR DIAPHRAGM: W := W + P1.8.5•ft W = 276.6lbft- 5 2200 PLAN Z Z � JU UO to D C0 U) LL w u— cl) a �w Z I— t– O Z H w w U� � N_. I— WW H u- O .Z W Z ME 1X6 TRIM ABOVE uvN0ouJ5 (Typj IX4 SIDE TR:M (r Ix4AX3 CORNER 2X3 BEVEL OvER tx4 TRIM 5114•XB• TRIM 114 x 0 LIGHT BLOC FRONT ELEVATION 'A' 12 COMPOSITION ROOFING �lB•i74• GE. VEN 5 BARGE wl 1.7 TRIM FL, e. * �� ✓'� hr.� 9 �' `� f ewe....., 5EVEL 5100,* 6' OVERWAW Ulf IX& FASCIA METAL GUTTER .1 1.6 FASCIA F - Fr 9 16 OPT. D OOR OPT. OPT, II > RIGHT ELEVATION 'Al UPPER FLOOR MAIN FL. M. tX4AX3 TF MAN FLOOR NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. E. FOR FL. e. FLOOR .. E. 17 br COPIPOSITION ROOFING METAL GUTTER C/ Ixb FASCIA X X X BEVEL 51ONG / \ E E T %�. REAR ELEVATION 'A' /4 :: : ,._ 0 :: I7 6r 5/4'xb' BARGE xJ 1x7 TRM Ib'xJ4' Gl:. VENT \ / \/ /\ BEVEL 51P NG I .00R lit r` YtETAL GUTTER o /Ixb FASCIA 17 "-_ 31111111111 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR IHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. UPPER Fl- R. BEVEL-- SIONG 5/4'X&"TF UPPER FL OOR MAN F L. e- 5/4 TRIM X a' TB MAN FLOOR -Kll b�< 5/Aoxb" 54J;2GE CO -" 1X2 781M MTAL GUTTER 5/4'X9* TRIM V/ 1.6 FA5r-IA --\ r ==POSITION ROOFWG KEYSTONE IX6 TRIM AEMDVE WINDOWS (TYPJ tX4 SIDE TRIM fTYPJ LIC4/W3 CORNER TRIM 7X3 BEVEL OVER IX4 TRIM t 1 06 - W - 45L - O - CK r2 / 1 1 0 On Mot ME no MW ism UU.N. mialm" m m 'mW almlo" 0 m FRONT ELEVATION 'B' 0" 1 R( F=l F=VATInKI IRI {��I ��V � fF� n1 fi � NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY 0, F THE DOCUMENT. �l • t7 br -- COMP051TION P00FWG METAL GUTTER e. W b.b FA9CIA E J X X 17 <)R 6 R BEVEL 5101W, � E 1B I R REAR ELEVATION 'B' NOTICE: IF THE DOCUMENT IN THIS QU ALITY OF THE DOC UMENT., ' TO THE THIS NOTICE IT IS DUE Q UFF-ERR P_ Ott._ .at��ttrrr \- I��f�rfii��f�. - - iiftrli�rr♦iftff - ■■ 1■. ■■ �■ I ; m m W.1 ,■■ ■■ ■■ 1 I.■■ ■■ ■■■■ ,. Son INN -I MA M ■■■■ FRONT ELEVATION 'A 1 "_ - oF7*Ex R. It. la ira,b iii. mill R;� .■ O■ .q ■■ ��■ i .■ ' ■■ �■ .. i - um I■ ■ ■ ■win ■■ ■; FRONT ELEVATION 'B 1 " =1 '_ 0 " NOTICE: IF THE DOCUMENT IN THIS FRAME I N THIS NOTICE IT IS DUE TO THE QUALITY O F THE DOCUMENT. f: oF7*Ex R. It. la ira,b iii. mill R;� .■ O■ .q ■■ ��■ i .■ ' ■■ �■ .. i - um I■ ■ ■ ■win ■■ ■; FRONT ELEVATION 'B 1 " =1 '_ 0 " NOTICE: IF THE DOCUMENT IN THIS FRAME I N THIS NOTICE IT IS DUE TO THE QUALITY O F THE DOCUMENT. FIGHT ELEVATION 'A' FIGHT ELEVATION 'B' :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS DOCUMENT, AR -THAN THIS NOTICE IT IS DUE TO THE QUALITY _ i i i N� J -- 401.0^ lZ J� I ff - 1 --� I t -1 l.UE n 9 N � I m I N � Q m I O ry Y ry ( I o I I i z Z �W 2 D J U' UO ND CO w J � Cl) U 0 J LL N d �W Z H ZO W W U� ON D F- WW L1 O LF I Z U= O F_ z UPPER FLOOR PLAN 114"-1'-0" SITTS & HILL ENGINEERS INC. ' 290180. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax(253)474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown Upper Floor Walls Upper Floor Wall Line AA: Distance between Lines of Resistance: L2:= 28-ft W 2 = 164.3 lb ft t Total Wall Length: Laa:= (4 + 7.5 + 9 + 3)•ft Plate Height: H W := 8-ft W 2 -L2-.5 Wind Shear vaa:= I Shear. Wall Type P1 -6 Laa vaa = 97.9 lb ft- 10d nails;@ 6" O.C. . Capacity= 278 PLF Seismic Tributary Weiqht: Roof := 16•psf•40•ft• 28 -ft Roof = 8960 lb 2 Wall := 10•psf•40•ft•5•ft Wall = 2000 lb W:= Roof + Wall W = 10960 lb Seismic Force: Eaa := V W Eaa = 76.3lbft -1 Wind Controls Design Laa Check wall section: laa:= 3 -ft Overturning Moment: OTM := vaa•laa•H OTM = 2348.7lbft Dead load resisting: Roof := 16•psf• 13•ft•laa' Roof = 624 lb Wall := 10•psf•Hw laa Wall = 240 lb Total := Roof + Wall Total = 864 lb Resisting Moment: DLR := Total. laa DLR = 1296 lb ft 2 Net Uplift: U:= OTM — DLR U = 350.91b No Holdown. laa M 2200 PLAN 13 Z = Z t 2 JU U O wW Cf)W WO J LL CO) = W tr ZF H O Z F— W D0 O co. O F-- WW H H LL O .. Z W U= O Z SITTS & HILL ENGINEERS INC. '2901 9C. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown Upper Floor Wall Line BB: Distance between Lines of Resistance: L2:= 29. ft W = 164.3 lbf { Total Wall Length: Lbb := 13.5-ft Plate Height: H,:= 8-ft Wind Shear vbb :_ W2-L2-.5 .t ShearWall Type 131 -6 Lbb vbb = 170.41b ft 10d n'aifs @ 6" O.C. Capacity;= 278 PLF Seismic Tributary Weiqht: Roof := 16•psf•40•ft. 2 -ft Roof = 8960 lb Wall := 10•psf•40•ft•5•ft Wall = 2000 lb W:= Roof + Wall W = 10960 lb Seismic Force Ebb ;= V W E = 132.8 lb ft Wind Controls Design Lbb Check wall section: lbb := 13.5-ft Overturning Moment: OTM := vbb•lbb•H OTM = 18398.3 lb ft Dead load resisting: Roof := 16•psf•13•ft•lbb Roof = 2808 lb Wall := 10•psf•Hw lbb Wall = 1080 lb Total := Roof + Wall Total = 38881b Resisting Moment: DLR := Total. lbb DLR = 26244 lb ft 2 Net Uplift: U OTM — DLR U=-581.21b No Holdown. lbb 14 2200 PLAN Z Imo. '~ w �2 D U O N w =' CO U- 0 J j. a =W ? 1— I— O W H. W U ON O 1— WW 2 U �. Z Lif Cl) U= O Z SITTS & HILL ENGINEERS INC. 2901 90. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax(253)474 -0153 11562.mcd PROJECT: 2200 PLAN 4/28/2004 design Binh Tran chk Ed Brown Upper Floor Wall Line CC: Distance between Lines of Resistance: Ll := 40-ft W = 164.3 lb ft t Total Wall Length: Lcc :_ (5.5 + 17)•ft Plate Height: H", := 8-ft Wind Shear vcc := W2-L1•.5 _I Shear Wall Type. P1 -6 Lcc vcc = 1461b ft 10d nails:@ 6'.' O.C. Capacity-,= 278 PLF Seismic Tributary Weight: Roof := 16•psf•28•ft• ft Roof = 89601b 2 Wall := 10•psf•28•ft•5•ft Wall= 1400 lb W:= Roof + Wall W = 10360 lb Seismic Force: E := V W E = 75.3 lb ft Wind Controls Design Lcc Check wall section: lcc = 5.5 -ft Overturning Moment: OTM := vcc•lcc•H OTM = 6424.8 lb ft Dead load resisting: Roof := 16•psf•2•ft•lcc Roof = 176 lb Wall := 10•psf•Hw lcc Wall = 440 lb Total := Roof + Wall Total = 616 lb Resisting Moment: DLR := Total. ]CC DLR = 1694 lb ft ra Net Uplift: U:= OTM — DLR U = 860.11 1 b No Holdown. lcc )5 2200 PLAN Z ~ W !Y � D U CO 0 w =' J H; CO U 0 7 U-Q to D = F.. W Z H ZO 2 5 D0 ON WW U- O Z CO) F- FZ- Z i i • SITTS & HILL ENGINEERS INC. 290180. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 11562.mcd PROJECT: 2200 PLAN 4/28/2004 design Binh Tran chk Ed Brown Upper Floor Wall Line DD: Revised 4 -27 -04 Distance between Lines of Resistance: L1 := 40-ft W = 164.3lbft t Total Wall Length: Ldd:= 15•ft+ 3-ft Plate Height: H,:= 8-ft Wind Shear vdd := W2•L1•.5 t Shear Wall Type P1 -6 Ldd vdd = 182.5 lb ft' 10d nails @ 6" O.C. Capacity = 278 plf Seismic Tributary Weiqht: Roof := 16•psf•28•ft• 20 . ft Roof = 8960 lb Wall := 10•psf•28•ft•5•ft Wall = 1400 lb W:= Roof + Wall W = 10360 lb Seismic Force Edd V W E = 94.2lbft - � Wind Controls Design Ldd Check wall section: Idd := 15• ft Overturning Moment: 0TM := vdd•Idd•H OTM = 21902.7 lb ft Dead load resisting: Roof := 16•psf•6• ft. ldd Roof = 14401b Wall := 10•psf•H, Idd Wall = 12001b Total := Roof + Wall Total = 2640 lb Resisting Moment: DLR := Total. id d DLR = 19800 lb ft 2 Net Uplift: U:= OTM —DLR U = 140.2 lb Neglect for wall returns and beam Idd reactions. /16 2200 PLAN Z Q� '~ W � 0 UO J � Cl) L WO J L. j N FW Z H F- O Z I-- 2 5. U O CO WW u- O W U= O Z r I I ,�o r 127(10' CON— PATIO .� . p } I I 1 t 6'.1• 10•.10" g'.5• 1 '. S• 5 . •6 . ,A 1.1/7 RISER (MAX) 76 "X76' �. LANDING S 12 ' ® 0 ® ° OX 1 5 1 WB 5 °7• Xp 6 b OX TSG 5 5 XO IMI —� p i� I I 67oSt I 6 -- GRS1 I n1 KITCHEN DBL 7X6 „ �5 "� NOOK GREAT RM. GARAGE • O 4'•0" I W.S. CARPET 9 '0•CLR' DIRECT VENT O ± m I y GAS FIREPLACE I • III I ` I 3'•31/1• 5' -5117" - -0" 5'•81/1' '- 4`•4' S' -3" 3'•6" 9' -5 112" �N404 I I 24' TB -2 LAYERS 095 0 , I � W/7/4" PLY. DECK .n — F 3O N 4X10 (2)7x6 L (712.4 -- --- (712x4 _ .. •:'' ......•..:.r C • 2X6 1 I 9 _ .. C �(2) 1 if1 I E 2X6 �p WALL 7' C C 7� LND 2 r FAN W.S. N5. VINYL m e+ W.NF. HATCH DNII,*lLIVING OPENING NEK+Ni '>11 O 2 . _ r Og 1r O 51 "^"'• ` 1 UASN9f�IDRYER i GA Lrt I 1 vT.0$ o S DINING II 5D _� I t�'= l J C =c_: p WM14 I1 O Bw 2 1 g CARPET I I —.' _ _ _ F 3�OPT. II — a' r '^ II a a'• 1 � II I I R DRYWALL (5) 7x6 F 3 112" 3 IR'X9' I' -10" — i' , (5) 2x4 tW ONE TOP n PLATE FLR 4 V, --- H --- --- ------ - -- - -- ___ LINE OF LOOR ABOVE _ ( 312.4 _ — (312x4 ' LINE CF FLOOR ABOVE (3 )2xd Z :• 2 CAR GARAGE a w as I1 C 00 4• CONC. SLAB - SLOPE 3" y TOWARDS O.W. DOORS W.S. I L IvING 9 ml C 9 .0 INS ALL /5• TYPE 7c' GLL9 CARPET 'A x 11 FOYER SI N .s. y 3)7x AT 24oc FRMG LINE OF WA L A WS. 7 e ___ '� O 16 ° 1 ° ON GAR OR i C I 1 0 l_S�P C9 (7)7x4 -r• 1 I EL.'B' I (3) 7X4 ^ b °5 ' XO I () 7X4 r 4.0 OF-2 NB 3'•5• Bl5 Ib' -3' IRS 12*-A 112• 7' -5' I'•II• 6'•3" W.I. 1' -10 IR' I'• 10 IR" 17'•0' B'•0' 70'•0' 70'•0' 40'•0' 9 N AREA SUMMARY: MAIN FLOOR 1155 W. FT, UPPER FLOOR 1043 M FT, MAIN FLOOR PLAN TOTAL 2155 50. FT. GARAGE • 445 50. FT. I /4 ".Ir_0�r � t 4. 13 SEE 51MAFMIALL LEGEND. SWEET '51' SEE STRAP 2 , • © , ! LEGEND. SWEET '61' N L 2 N 0 �•• 3 1 I 1 S � t 1 :n 1 I I D -2 LAYERS 095 0 , I � W/7/4" PLY. DECK .n 1 0 f I 1 -- --- I I y 1 1 1 I 9 1 if1 I :CNC. STOOP 1 V/ OPT. DOOR i 1 1 Q S I � I 1 I 1 C 1 1 � I ; 1 _9 I ° I n —POLER htE ER I I 1 OPT. 3RD CAR —, 1 �� S�r.l . }. � li'�t.'L iTsb: kl'v..••+i..1:' . Ji.:lO�..in: +'1�.:�ki��.lL '1xL+4r .• :ud�....� -:. air..i.. L+. �1y L'r'!. •ti.' 'M- iWiui' • r+.a....a.0 Z Z Z 1L C JU u CO) J H S2 W WO 9� u. Q N ry i V W . Z 0 LU W U 0 F- .W W LL - Z W U= O F"' Z 5'•b" 3 CAR GARAGE 26 F'O LER• 4' CONC. SLAB - SLOPE J' e9 METER TOWARDS O.N. DOORS n INSTALL 510' TYPE 'k' GUA-- - --p(f ---- - - - - -� ON CLG. WALLS, AND BEAM 1 I 2 LAYERS AT 24'oc FRM I - I 1 I 1 { 1 I 1 I 1 1 I 1 I I I I I 1 I I 1 j f3Rx 1 I I I 1 1 fxR DF'1 1 I li 1 I 1 1 16'•3 8'•3" 1'•10112" 1'- 10112' 101!1" 10 20'•0' W.C. 10'•0• MAIN FLOOR PLAN 114 I' -0" SEE MAIN FLOOR SHEET 3 FOR ADDITIONAL DETAILS O 0 Y AREA SUMMARY: MAIN FLOOR 1155 50. FT. UPPER FLOOR . 1043 $ 0. FT. TOTAL 2190 W. FT. GARAGE . l00 50. FT. Z W C �U U O: WLLI N LL. c WO G 9 J U. D F- W Z Z W Q G 5 UC3 O -1 C3 H w W 2 H U. tL O Z = U O ff. Z 5p STOX 5 ° 5 ° IXO NOTE OPT. 2010 IUINDCWS V NOT ALLOUF_D WITH 7 CAR C ARARE GREAT RM. CARPET t • 0 in SEE HAM FLOOR PLAN FOR NOTES i s: tU � f2Rxf (2)2x4 SINK Q� r _� - Ir - - - r 2 ' lR t r SN,gI DRIER ' AS v.105. - - - - - -- 0 I ------------ CCNG STOOP W OPT. DOOR , SCSC UYN � Ir I• 'l - -- "S12 -& I bxb P05T SU LINE CF LOOR dt30vE � WW S � µJC417 19' -4" 61A -ANGER 10' -0. Y ry 3 CAR GARAGE 26 F'O LER• 4' CONC. SLAB - SLOPE J' e9 METER TOWARDS O.N. DOORS n INSTALL 510' TYPE 'k' GUA-- - --p(f ---- - - - - -� ON CLG. WALLS, AND BEAM 1 I 2 LAYERS AT 24'oc FRM I - I 1 I 1 { 1 I 1 I 1 1 I 1 I I I I I 1 I I 1 j f3Rx 1 I I I 1 1 fxR DF'1 1 I li 1 I 1 1 16'•3 8'•3" 1'•10112" 1'- 10112' 101!1" 10 20'•0' W.C. 10'•0• MAIN FLOOR PLAN 114 I' -0" SEE MAIN FLOOR SHEET 3 FOR ADDITIONAL DETAILS O 0 Y AREA SUMMARY: MAIN FLOOR 1155 50. FT. UPPER FLOOR . 1043 $ 0. FT. TOTAL 2190 W. FT. GARAGE . l00 50. FT. Z W C �U U O: WLLI N LL. c WO G 9 J U. D F- W Z Z W Q G 5 UC3 O -1 C3 H w W 2 H U. tL O Z = U O ff. Z 10 SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 i Telephone (253) 474 -9449 Fax(253)474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown La Check wall section: ]a:= 7.5 -ft Overturning Moment: OTM := va•la-H OTM = 18672.3 lb ft Dead load resisting: Roof := 16 -psf• 13•ft-la Roof = 1560 lb Wall := 10- psf•Hw 2 -la Wall = 13501b Floor:= 12•psf•6.5 -ft•la Floor 585 lb Total := Roof + Wall + Floor Total = 3495 ]b Seismic Force: E,:= E = 265.1 lb ft -1 Wind Controls Design Seismic Tributary Weiqht: Roof := 16- psf•40•ft• 2 -ft Roof = 6400 lb Wall := 10- psf•40•ft- 12.5•ft Wall = 5000 lb Floor:= 12•psf•40•ft -?0 . ft Floor = 4800 lb 2 W:= Roof + Wall + Floor W = 16200 lb V• W Main Floor Walls Revised 4 -27 -04 Main Floor Wall Line A: Distance between Lines of Resistance: L1 := 20- ft Wt = 276.6lb ft I Total Wall Length: La := (5 + 5)-ft Plate Height: H 9• ft W Wind Shear va := va = 276.6lb ft t Shear Wall Type P1 -4 La 10d nails @ 4 O.C. Capacity = 418 PLF Resisting Moment: Net Uplift: DLR := Total. la 2 OTM - DLR U .= la DLR = 13106.3 lb ft U = 742.1 lb Simpson Holdown. STHD10RJ 2200 PLAN Z H '~ w a � J U. UO U) J <- N U- W U.Q ND = F-- W Z� I— O Z F- 2 5 U O� W . O it! Z U= O F.. Z SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474.9449 Fax (253) 474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown Main Floor Wall Line B: Distance between Lines of Resistance: L1 := 20. ft L2:= 22- ft W = 276.6lbft Total Wall Length: Lb:= 11-ft Plate Height: W Wind Shear vb :_ l -(LI + L2)•.5 Lb Seismic Tributary Weight: Roof := 16•psf•40•ft 22+20 2 -ft Wall : = 10•psf•40•ft•12.5•ft 22 +20 Floor:= 12•psf•40•ft• ft 2 W:= Roof + Wall + Floor vb = 528.1 lb f -1 Seismic Force: E := V W Eb = 424.3 lb ft Lb Check wall section: lb := 11 -ft Overturning Moment: Dead load resisting: OTM := vb•lb•H, Roof := 16•psf• 13•ft•lb Wall:= 10•psf•H Floor:= 12•psf•6•ft•lb Total := Roof + Wall + Floor lb H := 9-ft Shear Wall Type P1 -3 10d nails @ 3" 0. C. Capacity = 545 PLF Roof = 1560 lb Wall = 5000 lb Floor = 10080 lb W = 28520 lb Wind Controls Design OTM = 52282.5 lb ft Roof = 2288 lb Wall= 1980 lb Floor = 792 lb Total = 5060 lb Resisting Moment: DLR := Total. — DLR = 27830 lb ft 2 Net Uplift: U:= OTM – DLR U = 2223 lb Simpson Holdown. lb STHD14RJ. V ; I 1 z �Z '~ W tY 2 WD JU UO CO) 0 LU H �U- WO LLQ N :3 = W Z 1— F— O ZR W U O- D I-- WW �U 4:0 u+ Z U= OH z at SITTS & HILL ENGINEERS INC. 2901 SCE. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown Main Floor Wall Line C: Distance between Lines of Resistance: L1 := 404 Total Wall Length: Lc := (6 + 17) -ft W�•L1•.5 Wind Shear vc Lc Seismic Tributary Weight: Roof := 16•psf•40•ft- 40 -ft 2 Wall := 10•psf- 40•ft- 12.5 -ft Floor:= 12•psf•40 -ft• 40 • ft 2 W:= Roof + Wall + Floor Wt = 276.6 lb ft' I Plate Height: H,,,:= 9-ft vc = 240.Slbfi Shear.Wall Type P1 -6 —'OA' .. N 911 O C Seismic Force: E := V W E = 194.9 lb ff Lc Check wall section: lc:= 15-ft naffs @ Capacity = 278 PLF 1. Roof = 12800 lb Wall = 5000 lb Floor = 9600 lb W = 27400 lb Wind Controls Design Overturning Moment: OTM := vc•lc•H,,, OTM = 32473.6lbft Dead load resisting: Roof := 16•psf- 2 -ft•1c Roof = 480 lb Wall := 10- psf -Hw 2•]c Wall = 2700 lb Floor:= 12- psf- 1.33•ft-Ic Floor = 239.4lb Total := Roof + Wall + Floor Total = 3419.4 lb Resisting Moment: DLR := Total. lc DLR = 25645.5 lbft 2 Net Uplift:. U:= OTM —DLR U = 455.2 lb No Holdown. lc Revised 4 -27 -04 21 2200 PLAN Z �W Q � JU UO W� C0 W W O }}. �J U. Q W ' Z H I— O W D C3 U O N, WW �- O --z W U =, O Z SITTS & HILL ENGINEERS INC 11562.mcd 2901 SC. 40th St., Tacoma, WA 98409 -5697 PROJECT: 2200 PLAN 4/28/2004 Telephone (253) 474 -9449 design Binh Tran Fax (253) 474.0153 chk Ed Brown Main Floor Wall Line D: Distance between Lines of Resistance: L1 := 40-ft L3:= 10-ft Total Wall Length: Ld := (8 + 4 + 4) -ft Wind Shear vd :_ W -(L1 + L3)..5 Ld Seismic Tributary Weight: W = 276.6 lb ft I Plate Height: H := 9-ft vd = 432.2 lb ft Shear-Wall Type.P1 -3 10d;nails @ 3" O.C. Capacity = 545 PLF 40+ 10 Roof := 16•psf -42•ft• 2 ft Roof = 16800 lb Wall := 10•psf•42- ft•12.5•ft Wall = 52501b Floor:= 12- psf•42-ft• 40+ 10 2 ft Floor = 12600 lb W:= Roof + Wall + Floor W = 34650 lb Seismic Force: Ed := V W Ed = 354.4lb ft Ld Check wall section: Id := 4-ft I Wind Controls Design Overturning Moment: OTM := vd -ld•H OTM = 15560.3lbft Dead load resisting: Roof := 16•psf•2•ft•ld Roof = 128 lb Wall := 10•psf -H 2•]d Wall = 720 lb Floor:= 12 -psf• 1.33 -ft•ld Floor = 63.8 lb Total := Roof + Wall + Floor Total = 911.8 lb Resisting Moment: DLR := Total. Id DLR = 1823.7lbft 2 Net Uplift: U:= OTM — DLR U = 3434.1 lb Simpson Holdown. Id STHD14RJ. 2200 PLAN I. Z W tY 2 �U 0 Cl) 0 wi r` cn LL. WO L L cl) F- W Z H WO Uj �p U O N WW H LL O w U CO) O Z SITTS & HILL ENGINEERS INC. 2901 30' 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax(253)474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown Main Floor Wall Line E: Distance between Lines of Resistance: L3:= 10-ft Total Wall Length: Le := 25-ft Wind Shear W I-L3•.5 ve:= Le Seismic Tributary Weight: Roof := 16•psf•25•ft• 2 Wall:= 10•psf•25•ft•5•ft W = 276.6lbf -I Plate Height: H 9-ft ve = 55.3 lb ft 1 Roof = 2000 lb Wall= 1250 lb Shear Wall 7ype P1 -6 10d nails @ 6" 0. C. Capacity = 278 plf W:= Roof + Wall W = 3250 lb Seismic Force: E := V- W E, = 21.3 lb ft t Wind Controls Design Le Check wall section: le := 25-ft Overturning Moment: OTM := ve•le•H Dead load resisting: Roof := 16•psf•2•ft•le Wall := 10•psf•H le Total := Roof + Wall Resisting Moment: DLR := Total. le 2 Net Uplift: U:= OTM —DLR . le OTM = 12448.2 lb ft Roof = 800 lb Wall = 2250 lb Total = 3050 lb DLR = 38125 lb ft U = — 1027.1 lb No Holdown. > 2200 PLAN . 1.. .1.. a.S:: vS :.:.i..i+�..e u1.1...L.w..a>,e Sr..:« i+: rw' ul:.+ :.4w`+l..i.:�:�c:'.f.•+..i•w... wsL.i +..i..w..l'.:l,wu....w. a........, Z Z: � W u� = J U. 00 to W= J I- N LL WO La U� = �W Z F— O Z I— �j Cy O Cl) W Lu, H FF- tL O itl Z U CO) O E- Z i . SITTS & HILL ENGINEERS INC. ' 2901 SCl. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 j Fax(253)474 -0153 PROJECT:. PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown Main Floor Wall Line F: Distance between Lines of Resistance: L2:= 22-ft Total Wall Length: Lf := (3 + 4). ft Wt-L2•.5 Wind Shear of:_ Lf Seismic Tributary Weiqht: Roof := 16•psf•20•ft• 22 -ft 2 Wall:= 10•psf- 20•ft -5-ft W:= Roof + Wall W i = 276.6 lb ft I Plate Height: H,,,:= 9 -ft t Shear Wall Type P1 -3 of = 434.71b ft 10d nails @ 3" O.C. Capacity: = 545 plf . Roof = 35201b Wall = 10001b W = 4520 lb Seismic Force: E f := V W Ef = 105.71b f{ Lf Check wall section: if := 3-ft Overturning Moment: OTM := of -lf•H Dead load resisting: Roof := 16•psf•9 ft•lf Wall := 10•psf -H,,; If Total := Roof + Wall if Wind Controls Design OTM = 11736.9 lb ft Roof = 432 lb Wall = 270 lb Total = 702 lb Resisting Moment: DLR := Total.— DLR = 1053 lb ft 2 Net Uplift: U:= OTM —DLR U = 3561.3 lb Simpson Holdown. if STHD14RJ. Z1 + 2200 PLAN Z 1— Z cr_ W Q 2 JU UO CO) CO) W J H N LL WO J LL Q. ND = W ' Z3: ZO LU W U O � WW LJLO Z CO) H O~ Z •lIl.L SQEN VENT E5Q0 E3 OR EQUAL 'FLAT SOFFIT LINE F=R,4MINn PLAN 'B' FLOOR PLANS FOR BEAM /MDR 51ZE5 v S m i i i i Z H '~ W D JU UO N J � N LL W 0 J U. Q N _ d W Z H 1- O Z I - 25 U� ON O h- W W. H� Z Cl) O Z ROOF FRAMING PLAN 115" 1/4 "=►' -D° SEE FLOOR PLANS FOR BEAM /NDR SIZES 2� ,,..w :i+.» r . 5 . , < , :t is.w.d n n�l,.a. w.,v, ;.v�A«ir -u, y:s.,. :..�.�.:�.... ..r�..,i.«»d. . n x. .�,a� t.o. ei.. �., c .:a- wwc..:..,4NUw...wa.:.. �.a✓r'� PYl:»U:�:xi z �Z ~ W JU UO U J H C0 LL WO LL N = W Z F.. F- O z F- W U� O N D I-- WW H � LL .z w Cl) O Z ' � r :EEN E322 2 7AFTERS 0 MIC ACCESS TO 1 P'IINIMJM 30• CLEAR X1 ABOVE. .�.: � .,N, irk:%.'. w: a. a.. �• : 3: u.',. �.++ �:: Str'' l.. aaa'. �il�c 'i..::+,�iti +•• %s�itiy:Wo...LLcL: .,.Ssriui.e Ln,.i�s'r�si,4e,� .r J.u,.:+ .....w..�,,a.+.w:..x,..�,v. Z ~ Z D JU UO N �qx DLL WO 6 J LL Q N_ D Z o F- W Z H F- O Z 1- LLI M5 U ON � H Ww u. O ui Z U= O Z ROOF FRAMING PLAN IAI 1 � t b W J' �I � ROOF Ff AMINQ FLAN " A " 1/411* 1• -0'1 SEE FLOOR PLANS FOR BEAM /NDR SITES ATTIC VENTILATIC Z�l Z S J- Z �ww Q 2 JU UO N o J cl) LL W O J LL Q cl) i F .. W z 1--o z r'- w U� O -. D I-- W w H� �O Z. W U= O z SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 i Telephone (253) 474 -9449 i Fax(253)474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown Roof Framing Plan "A + B ". 1. DOUG FIR No. 2 4X8 Roof Header NDS Table 4A C := 1.1 b := 3.50 Fb := 900-CD d := 7.25 Fb = 1035 A:= b d A = 25.4 2 b6d F,:= 95- CD S.— S = 30.7 F = 109.2 b d 12 Span := 6 Tw := 6 Uld := 41 •Tw Uld = 246 Uld. Span 2 Mmax•12 Mmax := Mm ax = 1107 fb := fb = 433.2 O.K. 8 S Span d 1.5-Uld. _ . 2 12) f .= f„ = 34.8. O.K. A 2. DOUG FIR No. 2 4X10 Porch Beam. NDS Table 4A C := 1.15 b := 3.50 Fb := 900-CD d := 9.25 Fb = 1035 A:= b d A = 32.4 2 • b6d F := 95 -CD S:= S = 49.9 F = 109.2 b d3 I := I = 230.8 12 Span := 5 Tw := 8 Uld := 41 •Tw Uld = 328 Mmax ;= Uld Mmax = 1025 fb := Mmaax• 12 fb = 246.4 O.K. 8pan2 Span d 1.5 Uld• _ ) 2 12 f f =26.3 O.K. A Z '~ iz. o Q : 2 JU UO J H U) U.. WO u.? N = W ` ZH ZO W U 0 to_ H WW H �O .. Z N O Z 2 2200 PLAN SITTS & HILL ENGINEERS INC. k 2901 S& 40th St., Tacoma, WA 98409 -5697 ! Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown 3. DOUG FIR No. 2 4X10 Roof Header NDS Table 4A C := 1.15 b := 3.50 F := 900-CD d:= 9.25 Fb = 1035 A:= b•d A = 32.4 2 bfi F,:= 95•CD S:= S = 49.9 F„ =109.2 bd 3 I:= I = 230.8 12 Span := 3 Tw := 4 Uld := 41 •Tw Uld = 164 Uld•Span Mmax := Mm ax = 184.5 Mmax• 12 f := f = 44.4 O.K. 8 S Span d 1.5-Uld. _ f,, .= 2 12� f, = 5.5 O.K. A 4. DOUG FIR No. 2 4X12 garage Header NDS Table 4A C := 1.15 b := 3.50 F := 900-CD d:= 11.25 F 1035 A:= b d A =39.4 2 b6 F := 95- CD S.— S = 73.8 F = 109.2 b d3 I := I = 415.3 12 Span := 16 Tw := 3 Uld := 41 •Tw Uld = 123 Uld•Span Mrnax := Mmax = 3936 8 Amax == Span* 12 12 Amax = 0.8 I 5•Uld•Span4.1728 I req = 126 req — 384.1800000•Amax A := 5•Uld•Span A = 0.2 384.1800000•I Mmax• 12 f := f = 639.8 S 1.5-Uld. Span _ d f _ 2 12 °• A I3 f =33.1 O.K. z W O 3 UO Co 0 co W �_ i~ CO LL w �J u.. Q co + �W Z = F— zO LLI W U� O co 3 i-- WW H H -O .z W U= O z M I SITTS & HILL ENGINEERS INC. 2901's6. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax(253)474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown 5. DOUG FIR No. 2 4X8 Roof Header NDS Table 4A C := 1.15 b := 3.50 Fb := 900-CE) d := 7.25 Fb = 1035 A:= b.d A = 25.4 2 b� F,:= 95- CD S.- S = 30.7 F, =109.2 bd 3 1:= I = 111.1 12 Span := 6 Tw := 13 Uld := 41 •Tw Uld = 533 Uld•Span Mmax := Mmax = 2398.5 Mmax• 12 0. K. f := f = 938.7. 8 S d 1..5•Uld• (.Span — f„ .= 2 12) f, = 75.5 O.K. A 6. CHECK 3 1/8x10.5 GLB. 24F -V4 �I udl L1 L2 Uc2 M 0 0 0 Span := 6 L 1 := 2 L1=2 L2 := 4 L2=4 P 1 := 2600 Uldl := 41. Uld2 := 41. 2 2 W1 := Uld1•L1 W1=1066 W2 := U1d2•L2 W2 = 656 W1-L1•.5 + P1-L1 + W2•(L1 + L2•.5) V1 := V1 = 1481.7 Span W2-L2-.5 + PI-L2 + W1-(L2 + L1•.5) V2 := V2 = 2840.3 Span m : =2 m =2 V := V2 - W1 V = 1774.3 M V m+ W1 -M M - 4614.7 max �= pt' 2 max — Vmax':= V2 Vmax = 2840.3 Areq Vmax' 5 Areq = 22.5 c Ain `Actual := 32.81in OK 165.1.15 S _ Mmax• 12 S 20. I Si 3 Actual := 57.42in OK req 2400.1.15 req = 31 2200 PLAN Z Z. LU QQ JU (U O to W= J H, C0 LL WO 9Q Cl) = Z H Z0 LLI 25 U ON WW S H� LL tll Z U= O f " Z N SITTS & HILL ENGINEERS INC. 2901 5d. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown 7. CHECK 3 1/8x10.5 GLB. 24F -V4 �I Udt L1- L2 LK \2 M 0 0 0 0 Suan := 5 L1 := 2.5 L1 = 2.5 L2 := 2.5 L2 = 2.5 P1 := 5100 Uld l := 41. Uld2 := 41. 2 2 W1 := Uldl •L1 W1 =410 W2:= Uld2•L2 W2 = 205 VI :_ W1-L1•.5 + P1•LI + W2•(LI + L2•.5) Span V2:= W2-L2-.5 + PI•L2+ Wl•(L2+ L1•.5) Span m := 2.5 m = 2.5 Vpt := V2 - W1 Vpt = 2498.8 Mmax := V + WI - M Mmax = 6759.4 2 Vmax := V2 V max = 2908.8 _ umax' 1.5 Area � 165.1.15 Areq - 23 < _ Mmax' 12 Sri 2400.1.15 Sreq = 29.4 < 7a: DOUG FIR No. 2 4X12 garage Header NDS Table 4A C := 1.15 b : =.3.50 Fb := 900•C d := 11.25 Fb = 1035 A:= b•d A = 39.4 2 b6 F, := 95- CD S:= S = 73.8 F = 109.2 b•d I:= I = 415.3 12 Span := 8 Tw := 14 Uld := 41 •Tw Uld = 574 Mmax := Uld 8pan2 Mmax = 4592 f := Mmax. 12 fb = 746.4 1.5•Uld•( _ d Amax := Span. 24 4 0 f " Amax = 0.4 2 12 A A 2 Actual := 32.81in Sill 3 Actual := 57.42in O.K. f = 67 O.K. OK OK VI = 2806.3 V2 = 2908.8 3z 2200 PLAN Z F Z a , W QQ JU UO fn O W= J � CO W WO Q. LL N� = �.. W E- O Z t- LLI W U O - WW u. O W Z U= Z M BUIL1 TO d DET< I�1 �7 CA a 9 UPPER FLOOD FRAMING PLAN 114"-1'-0" 3r). c E Z r �W Q D J U. UO Cl) -j�- NU- WO } �J U Q W �W Z = F-- F- O Z 1- W U ON O 1- WW L O .Z U= H� O Z 5 5 GREAT RM. 9 CARPET M SEE MAIN FLOOR PLAN FOR NOTES (212x4 f2Rx4 LND r �-- ,� - -- SING N NOTE OPT. 2020 WINDOU.6 NOT ALLOU90 UAT14 3 CAR GARARS 0 1= r 9 M 1 .,t [ --- r in 6.6 POST 1 ,i • 1 LINE OF LOOR ABOVE -_�--- ------ 3 CONC. STOOP W/ OPT, DOOR - GAS 1 ------- O ULtI 3U NUC4T2 la 4 t 4 NANGER 1= r W -3" I'- 101/2' 20' • p" 10 '•0" 30'•0• MAIN FLOOR PLAN 1/4"-1'-0" SEE MAIN FLOOR 51-IEET 3 FOR ADDITIONAL DETAILS If S � 7 iv 0 r- b V AREA SUMMARY: MAIN FLOOR . II55 50. FT. UPPER FLOOR . 1043 SO. FT. TOTAL . 21SD $0. FT, GARAGE l00 SQ FT, i II 1� Z �Z �W dd JU UO N J H N u- W O. LL. ^ Q ^ N T _ ry i V yr W Z O LLI W Dp O �. D H- WW �O ll! Z U= O F^ Z --- } 6.6 POST 1 LINE OF LOOR ABOVE e 3U NUC4T2 4 t 19'•4• Sl4 NANGER s 3 CAR GARAGE 26 POWER 4• CONC. SLAB • SLOPE 3• 9 METER S TOWARDS ON. DOORS ` M — INSTALL 5 /B' TYPE 'X'GLL9 T - - - --� ---- - - - - -T ! ON CLG. WALLS, AND BEAM ' { 2 LAYERS AT 24 FRr* i � I 1 1 1 t I I I I 1 I i nRx I 1 1 1 I 1 I I 4x12 DF'Y 1 I 1 1 W -3" I'- 101/2' 20' • p" 10 '•0" 30'•0• MAIN FLOOR PLAN 1/4"-1'-0" SEE MAIN FLOOR 51-IEET 3 FOR ADDITIONAL DETAILS If S � 7 iv 0 r- b V AREA SUMMARY: MAIN FLOOR . II55 50. FT. UPPER FLOOR . 1043 SO. FT. TOTAL . 21SD $0. FT, GARAGE l00 SQ FT, i II 1� Z �Z �W dd JU UO N J H N u- W O. LL. ^ Q ^ N T _ ry i V yr W Z O LLI W Dp O �. D H- WW �O ll! Z U= O F^ Z SITTS & HILL ENGINEERS INC. 290V S0. St., Tacoma, WA 98409.5697 Telephone (253) 474 -9449 Fax(253)474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown Upper Floor Framing Plan. 8. DOUG. FIR No. 2 CF := 1.0 Fv := 95 b:= 3.5 d:= 9.25 4X10 Floor Header. NDS Table 4A Fb := 900-CF A := b•d b•d b -d - Fb = 900 A = 32.4 6 12 Span ;= 6 Tw := 7 Uld := 52•Tw Uld = -364 S = 49.9 1= 230.8 Uld•Span .' Mmax. 12 Mmax := 8 Mmax = 1638 f := S fb = 393.8 1.5-Uld- - d fv := 2 12 f = 37.6 A 9. CHECK 3 1/8x10.5 GLB. 24F -V4 Ft Ud1 L1 12- uC2 W VI 0 0 0 V max • 1.5 Arm 165 M m ,x 12 SCea 2400 Span := 6 L1 := 5 L1=5 L2:= 1 L2 = 1 P1 := 1300 Uldl := 52. 14 Uld2 := 80 + 52. 14 +41. 26 2 2 2 W1 := Uldl•Ll W1 = 1820 W2:= Uld2•L2 W2 = 977 W1-L1•.5 + P1•LI + W2-(L1 + L2•.5) V1 := V1 = 2737.3 Span W2-L2-.5 + P1•L2 + W1 -(L2 + L1•.5) V2 := V2 = 1359.8 Span m:= 3.7 V := V2 - W1 Mmax := V2. m 2 Vmax := VI m = 3.7 V = -460.3 Mmax = 2515.5 Vmax = 2737.3 A feg = 24.9 A;,,'Actual := 32.81in OK S Cey = 12.6 < S i,, 3 Actual := 57.42in OK 2200 PLAN 35 z �= Z �W QQ JU UO Cl) N W j� Cl) U. W O � LL ?. Cl) = W �- O W F- 25 D Cl) W uJ �U �O 111 z CO) OF- z I SITTS & HILL ENGINEERS INC. 2901 `SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown 10. DOUG. FIR No. 2 C 1.0 4X10 Floor Header. NDS Table 4A Fb:= 900-CF F = 900 Span := 5 Tw := 13.5 Uld := 52•Tw Mmax :_ Uld•Span2 8 11. 2x10 Floor joists @ 16" on center Fv := 95 b:= 3.5 d := 9.25 A:= b•d S := b•d2 I := b.d A = 32.4 6 12 Uld = 702 S = 49.9 I = 230.8 Mrnax = 2193.8 fb :_ Mmax• 12 S 1.5-Uld Span - d 2 � f ._ 12 A HEM FIR No. 2 C := 1.15 NDS Table 4A F 850•C Fb = 977.5 Span := 13.5 Tw := 1.3 Uld := 52•Tw Mmax ._ Uld•Span 8 12. CHECK 3 1/8X10 1/2 GLB. (24F -V4) P1 � I U d VL VI 9 0 0 Wet 0 0 f = 527.4 f = 56.2 Fv := 85 A:= b•d A = 13.9 Uld = 67.6 Mmax = 1540 fb :_ Mmax• 12 S 1.5 Uld • Span - d 2 12) A b:= 1.5 d:= 9.25 S := b d b d 6 - 12 S = 21.4 I = 98.9 f = 863.9 f = 43.7 a:= 1 a= 1 b:= 4 b= 4 P1 := 2800 Span := 5 Tw := 1.3 Uld := 52•Tw + 41.3 Uld = 190.6 V1 := Uld. Span + P1• a V1 = 1036.5 2 Span V2:= Uld. Span + PI • b V2 = 2716.5 2 Span Vmax V2 Vmax = 2716.5 2 Mmax Uld. Span + P1 • a b Mmax = 2835.6 8 Span Are9 V 1651,5 Areq = 24.7 c Ai,`Actual := 32.81in OK Sre Mmax 12 Sre - 14.2 Si. } Actual := 57.42in OK q 2400 q 2200 PLAN Z =H '~ w D UO Cl) O J F-- NU- M� 9 :1 N =W ZO 25 D O N r7 t- Ww H �. LLO .. Z W U= O Z SITTS & HILL ENGINEERS INC. 2901 Su. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax(253)474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown 13. DOUG. FIR No. 2 4X10 Floor Header. NDS Table 4A Span := 8 Mmax := Uld•Span2 8 14. CHECK 4X10 DF #2 CF := 1.0 Fv := 95 Fb := 900-CF A:= b•d Fb =900 A =32.4 Uld := 80 + 41.3 Uld = 203 Mmax = 1624 fb :_ Mmax. 12 S 1.5-Uld Span - d -) 2 12 f = A PI I I Lid \12 \11 SW 0 0 Mrnrt 0 0 14a. 3 1/2 "X11 7/8" 2.0E PARALLAM (PSL) Span := 8 Uld := 52. 2 + 80+41. 2 Uld•Span Mmax := 8 Mmax = 3148.8 Vmax := Uld-Span-.5 Vmax = 1574.4 Span. 12 Amax 240 Amax = 0.4 4 I 5•Uld•Span.1728 I 45.3 req 384-2000000-Amax req = a:= 1 a= 1 Span .- 5 b:= 3.5 d := 9.25 S := b d2 I := b d 6 12 S = 49.9 I = 230.8 f = 390.5 f = 30.4 b:= 4 b = 4 P1 := 800 Uld := 80 + 41.5 Uld = 285 V1 := Uld. Span + P1 a 2 Span V2:= Uld. Span + Pl. b 2 Span Vmax V2 VI = 872.5 V2 = 1352.5 Vmax = 1352.5 2 Mmax := Uld. Span + P1 a•b Mmax = 1530.6 8 Span Areq .- Vm 951 . 5 Areq = 21.4 4 Ain 2 Actual := 32.38in OK Sreq M ax'l2 Sreq = 20.4 < Sin 3 Actual := 49.91in OK Uld = 393.6 M, 19,900-ft-lb OK V, 8,035-lb OK fin 4 Actual := 490in OK 3 7 2200 PLAN Z _ E '~ W D UO Cl ) Cl J H C0 U. W 1 0 OC .� u- ?. (N d = W H ? f- H O Z H 2 5 Da U O t-- WW H u O . .. Z W U= ~ O Z SITTS & HILL ENGINEERS INC. 2901 'S(3. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax(253)474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown 15. CHECK 5 1/8X16 1/2 GLB. (241744) nt Udl U L2— Uc2 0 0 0 _ Vmax' 1.5 A 165 M m e 12 S `� 2400 Span := 20 L 1 := 12 L 1 = 12 L2:= 8 L2 = 8 P1 := 2600 Uld 1 := 80 + 41. + 52. Uld2 := 80 + 52. 12 + 41. 2 2 2 2 W1 := Uldl•L1 W1 = 9228 W2:= U1d2•L2 W2 = 4448 W1-L1•.5 + PI-L1 + W2-(L1 + U.5) V1 := V1 = 7886.3 Span W2-L2-.5 + PI-L2 + W1•(L2+ LI -.5) V2 := V2 = 8389.2 Span M:= 11 V := V2 — W 1 Mmax := V2. m 2 vmax := V2 m =11 Vpt = —838.8 Mmax = 46140.6 Vmax = 8389.2 A req = 76.3 < A i n ` Actual := 84.56in OK S feq = 230.7 Si„ ; Actual := 232.5in OK Uld := M 8 max' 2 Uld = 922.8 Span Span- 12 Amax 240 Amax = 1 5•Uld•Span'.1728 Ireq := max Ire 1845.6 384.1800000• q = li := 1919in OK 3� 2200 PLAN Z _ �7- D JU U O (n o CO LL WO }} 951 Wj N = W I— _ Z� t- O Z F— W Uj D0 O �; � F- WW �_.. U'. O Z U CO O Z p ., -j ((( A B 3 Z p r O O 11 z r D z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN E TO THE QUALITY OF THE DOCUME T. THIS NOTICE IT IS DU N � � `�� x` • it ^ ��� SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax(253)474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown Foundation Framing Plan. 16. HEM FIR No. 2 C := 1.15 Fv := 85 2X10 Floor Joist NDS Table 4A @ 16" O.C. Fb := 900- A:= b•d Fb = 1035 A = 13.9 Span := 13.5 Tw := 1.3 Uld := 52•Tw Uld = 67.6 Uld•Span Mmax. 12 Mmax := 8 Mmax = 1540 f := S 1.5-Uld. Span _ d f 2 12) ._ A 17. DOUG. FIR No. 2 C 1.0 Fv := 95 4X10 Floor Beam. NDS Table 4A Fb := 900- A:= b•d F =900 A =32.4 Span := 6 Tw := 12 Uld := 52•Tw Uld = 624 2 b:= 1.5 2 S := b•d 6 S =21.4 f = 863.9 f = 43.7 b:= 3.5 S := b d 6 d := 9.25 I:= b•d3 12 I = 98.9 d := 9.25 I := b d 12 S =49.9 I =230.8 Uld•Span max. 12 Mmax := 8 Mmax = 2808 f := f = 675.1 S 1.5 Uld Span _ d 12 2 ) f�:= A f„ =64.4 18. DOUG. FIR No. 2 C := 1.2 Fv := 95.1.33 F, = 109.2 b:= 3.5 4X10 Floor Beam. NDS Table 4A Fb := 900-CF A:= b•d b• b•d Fb = 1080 A = 32.4 6 12 Span := 4.833 Tw := 12 Uld := 2.52•Tw + 80 Uld = 1328 S = 49.9 I = 230.8 Uld•Span Mmax. 12 Mmax := 8 Mmax = 3877.4 fb := S f = 932.2 1.5•Uld• Span _ d C f := 2 12 f = 101.3 A d:= 9.25 Z �Z �w aa� UO Co o W= J F- N LL W O 2 LL co = �W Z F- O ZR W Uj U O - D I- WW �U LL ~O W Z co .Z SITTS & HILL ENGINEERS INC. 290' SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax (253) 474 -0153 PROJECT: 2200 PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown 19. Stud Wall Design psf = psi plf =- psf•ft lb =- pif•ft HF # 2 H:= 9-ft F,:= 1300 psi C := 1 CFb ;= 1.5 C := 1 C := 1 C := 1 CFA := 1.15 C := 1.15 F := 850- psi F'b Fb- CD'CFb'CM- Ct•CL•Cr F' = 1466 psi F" •= F •C C F" 1495 p si , c • c D' Fc c = P E' := 1300000-psi Axial Load Capacity (DL +LL) Slenderness Ratio (SL) SL:= h C: =0.8 KCE : =0.3 KCE• F - FCE = 410 psi SL Try - 2x4 Studs @ 16" o.c. h h t:= 1.5 -in h := 3.5-in c:= 2 A:= t•h A= 5.3 in 3 th I: 1= 5.4in4 12 S := I S= 3.lin c t 1 + FCE 1 + FCE FCE F" F" — c c F ', CP:= 2-C - 2 C - C Cp =0.3 F := C " F' = 383 psi P max F' A Pmax = 2012 lb PTL :_ r (16•psf + 25•psO. j 2 2 ft l + (1 + 40•pso. 1 2 ft l 1.33 -ft J J `` / P := (16 -psf)• 26-ft + (12 psf) 2 ft ft C C C 1 �� , 1.33 • P = 388 lb Axial Stress (DL +Wind) P = 11931b < Pmax = 2012 lb O_K C := 1.1.5 F " := F F " = 1719 psi 2 1 + FCE 1 + FCE FCE F" F" C = ` - ` - F �` C = 0.2 F'� := C F " F' = 387 psi P 2•C 2•C C L fDL ;= PD D fDL = 74 psi 2200 PLAN a Z �Z '~ W U (00 W= J �— U) U W O J N = W Z H. ZO Uj W Dp O� � F— WW H� W U= O Z SITTS & HILL ENGINEERS INC. 2901' $U. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax(253)474 -0153 Bending Stresses Cp := 1.15 F' F -CUC w,ind:= 15- psf-1.33•ft W%vind, H2 M =202 8 ivt Sreq :=— b f := S f = 791 psi Combined Stresses fDL + 1 • f = 0.6 F'c 1 fDL F'b FCE Cont. wall Footing Design Soil Bearing Pressure (S S := 2000•psf PT[. = 119: PTL Fwidth 1.33-ft S PROJECT: 2200 PLAN 4•Z 11562.mcd 4/28(2004 design Binh Tran chk Ed Brown 2200 PLAN Z _ 1~ W � d.� W WU UO 0 W 3: N LL . W O }} • � J LL. ?. N CY = W }— _ 1— O: Z !— W W 5 . U� ON �H W W, H U U- ~O Z Uco) T. O Z SITTS & HILL ENGINEERS INC. 2901 SO. 40th St., Tacoma, WA 98409 -5697 Telephone (253) 474 -9449 Fax(253)474 -0153 PROJECT: 22.00'.PLAN 11562.mcd 4/28/2004 design Binh Tran chk Ed Brown 20, wl 15.4kips Maximum Load For 6x6 DF #2 Wood Post psf = 44 plf = psf•ft lb pif•ft H:= 9•ft F,:= 700-psi CD= 1 C := 1 C 1 C := 1 C := 1 CF := 1 . E':= 1300000-psi F "c := Fc.CD'CFc F "c = 700 psi Axial Load Capacity Slenderness Ratio (SL) SL := H C := O.S KCE := 0.3 h K FCE FCE = 1011 psi SL 1 + FCE 1 FCE 7 FCE F " F "c F "� Cp 2 C – 2 C – C Kr F'C := C " F' = 561 psi Pmax F ' c'A 6x6 DF #2 Wood Post Properties Kr := I (Kf = 0.6 for unbraced nailed built up posts - 0.75 for bolted) h := 5.5-in t:= 5.5-in A:= t•h A = 30.3 in'` 3 t- h 1:= I = 76.3 in 12 S:= 1 - S = 27.7 in h C = 0.3 6x6 DF #2 Wood Post Pray = 16953 1 43 2200 PLAN Z W. D J U. U CO 0 W� (0 U W O' �zi U.j N = W tr = ' Z � Z O. W 0p o 0 H = U. O W Z U= O Z I t I 1 CCNC. PATIO V -21/2' 5' - I 60•3" 4 BAR • 4. OC. A STUB OUT 4' ------- -d_ -�" 9 -__I L-- 1 - -- - 1 - - - -- flu-- -- / NOTE ADDITIONAL STRAPS REWIRED FOR 3 CAR GARAGE SEE G• •I • — l I s a I I •4 BAR r 24 OC./ 4 STUB CUT 24' .•. O - ..___--- --- - ----1— 1 I '' FYoed+ i l«..•;: �' �tyYb. �t e!.'. 1bM1ei�ltiit :ti.M�•tit.:4'+c'!..n;y_ . �s�. 1r' r3e •t.�:�v- �Vi.l"j"" . +x. ' � _ - - - - -._ L _ $j � SU b/ TOP OF FOOTUYa b• ----------- -- ---- ---- -------- ------- - --- -- ---------- •I - BELOW FND WAIL 11' -11 In* OUT 24' NOR I m TYPICAL 2 PLACES AT 8* OC TYP. 7 PLACES I VI" I'•10 I!J 1 fl�` ti { 5O• 1 1 It 1 I6' -3' 20' o h9 II i 40'•0' I� ° + I I A i 1 {I � 1 � I I � 1 1 1e 1 I�I ICI DU " I '� ClJJTL. ` I'•3 V1' .1 m I `I J0" 3' -0• 5 3/4" 3'•1" 4' -9 Vl" 4'•9 I/I' 3'•9 I(7' 4'•10" 4' -10' 3' -1 114' ]' 1 0 j `- - - - -- - - ^- -t. r- r - -� r - -� r - -t r - - � :. x fUtt'1 1 4 i 0 (tA4 I I _1 I 4x1 (IAA') r 11I N. J 9 24 1 I X 741 I 24 1 — I j 1 1 1 24 1 L SJI I Y { I ' _ _ _ _ _ _ _ (-- - - -- L__J L__J L_ J L__J L _J 4xb . BEAM I I ? I CRAWL SPACE I I 1� 30 sPLiCE9 1 6 nIL BLACK vlsrxlE v APOR I OU y I v 1 I BARRIER OVER ENTIRE CRAaL SPACE INSTA 50 • FELT .yy I 3 11' MIN. CLEARANCE Um ER FLOOR JOISTS. )i 1 SU 11' MM. CLEARANCE UNDER BEAKS. POST TO FTC. CCIbL 9 ll 1 I I B-t- E 1 4' -] 1 5'•b• 1 ll t _ v 1 j la'k30•xl0• CGNC. Ii,� I p � { 7. 1 PAD 0✓ f2) •4 BARS EW B FOR S .2 I I I 9 I OPT. DOOR I I L.J ' V -•' t 4 4' -1' 4' -0 1/4' I' -9' 4'•l 1/J' 3' -6 1/41' 'r; ;A I ?- OOP iq i k . L µxtmrlN � i- 7 t 4x6 I r—�T y 4,1� � { 4 T, 4,t I —F-o- F 2 1 L� J 1 24 I L_ J Ol i n I I i_ 4xv 4 L i, l^ CONC.' SLAB 11 I L J \ 4AB 1 4' CONC. - SLOPE I m 3• TOWA OR DOORS b•x40'xl0' CCKr_ _ I I + I , I PAD w (2) •4 BARS 1 I ' I C I LOW uAYS 4(4) .4 I r'__ ____— _ - -_I __ ___ __ __ __ __ t V 1 1 BARS SHORT WAYS I I I I it EMBEDDED n c I I P I I I 114 ZIPSTRIP 1 i AT CENTER LINE OU I I M BOTH DIRECTIONS ryry I I m l 1 1 t . 2liS r • +' y+3;ir3'r, a:•••nr: L3. '� I .� ( 9 41 1 b4• I I I t� I I I I I 1 0 I 0 I e l N FDN. EDG) 3'•0' 6' -6 ' CGNC. PORCH I 'v _ V b CNT . FOOTIN -- G �- • — l I s a I I •4 BAR r 24 OC./ 4 STUB CUT 24' .•. O - ..___--- --- - ----1— 1 Q � _ - - - - -._ L _ $j � SU b/ TOP OF FOOTUYa b• NO 4 BARS STUB OU BELOW FND WAIL 11' -11 In* OUT 24' NOR TYPICAL 2 PLACES AT 8* OC TYP. 7 PLACES I VI" I'•10 I!J I6' -3' 20' 20'•0' i 40'•0' i A i g FOUNDATION PLAN r ------------- - - - - - Z T L i r �Z ,y W 4 2 JU UO co w co � V/ LL C W 0 G LL. cl)a W Z� z O G 5 U� 0 N W W U LL O W Z CO O � Z 1 M,�� ihtc 2 �] 11514 €YPv4 "�rs>}3fi�F`a':5`t9�tS ? i 1 1 t I SEE FpllOATION PLAN 1 1 I I I I t t F �.'�:rt�fR';f�n �:`$".• T�' rv!! ��L�' IL�F Z !Z Z W QQ� JU U O o Cl) W = C0 LL Wo J. LL Q _ d W T F— F z O 2 D Cl) W W" LL O ui Z L) O Z ,' .'• ': t .t: ...... �.w t4'� a t ...� t.( t�'].'.. !.�Wk�.vi.: ?'W,¢ n..I ..A Y','l:: ;:.fa. WN��•_..i1L�+ „:p ::n:w,. 'Ly' "i�r� i.w k <9aa i�YAi11. <.. ..YV..U/�iw v3x: » —i., FOUNDATION PLAN BEE FOR ADDITIONAL T I DETAILS M,�� ihtc 2 �] 11514 €YPv4 "�rs>}3fi�F`a':5`t9�tS ? i 1 1 t I SEE FpllOATION PLAN 1 1 I I I I t t F �.'�:rt�fR';f�n �:`$".• T�' rv!! ��L�' IL�F Z !Z Z W QQ� JU U O o Cl) W = C0 LL Wo J. LL Q _ d W T F— F z O 2 D Cl) W W" LL O ui Z L) O Z ,' .'• ': t .t: ...... �.w t4'� a t ...� t.( t�'].'.. !.�Wk�.vi.: ?'W,¢ n..I ..A Y','l:: ;:.fa. WN��•_..i1L�+ „:p ::n:w,. 'Ly' "i�r� i.w k <9aa i�YAi11. <.. ..YV..U/�iw v3x: » —i., FOUNDATION PLAN BEE FOR ADDITIONAL T I DETAILS IN3 jyalo SS31 S 3W`o 8=1 SIHI NI O 1 SIHI IN3wn0003HI �N30llON NdHl 21`d3 � F _ 1 IVER EWED FOR CODE COMPLIANCE . APPROVED F'u cw HANGER NAILING SCHEDULE MINIMUM NAILING GIVEN.OTHE NAILING MAY BE CALLED OUT. VALUES REDUCED TO ALLOW USE OF 16d SINKERS. 16d SINKERS MAY BE SUBSTITUTED FOR 10d COMMON NAILS. HANGER GIRDER NAILING PLIES LUS24 ALL 4 -I0d CON* LUS26 ALL 6 -10d CON* MUS28 ALL 6 -10d CON* HUS26 S 14 -10d COMX HUS26 2-3 14 -16d SINK* HUS28 1 22 -10d COMA HUS2B 2 -3 22-16d SINK* THA29 1 16 -10d CONN THA29 2-3 16 -16d SINK* HHUS28 2 -3 22 -16d SINK* HGUS28 2 -3 36 -16d SINK* X16d ANGLE NAILING REO'D ANGER NAILING IS IHPORTANTj IF IN DOUBT CALL A.T.S. OR CONSULT SIMPSON STRONG -TIE F1 1 m cl) N m _ l+m _� 4 - W 0 rl Q a q o N AUG 2 5 2004 City Of Tukw►ta OIL.DING QMIV ON F4 i in .m Z a 0 a 20'-0 BAY DEV. 2200 ELEV. A 2 CAR ROOF TRUSS LAYOUT ROOF TRUSS SUPPLY - (425) 481 -0900 5910 - 234 ST. SE. WOODINVILLE. WA 98072 ESIGNER: JEFF REVISED 1-12 -04 PATH F• \.)FFF \RR) Amon 04 \7?00A2 - N ALL TRUSSES TO BE SPACED 24' CC UNLESS NOTED OTHERWISE (U.N.O.) PROVIDE FULL BEARING UNDER GIRDER TRUSSES. BEARING BEAM DESIGN BY OTHERS. 18' STANDARD OVERHANG U.N.O.. OVERHANGS NOT SHOWN FOR CLARITY. 6/12 ROOF PITCH U.N.O.. CEILINGS FLAT U.N.O.. SEE ATTACHED FRAMING DETAILS FOR HIP. VALLEY AND GABLE FRAMING. SEE TPF S HIB -91 FOR BRACING RECOMMENDATIONS. INDIVIDUAL TRUSSE MAY REQUIRE WEB BRACING. SEE TRUSS ENGINEERING SHEETS. PERMANENT WA DESIGN BY OTHERS a UAj aFRM1r�fi�rF 04 � R r**_* N T O P Copyright (c) comouTrus In lmw=1 Arm F4 i in .m Z a 0 a 20'-0 BAY DEV. 2200 ELEV. A 2 CAR ROOF TRUSS LAYOUT ROOF TRUSS SUPPLY - (425) 481 -0900 5910 - 234 ST. SE. WOODINVILLE. WA 98072 ESIGNER: JEFF REVISED 1-12 -04 PATH F• \.)FFF \RR) Amon 04 \7?00A2 - N ALL TRUSSES TO BE SPACED 24' CC UNLESS NOTED OTHERWISE (U.N.O.) PROVIDE FULL BEARING UNDER GIRDER TRUSSES. BEARING BEAM DESIGN BY OTHERS. 18' STANDARD OVERHANG U.N.O.. OVERHANGS NOT SHOWN FOR CLARITY. 6/12 ROOF PITCH U.N.O.. CEILINGS FLAT U.N.O.. SEE ATTACHED FRAMING DETAILS FOR HIP. VALLEY AND GABLE FRAMING. SEE TPF S HIB -91 FOR BRACING RECOMMENDATIONS. INDIVIDUAL TRUSSE MAY REQUIRE WEB BRACING. SEE TRUSS ENGINEERING SHEETS. PERMANENT WA DESIGN BY OTHERS a UAj aFRM1r�fi�rF 04 � R r**_* N T O P Copyright (c) comouTrus In " A� i o Xgad mo A9 Pol*IDul 'nlsld s SWO LI9 S3a1dX3 jol—A )iota os pww p=A194 N.6psM io tums *wows syodit I UKUUOJ pe )uuaorm=4 NN AI q ++ whcys.1.tyn po le ponA Alpmlel oq et vmbu Bode mup wwo h '« POKWIlo0MwWPIANo LJDt& MNYtH 4W/ 1p - fts" 0 4 w owpoom on a pd*w p ppues"sdpw Nu •c Qa �ytwAwd. w. Mwpe�IMPwleAwediV� '�AMMANAI'A+op•BN�i .ep u/ dl�swd..A w.wAw.eM Pw�e.l.eMeo. w.ae sAAePeeMw� y .e vwoowwa Aw p P..dd.94 Awo� "pop Aewp nlsNG.p.q w. pp.M. 'gsNsAoD M WMW% Pw ognN wjw• om pmailswa An a wd Pd o a 4s PP� PER Ow y '9 ' Wan 40.. Asj AwMe wd- w w.sew.. wuvW -n •srApnO g4d.w.Io irAPMP A4 PORAWd Put PwA" M p— 'sup" >twewu jW Pw d+.wdiM w Apes mmop M*o pi sAM pu m Uv •► •. we4• pAMM M p— 0 4" w• ewMweew o to •t msaewwwa uon -At"m —N4 •MA uwm 'Z Put "m Anus" POP MGM p PRO" iop.A.00 Aeepou. Pull "N"s Y L -song p u.p ns wma ampq oft*u.M Pw se1.N P-09 He PON 's �� jLONMY'IM SOLVSST :'0RS :xe •saa b00Z /9Z /T :Ma MY s'ON 3ZI3 :miwAA' - voozZ 'A3a In Gm HOr .8 /E :aTWOS 00 -£0 -ZT 4 OUtio ZL086 bM '31 11AN i mo0M 9C.9 XOG *O 'd Jas ZT'T / JH 8T'T / Ja 9L f ZNIOr ads ZVT / JA OUT / Ja 9L• T SNIOr (N i '0S) a31IQa31 vm 9NI1Fs 80 - SH9I1 80 - Zi34 Ot - Z a 609 - Z Z T9 =T X OP -T 9 609- -T Z Hamm saa103 131936 T mttIS Zds /IS9f[ '0'0 WK a30Kas 9T'T - 3SVWNI NOIbH1da avoz ■OV E -AZT Was Ssn1s 0 � l 0 ,s 0 w 'NOO 'OO.ZI -> MOMS TMITI 0H 'HOO '00 ■ZT ZVOMS 4StlTJJ.Vl 01 I aOSS/aZS JH t xZ :Sam z I T z6 JH f YZ Sa10H0 Hollos Z I T Z JH t xZ 'Sa10HO a0S (Sl 3avag 3I03as 3ZIs SHOIZ`COIAMUS HMMI - ('IT) 60' T I ` Sa•auiesnzy ;ool IIII IIII VIII III') VIII VIII VIII VIII IIIIII I A ,nduF =aandmoo moz; pa.zedaad ubFeap etK,L fl 0 l O n. 1 0 w •x490 SS3MIS 7WIXH '(11090 HOiZOH NO 1MVIt 90ISO403H JSd Ss *39d 0'it - am 4YiOa sJSa O* OT - CWHO ilOLIN NO 4a Jsa 0'i£ - a10H0 am No (0 )4a +(o•9z )44 JNIam NOTICE: IF THE DO CUMENT S DUE TO THE QUA AN THIS NOTICE IT I ITY OF THE DOCUMENT 00'91 °v ' 000'9 ZT £'6x6 -3 ZT , 4 L � 80 -10 -9 80 —TO -9 90! 4 s3111d x >af " x4ug A M Wpopjl N slow. x9ad 04) A9 Polv*ul 191olld vtq N pp oil jolts o i1ma of pmeld pu WPMa+ Q a � 11 vapeM,o gams *-Wqs nakllle p n E + + ways 41" po le miuq AIRA1e104 01 - per" UOdfi WUvWm3 A4 4N•i I.s.uSP"SM4 GUGWIN �M On q 13 P.q.lulry 01 ue1MP ML •L d vlu.u./raaP uoPgelsy PUG WOM448 VUlWU•4'u•MNW101 sW 10/ RIMlesus/su Cu Mumma pus 1.11. w*w2 Pu.•4 M4n/. - 'o .g •PI.I�" -A me asP..e.e@4ap l uel••. rM. q. .i....alRr..,a.4..Wagain w.'gq. -w an won"" W eup.N M AW Minn Pruodm3 Rue W P•IMd• M PIn•4. P••I oN 'e 9 'waw 4x1s lot 141M41.Il011661 ON M.l.as WUrA 107 ' slnt>fuM sP4a11•� M +•�I••P h P•PMpw pus Pump" 8 0m •supsq P1.n.W1./ PUS Rnlod.M a Ip- SW Mr. e upWW a s pj@M w Y •• u.n4. W" 0 W- eupus V.- u.psudlu.a C•t •e vemmuu o uopnipum q u%eq @" 'Z Pus iem 18WAO lie AD P•.MD. N 010044 iopa"03 u0nme Put "Onno Z ` Many p u•Mwln.11a Uojp s0ulumm Pus OWN I•+•u•9"P.N1 . t so :t9NMMNA .ZO. — VOOZZ 'A3a All'H :3iit�N HOP .i/T : 00 -ZO -ET 80 -TO -0 80 -80 -6 80 -90 -E 00 -ZO -01 00 -00 -E ZT 00' E o OU60 WV ZLO86 dM '2- 11ANIC100M '0[x!1 jad ssnui �Oom I i 0 0 9'ZXS'Z -3 ! -309'6 ZT 3dS WO / 3H £8'O / 3a wo L ZHIoP 3dS Z9'T / 3H OCT / 3a OT'T S SHIOP (HI 'bS) a3HI0a3H H3H12 SHIMS SEE - SHSIH 689 - US7 .S's -.s a mm 6Et- -t M 6 xZ UT - M OSi =E H OL- -E Z 6L9 -Z M SLZ- -Z a 109- -Z s OtT- -S H LLS- -T M 6EZ- -T H 60E -T Z Haumv S30HO3 1238E+13H mmKIS Ias /ISNY Irmo SS3HZS gvix t '0H0H0 mime NO RMIL NOI X10311 3Sd 94 4.1sd 0' v - a120'I W101 •3Sd 0' 01 - 01E0HO HOLLOS NO 'Ia Jsd O'tE - aH0H0 dol No (0'6 )4a +(0'SZ )'IZ 9NIavcn '3'0 now auras ST' T - 3SF23NOHI NOILVWa aWl - ■o'Z -1ET WaS Wahl 90LVSST :'OHS :AS - s3 a 600 T :Siva Ze "ON OH 3'223 l �o 0 0 'HOn '00.ZT -> ZHOddnS Ta3,b@'I 09 'N00 'OO.ZT - > IHOadlIS 7 U3Stt'I OZ S - T aus /aZS 3H 6 xZ :S6311 E -T Zf 3H t xZ :SOHOHO HDIMS E -T Z# 3H t xZ SQd0HJ d01L (S) rimma 31111129 3I33aS 32IS SHOI VOTAIOUS H38H0'I X- ('IT) 6' E'9 Sa • OIIIsenly ;oolq IN 11111111111111111111111111111111111111111 A andaT a2indmoo wo z; paivdasd uS eTgy '" 6 "x '"� IvIlflYkl NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR T HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. x•jd ma Rq a•t•01m+t'•1Md WdPn as Aw SIN➢ lM X0/EZ S�Z+t1a)Xm ��www�wllei w�.ww 1�wl��ww -w� Jstuoo ipta °• pr>•i0 wpN N A eepw► JO wl4S • umotp spoddne 'iuGwu0JUUJ6 aANDI 0.000 N 01 PM �. mot•. ++ umagc amLvA poJlnuo ou r Jo P IP to P•ow9 Zllw•Iet •Q c7 •P �4s t• sp of ► yodd :polou aswie o esMN� XW' *VOOZZ 'A3a xee :MM 110P rZ /1 : aTIMS 0060 ZL086 VM '3111ANO300M Z89 X09 'O d 'ONI 'Jlld se-nui d00u adS WO / aH 41 / 3a OT 9 ZNIOr daS W1 i 9H OZ'T / da BL t ZRIOP (NI *as) asumo H Vt SHIMS 09 ZHsrd 98t - U3 U V T - E B ZNHO 601- -CA Z81 -Z 9 9LT- -Z S Lt- -Z S 6Tt- -T A 80Z- -T H 89Z -T S Haul sm*do3 imaW' K S70HIS Ids /ISNH N r t 0 co 0 l c l :. 0 0 9'ZXS'T - 0 ' ssuas Tim 'crdoFm moxioa OS *Nark '30,ZT �> lvoaans ZFlllSi�i'i 09 • 'Noa '0041 -> IVOWIS a1tl UT1 01 NO N3111ti NOIZ3aa3fl dSd S. ZT *JSa 0'tt - am MoS E -T aOLSIaZS 3H t xZ vJSd 0'OT - MOM HOLLOH NO 4a :S6314 3sa o•tc - aaoHO aoz No (0'6 )za +(o'sZ )ZZ Z -T z! 3H o =Z 91Mtta'I s SaHOH3 HOLLOS Z -T Z! AH t xZ '0 wIDW MOOS = SalioRo doS ST'T - 3sitw3H3NI HoUrdOa aKOZ ($)43NYd 3attZI9 3I03dS 3ZIS w0'0 -►L NHdS SS091 SHOUVO 3x03dS MOM 3- ('IT) t' E' 9 Sa'ouIasnzS ;ooH II'I IIII VIII IIIii VIII VIII IIII' IIIiI IIIIII I dq :jnduF za�ndwoo woz; pasvdazd ubFeap siuy a ` y's� w� INSIII�I NOTICE: IF THE DO CUMENT S DUE TO THE QUALITY( F THE DOCUMENT AN THIS NOTICE IT { 00 -00 -L 00 -00 -t 00 -00 -E •p•n� ueh ewydwa� h •11 pawam OR ~ s s oon tvi emUlV*u"dLJowwulWlh 0 NO" 0-1-81 0 9 13WIVINSPOSRUJIlill 8 l""WL - L LOLfi+SS1 : 'OaS a GoigAlMu•,oesomm pu„M„a•n,wal y ►w« SO— Aw q MNdde N MMM I w•IMp w•YI JNwYN auN Awe w pwe %pph — ae uwwpa 1CH ' S3a ON Sup" w HM N- NMwedroo Am q paNdit e• pM W MM ON 's 0 •Nupan wwe +a ANngWwdm w e -uw•ee wMWIIIIA003 •ewwwwMd p"W"WAgmoom pug P stalp 'Nwpam b00Z 9Z T :siva / .S.' „uw uwwd n ar pia Areadum w •omwoo 8mmew muc* pinta NV V . grove an" pMpWA w W ww •mMh "m wepoem wo a► t moo Yoomm1m S r ES ' OH 3'II3 I pw am p+sm0 iN W pame"nrmp.ew++w3 wWp" w+e Je w• s • +�eewn M ump-w— aolov S&q—m pue MPH p+KwJ w pm •► iW -tow vm XW' *VOOZZ 'A3a xee :MM 110P rZ /1 : aTIMS 0060 ZL086 VM '3111ANO300M Z89 X09 'O d 'ONI 'Jlld se-nui d00u adS WO / aH 41 / 3a OT 9 ZNIOr daS W1 i 9H OZ'T / da BL t ZRIOP (NI *as) asumo H Vt SHIMS 09 ZHsrd 98t - U3 U V T - E B ZNHO 601- -CA Z81 -Z 9 9LT- -Z S Lt- -Z S 6Tt- -T A 80Z- -T H 89Z -T S Haul sm*do3 imaW' K S70HIS Ids /ISNH N r t 0 co 0 l c l :. 0 0 9'ZXS'T - 0 ' ssuas Tim 'crdoFm moxioa OS *Nark '30,ZT �> lvoaans ZFlllSi�i'i 09 • 'Noa '0041 -> IVOWIS a1tl UT1 01 NO N3111ti NOIZ3aa3fl dSd S. ZT *JSa 0'tt - am MoS E -T aOLSIaZS 3H t xZ vJSd 0'OT - MOM HOLLOH NO 4a :S6314 3sa o•tc - aaoHO aoz No (0'6 )za +(o'sZ )ZZ Z -T z! 3H o =Z 91Mtta'I s SaHOH3 HOLLOS Z -T Z! AH t xZ '0 wIDW MOOS = SalioRo doS ST'T - 3sitw3H3NI HoUrdOa aKOZ ($)43NYd 3attZI9 3I03dS 3ZIS w0'0 -►L NHdS SS091 SHOUVO 3x03dS MOM 3- ('IT) t' E' 9 Sa'ouIasnzS ;ooH II'I IIII VIII IIIii VIII VIII IIII' IIIiI IIIIII I dq :jnduF za�ndwoo woz; pasvdazd ubFeap siuy a ` y's� w� INSIII�I NOTICE: IF THE DO CUMENT S DUE TO THE QUALITY( F THE DOCUMENT AN THIS NOTICE IT { 00 -00 -L 00 -00 -t 00 -00 -E 9010 LIS S3?i xuaxl ayt Aq pamIDu1'alsld sn=l I w�q�a i jaluao qat{► cs P�Id *PIPIA If 11 a6Psm Jo wn1$ 'ways stioddns W" ILOWL OJI"Ua aMC0AN3*-u0u s ul PW aq 01 ++ u""oys Dim" pa le pwejq 611¢Ielel aq Gl :Pa1ou szoo — v ooZZ 'A3a XV6 :mm HOP ri /T :aTWS 00-00-02 0060- �4 ZL006 VM ` : 'ONI `Alddns SSnat -loom 0 w 00 -00 -01 00 -00 -01 adS i8'T / aH EV T / 3a 5Z'T S mior aaS i8'T / 3H EV T / as 9Z'T T SNIOP (HI TO a miloza Vm 9HIma 08L - ZHOrx OR - Za3z TBET- -i I 96i- =E K 986- -C Z 455 - Z M T6TT - Z 8 986 - Z Z 9ii - T M 161T - T 8 TBET - T Z mut S33 MUM 3WHIS IWISIN 'xZHO ssmus Tim 'a80N'J Hum ern NmL Normnasm isa s. ,aSa O'tt - GYM =01 saga 0'OT - MOM HOZIOR 9 0 'Ia aSd O'K - amour aox no (o'6 )za+(0'SZ )zz Nltravoz '3'0 r0'wz a33Kas 9T'T - 3SVWK1 NOI11N0a TVM 00'0 -10Z NKas SSniti 0 1 � o .es 0 w 'Non '30rZT �> MUMS 'M UT'I 0H •Non •3o.ZT -> M UM 7u3m 01 £ -T anas /ass 3H i XZ :Sam Z -T zi aH i XZ Sa1I0113 HOURS Z# aH i XZ :SaHOH3 aoa {S)z3NHd aum 3I03aS 32Is SHOIZVOL1132as Nanxaz I � a- ( 5' £' 9 sa' OuISgcus3�2t I IN IN 1111111111 111111111111111111111111111 A gndu as 4ndmoo >uoa paivda =d a6Tsap silty 'a�� en�,ln w 0� IIII II II IIIII I .Q..• �� -rv, ysv. 0 I 0 ab (s)�•ixa -� f NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. uu � I_1 l ^ u u Zt 9Xb ZT 1WbW usds agedob" dq It PWPW 9602 CWtWN 1 4 V31VMLJG WON WWltq q/bIIN '1 ` v 0edwo sm*P q *Wm B : ' 8 A amj% AWwrAd slan— W-3 y .q W- �—AMas .Ndd..,.P" rMM aPISIN Nrol IMaM N+N N Ws'sMM+� sw sulsMsl �/ xs ' s8a MR MRxN M i P MN '! '9 up n m u d ou s a o o '�IM+g V� �1 Asgsuo6u ou swlnsss sn+Pldrw� g "M=spidW m@OwAgpeo" put P� pegis°" 6002/9Z/T 3Z1ia i 'uaw p= pW kaNdrM.e vim gUemo. GPIs•«"wan NV '► T y"w Vs"- PUIn -g 04 wku smaq 4" 1 1wasdu Oa t=l •t sau -wuoa uaNsn4— W" WupnM Z3 ' ON Sri Id 'Z PW ISM IP»sM 111M PNP 0 N PPIOW J 24U0* WPOA PUB 't 't Vemmle Lmoxuwxo &NNgmautuuMp- OWN wwmpIRPMtl'► � �NOIIINYl7M szoo — v ooZZ 'A3a XV6 :mm HOP ri /T :aTWS 00-00-02 0060- �4 ZL006 VM ` : 'ONI `Alddns SSnat -loom 0 w 00 -00 -01 00 -00 -01 adS i8'T / aH EV T / 3a 5Z'T S mior aaS i8'T / 3H EV T / as 9Z'T T SNIOP (HI TO a miloza Vm 9HIma 08L - ZHOrx OR - Za3z TBET- -i I 96i- =E K 986- -C Z 455 - Z M T6TT - Z 8 986 - Z Z 9ii - T M 161T - T 8 TBET - T Z mut S33 MUM 3WHIS IWISIN 'xZHO ssmus Tim 'a80N'J Hum ern NmL Normnasm isa s. ,aSa O'tt - GYM =01 saga 0'OT - MOM HOZIOR 9 0 'Ia aSd O'K - amour aox no (o'6 )za+(0'SZ )zz Nltravoz '3'0 r0'wz a33Kas 9T'T - 3SVWK1 NOI11N0a TVM 00'0 -10Z NKas SSniti 0 1 � o .es 0 w 'Non '30rZT �> MUMS 'M UT'I 0H •Non •3o.ZT -> M UM 7u3m 01 £ -T anas /ass 3H i XZ :Sam Z -T zi aH i XZ Sa1I0113 HOURS Z# aH i XZ :SaHOH3 aoa {S)z3NHd aum 3I03aS 32Is SHOIZVOL1132as Nanxaz I � a- ( 5' £' 9 sa' OuISgcus3�2t I IN IN 1111111111 111111111111111111111111111 A gndu as 4ndmoo >uoa paivda =d a6Tsap silty 'a�� en�,ln w 0� IIII II II IIIII I .Q..• �� -rv, ysv. 0 I 0 ab (s)�•ixa -� f NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. uu � I_1 l ^ u u Zt 9Xb ZT X p� a�y�p yy pis wnYu.w onnuaw•� Ay 41'.NO.x{I•�4A4P ' s " om St eAw a ) t pn" ur4Na •~pMao*t"=2Wr91ANWL- tmoN1d1h � Wl to •.U•4 enut w ewenwll •w et pelpe MM•N+ill •1 uNe•o •IVt •t xsl•+d eta Ag Palasswt 'aRld •� qt .ww.ar.aw veno �• ivaPM ' 09084 • 60LtSSI :* 4 b ow ry A�slgNwaw w •el.ewr �w w�slea ou ••v •Mdw 1 � �slua )RIO os Meld pus •ssrul a wws* uo s Au• e< s•aaa• oq som W psq� •q al" we Awr qo•t As ppo" WAR w tt sw'AManso w amrww : JCH ' SSQ /w wp•N Ip i•11• UMW wwoa•1oo A p Uaa• /• N Plu•Q• PS" oN Y �aalOt•i9 S3`tJIdX3 il�oaNAOwlys�r�otltq +oddrul�l•Du1+naMn1+1+WNq •p • w•• N+ pn. •wAtletl•aoa•uwowr....oa�na�.o� t i i�i`i1�u h s�igqsoOn►�paY�i�acs� Jol •wnmq•Wo lo uWM•sAVpsN d put POAP sg MM b00Z /92 /T sxva = urw1N� snitou0o•uou f W p� I .�tA� •� 'swew w•uauw pue A+noaWw w wn• au«wp ae�w •*+a t•+•MI sv •► mpenuw anlpodssi aW ^N� u�qq 'n lv .wore eww s•ww ••+d- en i r •a p— supua a- ua• + +.UN*4$ uayM poi '�' ls Io 0 M�►N E eeau oa • � N�+Ilwas��0�i is Pw � £' � ' ON 3'II3 it psowQ AIlmisl aQ of sPxKp o+opo9 pus tYUNltis Z Pug "m swu•o st W pa"s •s ss+•w xnmp o* uoomm pus 7 . ~ p sPpl IDddns of uIllsaO ' 1, ••••n4 P 90112MOM3 •suw•M w• ■ ON R+•ue0 a• PON I 4apu espiom stasm'agON Iwuso :80N4iwm + .m. t[OOZZ Ala ]I.il'H :mm HOP ■i' /T :oT239 00-b0 -6I (al r•1xc --t 0 i 0 10. 0 w 0 t fm 0 w .3 Z1��8 �� b� is�ti - Z89 'oNl ;klddns sonui doors jag LL'T / 3H 98'T / 3a TZ'T S SNIOP 3as 8L'T / 3H 98'T / 3a TZ'T T ZNIOP (NI 'aS) asulabn vm 9Hrma ESL - SH91H SSL - Jd34 Bit -f m TZET- -i Z to -E m 4Z6- -£ Z OEE -Z M SETT -Z H TZ6- -Z Z 96TT -T K 6EOT -T H 98 -1 Z Haunt S33 tI3mm WMHIS Ids /IsKV NO umm NOIZ3Da3H 3Sa Sa 43Sa 0' it am 7VIOX s36d 0'OT - aHOH3 HOZIOS NO Ra 3Sd O'PE - OHOH3 dOZ NO (0'6 )Za +(0'SZ )TI JNIONO'1 '3'0 BOW a33KdS ST'T - Ssvn3NI NoIlvdaa aH01 r0'i - NKaS SSDHi 'NOD '30.ZT ZHOWDS M13M 39 'HOD '30 MOMS 'IVD33M 31 f -T OD.LS /aZS 3H 6 xZ -: Sm Z -T Z/ 3H t xl : SCrdOHO HOLLOO t -T Zi 3H t xZ SCIVOW dOi (S) law 3Io3as 32IS SH0I=13233as Hmmli 3- ('TC) b' E'-9 Sa' otil88tuS.JOOg IN 11111111111111111111111111111111111111 A ;nduT aaandmoo moil pa=edsad uS B TRX NOTICE: IF THE DOCUMENT IN THIS FRAME I THE DOCUMENT. N THIS NOTICE IT IS DUE TO THE QUALITY 00'9[> " 0*k 4 00'9 ZI 9Xt —z ZI I 00 -00 -0I 00 -60 -6 ' . 06 of Wi Z4 P9A"P'4'4 $1 h b 9 t r xnaa ouI Aq Pns*IPuI'neld srA^a±!oo± __. _ . 90.!q S3HIdX3 iallm >layl as paoap puD PP" s!� A oepaM W nxWns t . LWD49 u94M Pul le peogiq dlpAlel W 01 sp+Kp w 'tt PSI" uodn MWdu o* R. Pow" MsPg~ M"d"t?tIVAu1w uAm"MwomuiILL *Aft PO NA~ M UM US WORWgsg41MP- (4.gP- PPL- f01 WIMP""Y slq lq dllll4lwodw w swlw�t � ~ O T L v 5 5 T :' bas Vnuod i - of N ,..I..I....d,�.P,n�,1.- 16 -,..1» —em"N w PIA SMIUNIfn~ MUM POW"O odugloPMdhp Rom C xH , saa f nm uonp towu 'kqm* wlr AM Asl4puodm o. vownee Mup"1063 RMPRM spoum jo MufPrp h P@PNgld Pug P-alg4 p low 'BurW MourAuW Plln IUtIM11N as 4388 quwwM M+IMNa+ -M IWNp M1/ 't •� um"a ago. P""W" N Xg supgq 4gr1 uomm"imm en Y 1100Z 19Z /I :31tla 1 rme uo Z ng ol u6 L ON- -PR*MM 0-M gsuPugM Pug "M prw0 qg to PMNPg"PFW48 » pe4uoa AWPWg P" M " i 'oMan4 p uopanaw— amm BeLq -gm Pug gloom P—to Ile P-lol 'L Za � ' ON art I3 ! 's�toN luw :s emsalvM :pslou .W. — VOOZZ I = AVE :ZM HOP .Z /T MO OS Wbv : uk 21086 VM '31 71AN1000M ZE2 X09 'Od 'ONI Alddns ssnui, d00tj ads t8' / aH 88' / da LS' E ZNioP ads ts' / dH 88' / as LS' T ZNIOP (HI 'Os) azuia za tfm 9NI2 as: 9SE - IBM 99E - Jd37 8ZE -Z S ELE- -Z s 9t -T M 8ZE -T 6 ELE- -T Z HaUtK MEW EZERZK WIS Iaz /ISHK 0 I 0 0 w 80 -TO -6 0 I. Cl w uu V E• 6xI; -� 00 p 1 00.9 ZT I ZT L � ZT -90 -3. ZT -904 'Non '30.ZT -> MOMS TM Mn 39 *Non '30.ZT -> mdoaanS Tt2I3stt•I 3i 'x4HO 683HSS WXV ' M1109 NO N3YIts N0I1311039 3sd 9 T aus /ais 3H t NZ 43sa 0' ►t - anal MCI : sear► s3Sd 0'OT - CrdOH3 HOU09 NO la Z I T zo aH t NZ 3sd 0't£ - CWH3 a0S NO (0 )Ra +(O'SZ - )III :s axo H3 Holloa SHIMM Z 'T Z6 3H t XZ '3.0 .o'tz a33was ST'T - 3S1t31;13HI HOIlMa aM .OS'T -16 Was ssaul : sa21oH3 dos (s) ism MUD 3I33as 34Is BNOIMUI39aS H38y l - ('IT) 60'T sa•ouIssnay ;oo IIII ICI Iilll VIII VIII VIII VIII VIII IIIIII I Aq . andu'r aaandmoo mo .7; peawdead uSFsep etgy •�u� sn�ln wok NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. aR(04Eq satita" •,�. GET .s x •VI r=21 W) .NO. paid w Op pp• ' �� 1 xW� •41 �4 Polplpul • •1e1d 1 • YDIMP 1 � Q� ==@m4 w M PO MI1•l M�NMW al URW M LL 't '�M"p N wow"" pw pmwpp tons" %oIN�m W l • � ° * doWo ' s 0% At 40WA or a t«raw■�A isluoo ipyl os pszold pus 'ssruq 00 w =I�P •g Aug � w YMN ulMl M" N Am ftM w P P %Mlhw.n ssa p o6paM Jo WNS uMals ddM Is t o pu�p� 1�n' 9 «v1 IM np pws >oworroa AUG olp"M N WWO po%oN •r � N> •w»n w•.jog wM— ow momeaft w►namwa w uor tDUOa �+P �o/ uo •luawualnua wisouW-uou t p)ai •q o► ui saeuul auI�ISSe mpn�luao oafpodn� a41 N� WI •bwnA to a� i t O w4lA pal d1l7fJQ lel��e /0 N�pIJQ I III gg i E a0v>rat.r> Naoa p,we a vMww we r«+erar w 1Mar •runat Womomed rw Nnedmw w mm Mmop wasiw emaj Ono uv � •.0rmp aOWr P"PW4 q wrr wpao 4w UOPwawt0ea M t le P��Q Al lel •q of s u+olloQ 'Z vszum vw YONMOW! SAM SaUPUNM Put"" N+ewo ro w p"MA o4 nno4t ieptirm Wpwo o +sr"t Z u+aoys f• spool yoddno q 3 WlOu oswwoyp sMpn o0 •50aan4 p W w"" Som WM VW so" PA"o an POq � tONINMYM i IILtSSI :*03S Y :AB •S8a ►0OZ /9Z /T :axva TS ;'ON S'II3 .za, '1i00ZZ I ma as :3fifiH soD 0 ► /I : 00 -80 -OZ 1 0 Id I w OVVtl P ZLO86 AIM `El 1IIINICI00M Z£9 x0a 'CDC# 'ONI ''A.l'ddns ssna gcou 3dS 06'T / 38 66'T / 3a 6Z'T S =100 3dS 06'T / 3A 66'T J da 6Z'T T SNIOr (HI Ts) aaami5ga HS>lrt 9HI13M 908 — MOM 908 - I337 6ZPT- -t I Z91•- -£ X 6T01 -E I ELS -Z A ZEZT - If 6T01- =Z I Z9► -T M ZEZI -t 8 6Z►T- rT I nau► S3oldo3 W38i+Tayt 31D Id /ISNV 'x4H0 Gnus ZKIfii 'oom Ho=g NO NMI HOI7OO= 3Sa 94 43Sd 0' ►► - a1t0'I 'IKiOI faSa 0'OT - crdoHo Houoa NO Za 36a O'►E - ali= dOI NO (0'6 )'Ia +(O'SZ )ZZ 9NIaifcn 1 0'0 r0' ►Z amvas ST't - 3SFP3HONI HOIIYlifla (woq 00'8 -moz Nwas SSaBI � cot W 'NOD '30mZT => MUDS 'IWITI 38 'Non 'oo.ZT => moaaas 'Itd11 ivi az £ -T anxs /axs 3H ► NZ 5931! Z - T Z# 3H ► xZ SO0HO 601108 V - T Z# 3H ► xz :S dOI (S)73Nvd 3am ZI33dS 3ZIS SNOIi1CJI. m2as 83 mll 3- (rIT) 5' E • 9 . Sa'ouisenss3oma IN (III VIII VIII VIII VIII VIII VIII IIIIiI I Aq i nduT aaindwoo woa; pasadaad u5Tuap oTgj i N o r ilk, (S) L * 09-3 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 00'9 " 1 00'9 ZT' 9x6 - 3 ZT 00 -60-OZ 00-60 -OT '1N3Wf100a 3Hl 30 A111 np 3Hl Ol 3na SI 11301ION SIHl NVH�_Nd3 SS 31 SI 3WbHA SIHl NI 1NWmooa 3H131 :30110N I�dVll�l com aua Inc. This design prepared from computer input by I IIIIII IIII VIII VIII VIII VIII VIII (III (III RoofTrusslnc.DS LUMBER SPECIFICATIONS 20- 8- 0 GIRDER TRUSS SUPPORTING 25- 6- 0 LOAD DURATION INCREASE - 1.15 + SIZE SPECIE GRADE PANELS) TOP CHORDS: LOADING 2x 6 MSR 165OF 1, 2 BOTTOM CHORDS: TC UNIF LL( 50.0)+DL( 18.0)- 68.0 PLF Or .0" TO 20 8.0" VERT 2x 8 MSR 165oF 1- 3 Bc UNIF LL( 293.8)tDL( 174.5)- 468.3 PLF 0' .0" TO 20' 8.0" VERT WEBS: 2x 4 HF STD /STUD 1, 2 ( 2 ) complete trusses required. Join together with 3 "x.131 DIA GUN nails staggered at TC LATERAL SUPPORT <- 12 "OC, UON. 12" oc throughout top chords, BC LATERAL SUPPORT <- 12 "OC, UON. 4" oc throughout bottom chords, 12" oc throughout webs. Stagger splices on adjacent members. 10 -04 -00 10-04 -00 12 C -7x7.7 12 6.00 � 7.7" Q 6.00 o, 0 l� r 0 t 0 C -5x1 CN- 7x11.9(S) :14.5 8 -08 -00 12 -00 -00 4 L 20 -08 -00 Scale: 1/4" JOB NAME: BAY DEV, 2200A ... "E2" FILE NO.: E2 DATE: 1/26/2004 DES. BY:� SEQ.: 1554712 M 0 l er 0 0 1.09 (1L) -W ANSI /TPI 2 MEMBER FORCES W4WRDH T 1- -7708 B 1- 6890 W 1- 3608 T 2- -7708 B 2- 5052 W2- 3608 B 3- 6890 LEFT - 5542 RIGHT - 5542 BEARING AREA REQUIRED (SQ. IN) JOINT 1 8.67 DF / 13.68 HF / 13.04 SPF JOINT 3 8.87 DF / 13.68 AF i 13.04 SPF R03J1` TRUSS SUPPLY, INC. P.O. BOX 532 WOODINVILLE, WA 98072 . 4 89 -09010 WA MHOS: Oanaral Notes, unless ollurvrbe noted: 1. Msd sll OGrw s News Will W#rnbhas bdors conalraeven at busses. 1. Dell to auppoA loads as shown. • aaaderesd Gna conbaao r.boua be wand otea GOWNI NOW Will 2. ri ass ltis R rW bottom to be laterally braced at • tots n�ss ar v" bradag rnsM M M n Imatol ed wrs sbo"n 3. MrpaClC M1dpl 2 np Or (a1M nphulmd whe sham + + 1. Aa wwnl bhp rGGwrYha oftow"b Gogh as wnhpaary ass Pon" bracing. 1. ^ "`Q°w fefpettivrr oonireclor. eal bG 4sNaresd and prorUw by I slam - r eN ahrhslsta sbhelun. asagrrras are O a rqn cOfrOyw snvlronmenl, w Coo patrp seftwoo m rwp ' wr otim bngna. e. tar Tali a p at�aN supports Shawn. Shim or wedge It s. No load shoGbl The applied to sq owspenset hwda shor sot hso and 4aGrrhere arse ass et rho M ne GIrGlhld aey IGGds psaler ehsn deahn le st Placed f0 their center Noaaa N appwd many eMhperaw a conpuams hes m corhtrol osv nM snaawe no 11" M I twee bbrla w don. h aaa. ddpmwd and hosilega N cowfonleft 10. bgiC 4Ni Plate. indicated by the prefix 7. Tale Mslsn b a"rhlarrGd Gnt4Get w ar aadraaew an trues dsGghn Gal brtth . r, 4 1. Gtr T» In I 041 sr TFWW CA b Seat 143 sepi s statrlgh vM M haalalMd 11. Plata b Mdlcated by IM orelbc'CN' by cswpufte spon n4nal ( pa. trlalaNlel fs u ad. AN 6rters sn pa 50;0 s 3Ntd x3 j: W a�I�q oo� �yl N A4Mi N NbS t) 'Lt w-w Woos a xodd.wo q N4MIMM"44op apow"1 4=2VIV91NN INN" V, t • Yil �Q Pvlaiw+l'+Nld �� 6 • we as a -- wMwwMw" 0PO4PW-1-- I w map*ORL •L vwvm*mw VOWAGPM Pus w—dro'ww-v' -anWva ww�Od --+w-ww-ww- wwpqueew�arur�Aw� y £TLi�55T = 'Z53S Anum Jw os Psi Pue'sau n uo d e q q tsar WA pm AW rw0 .0. p P. *.0. w •+w-a.-► � xe ' saa Pt--IWINN d- +oaa.ao-INd- -4WAOP"ON y Il.dP" Jo WP1S •Wao4d' W Jden P 18 du11w4 Y a.Ato u�NIPV� �/u� e-wN epa-i-14104puodm w . --..-e rw.drroa YM M00"dd=PMAP* 14 V- WdPu.PWOP""Mew JUWAWµwa�o� o ul pfl e p o ui aurhsw uo q vopalluoa Otilpad. iW N lQ W111�e 1 to uopeq •i NNW wousm �d PW AWAi"44 SO a INGIEW &O N-- 800 I I VV 1 uao •.wunwMM- Mw-aM wwM-vd�rmt =t 't b0 0 Z /9 Z / T = axva ♦tu�Wtl...� -WKW�I 1M1�4,�+ 1 JD 1!q —,�,+q f Zz P � � '°'a„""oa u°dxu-."oa u°yq'u'N" -M £323 �'OI1 3'II3 Is pamQ Aawlel oQ of splotp Pw �A pumw 'Z . I+s04� st -pool 01 0-- a1-N 1- +sNe1 -.l. o--IM. M w-- y. io>7.eMes� uelpw Pw wee z - -wjw.M ---o 't lroddn- 1, p- 1 0 U "Wi" noW 10" lumao .w -a+<P --la apse Now Pu-.q-N 1-+ q- P--tl :99HINwM .CaVU. — VOOZZ 'A3a ]Ella :mm HOP .► /T :aTVDS 00 -90 —SZ 00 -00-9T 00 -90 -6 (S)£'6XS'Z —o 0 l 1 0 tit ®060 - 1Wi 7 21086 dM `3111AN)f1'01A 999 XOG `O•d 'ONI `KlddnS SS-181 3dS WZ / 3H 9VZ / 30 69 *1 S ZNIOP US WZ / 3K 9►'Z / 3a 6s'T T ZNIOP I n TO a 3Hiflon ll3lIlt 9NIZill3H S66 - IRSIV S66 --LITI ►SE- -► M TSST- -t Z 60 -C it TLET -E H 9ZET- -E Z as► -Z N E►6 -Z a BZET- -Z s ►SE- -T loo TLEI -T 6 TSST- -T Z xauvii s30H03 BZffim 340NIS IdZ /I9Nll 'x7110 983VIS MXV '13H0113 NOZZOH NO NM-1 NOIZOOa39 3Sd Sf 43sa 0'►► - am 'IMZOZ s3Sd 0'01 - ali0H3 NOZ108 NO 'Ia 3Sa 0'►E - aHOHa a0Z NO (0'6 )'Ia+(0'SZ )Ti Miam '0'0 ■0'1Z 030vaS 5T' T - 3SIt8113NI NOIZf K00 aVM .00'9 -AsZ Was BBOVI t - aaX /aiS 3H P xZ =se3m E -T Z1 3H ► xZ � SG1dOM HOU08 ► -T zi 3H ► xz :saE= aoZ (s)4ma 3a1 g 3I03aS 3ZIS SNOIZICmaimas H3sRai M- ('IT) 60 sa• oulas=aJ00'a I N IIII "�II nl'I IIII� (III' I II' �'III!'I'II ( Aq ;ndut aa,ndtuoo wos; paxedasd u6tsap sttlx �u� sn�,Lndwn� NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 �o 1 0 w 'Non 'OO.ZT asOddOS T"3Z11'I OH 'NOn '00■ZT XdOadnS 7dli31VI OZ 00'9 L!-1' °b v 1 1 9 2 E'�x6 —o ZT 00 -60 —ZT 00 -60 —ZT 2 July 27, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Mark Ludden Charter Homes, Inc. 4616-25 1h Avenue ME, #598 Seattle, Washington 98105 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -217 Charter Homes — Lot 3 — 4276 South 160` Street Dear Mark: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Planning, Public Works and Fire Departments have no comments. Buildina Department: Ken Nelsen, at (206) 431 -3677, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and ►Fill not be accepted throuAlt the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer ' Permit Technician encl xe: File No. D04 - 217 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 * Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 K`!ti k:4{L�.+�F�nlLii.$ir�� +. 1�M4Alml�(M9 � �uvw�,�y��ry S+ �tL.. ' Ltwi. M( w 4�`'} it�41oYA�LiIYY' �I. {'f.�L.i.�ltii�.'- ^'•+. ;x�?wtN �Ly" i Z Z �w Q 2 WU 00 CO J = �w w U- V a �w Z H �-- O Z F— w w U� ON o�- w 3: �6O .. Z Ii bF 0 Z i �i :2 �O July 5, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Public Works Mr. Mark McDonald March - McDonald, Inc. PO Box 737 Renton, WA 98057 Subject: Sensitive Area Covenant and Hold Harmless Agreement L01 -019 Short Plat Dear Mr. McDonald: James F. Morrow, P.E., Director Following receipt of your June 29, 2004, letter requesting re- recording of the Sensitive Areas Covenant and Hold Harmless Agreement, recording number 2003080100738, 1 reviewed the short plat files, the February 22, 2002, geotechnical report from AMEC Earth and Environmental, Inc., and the June 25, 2004, letter from AMEC. The subject document was recorded against Parcel 810860 -0501, which was subsequently divided into four lots with separate parcel numbers. The recorded document clearly indicates the sensitive area is Lot 4, now parcel 810860 -0505. It is the City's practice to record sensitive area hold harmless agreements on development sites the City has determined are in or adjacent to a sensitive area. Since the recorded document clearly indicates the sensitive area as Lot 4; and the site contains Class 2 and 3 slopes and is in a seismic zone 3, I do not see a need to re- record. Sincerely, Jim Morrow P.E. Public Works Director cc: File L01 -019 Jill Mosqueda P.E. (P:Laurie Admin /Jim /Letter Mark McDonald 070504) 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • Phone: 206. 433 -0179 Fax: 206- 431 -3665 Y . Z J U U Cl) CO J H S2 LL w J L? � Z �0 w ~ w U� 0 — �-. W Uo w Z U- H X. 0 Z ► C/TY OF ruxwi — l Community Development Department Permit Center 6300 Southcenler Blvd., Suite 100 Tukwila, WA 98188 Permit C ;/Building Division: 206.431.3670 Public Works Department: 206.433.0179 Planning Division: 206.431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila water district PERMIT NO.: bom . v? ParfA'To tie completed by applicant a Site Address: 44xx So 160th St., lots 2, 3 & 4 (attach amp and legal description shoiving hydrant location and size n)*mnin):. ON Information:' Agent/CdntactPel song' Name: Charter Homes Agent/Contact: Mark Ludden Address: 4616 25TI-I AVE NE 11598 Seattle, WA 98105 Agent Address: Phone: 206 - 406 -8823 Contact Phone: 206 -406 -8823 This certificate is for the purposes of:: 3 SFR 9 BUILDING PERMIT ❑ PRELIMINARY PLAT' ❑ COMMERCIAL INDUSTRIAL ❑ REZONE Estimated number of service connection and water teeter sizc(s): Vehicular distance from nearest hydrant to the closest point of structure is ❑ SHORT SUBDIVISION ❑ OTHER 3 new services lot 2: 50' + -, lot 10' + -: 50' + -, Lot 4: 40' + -' Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner /Agent Signature Date PAAfB :'To: =Be completed Bywater u , t- , ', ; ;,E= , ^ �,t : 'i ! • ( +(� 1. The proposed project is within TUKWILA /King (City /County) 2. 0 No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: services installed and paid for as part of the March - MacDonald DE project. i r i i 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 1679. gp m at 20 psi residual for a duration oft hours at a velocity of 10 fps as documented by the attached calculations. 5. Water Availability: r ►TMROFTr11�'wrtA JUN 2 0 Acceptable service can be provided to this project 4 2004 PFRMtr �ENlE� ❑ Acceptable service cannot be provided to this project unless the improvements in item B -3 are met. ❑ System is not capable of providing service to this project I hereby certify that (lie above information is true and correct HIGIFILINE WATER DISTRICT / 206- 824 -037 Agency /Phone . ��3 - By THOMAS KEOWN DISTRICT ENGINEER 5/25/2004 Date ODoL-zip ZZ W �0 00 ND co LLJ J = H NW WO J W? ry W HO Z H W W U ON 0 !-- W H 5. LL O .Z W U= O H Z I H2ONET Report for 44XX S. 160th St. @ hydra #H3005 Date: Wednesday, May 19, 2004, Time: 10:27:47, Page 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS DOCUMENT. CLEAR THIS NOTICE IT IS DUE TO THE QUALITY a ' a 11 Available Static Fire -Flow Residual Available Flow ID Pressure Demand Pressure Flow Pressure (psi) (gpm) (psi) (gpm) (psi) 1 653 56.69 1,000.00 42.31 1,679.67 20.01 Date: Wednesday, May 19, 2004, Time: 10:27:47, Page 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS DOCUMENT. CLEAR THIS NOTICE IT IS DUE TO THE QUALITY a ' a 11 '1N3WflOOa 3HlS 3W�� S4H1 O lN WC1�00 O 3Hl CI N30HlON N 2�b+3�0 SS3l Rj I m �R4 .22 25.43 ,2 Ln Lo Lotn 0 � z ^o ° 00 N wry' ( 6 CD 4 2491 1`�a ^ ^ Lo J n� M 1 � �5 4 15 � . M2 p1 ao 182.47 Uj 15836 W M32394 c ." ' O W Z > Q J 15844 0 0 u p I� 15048 3 F- SCALE 1:100 U � A Lj r,4') J 15850 ° : _ M3238 2� Li LOT ' ~Q o 42 Z 15856 to LLJ cn M1527 1 = 102.50 164.47 0 v� s 42 S 160TH ST. -Cn ED[ — --"— — v. AN qAYc; y 'T• 68 -1 13 NTRA - 150 3 H2 31 4 ..c co a) O `" 0 0 �o P all KC E P� -79( �O LOT 2 . \v LOT 4 6 M21951 59 M � d' '3 M2� LOT 2 M21953 0 80 LOT ' O Z N L 2 3 cn .— C LOT 1 89.47 60 i ll 94.17 16 CV V5261 S. 16 0TH S T. -- L — — 65 1 75 7b 78 H21 Et S. 160TH H2 30 T A h to � O n� O •- �- O in 0 c V) m D -1 r m D M C) 0 z 0 m c.� rn W i l Z 10 )6L 3 0A NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS DOCUMEN CLEAR - T HAN THIS NOTICE IT IS DUE TO THE QUALITY O F '1S H109 L 'S t9Z9n-/ 9L L 1W L 09 0'64 A g: -r- L 1C A 9: o N N c`�n cn cO L4 A L0 Ln w C96 L Z 1( OS 0 c V) m D -1 r m D M C) 0 z 0 m c.� rn W i l Z 10 )6L 3 0A NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS DOCUMEN CLEAR - T HAN THIS NOTICE IT IS DUE TO THE QUALITY O F z .-I O = zm OT n� rn= rn =i v �n vc c m O -1 =z: M -+ s c CI) D -n r� �rn N rn0) v N 0 0 c c C Z �D z N = 71.20 65.50 1 71 1 62.50 1 89.70 109.80 1 123 N W H > N 1`9 cr U) 4375 306 Z I 4452 M8515 5 -h D rn x - 008 V m C 125 4369 M1551 332.23 0 �_ 6" DI 0 V52 K[ - Ak N r - r D � 0 4404 N3 0 1 1 moo, N � M1513 w N rt X578 (n"' rn 95 105 �OU H SEATTLE WA4EACCO.: NORTHVIEW 1963 4412 121.71 N 43RD AVE. S. 0 M1512 58 43 05 °` -' 6& U71L . K E Mfi M3�1 (10 M20545 S7 �;, ° -� 10' DRAIN I �1 DRT & U 184 C/) - t, v, Ln 001 O V CO 0D CAP N 00 O � (,a � N 'p' (A W !� �� N 4315 00 1333 N O o O W Q) CD O 07 tv N = 71.20 65.50 1 71 1 62.50 1 89.70 109.80 1 123 N W H > N 1`9 cr U) 4375 306 Z I 4452 M8515 5 -h D rn x - 008 V m C 125 4369 M1551 332.23 0 �_ 6" DI 0 V52 K[ - Ak N r - r D � 0 4404 N3 0 1 1 moo, N � M1513 w N rt X578 (n"' rn 95 105 0 o � 4377 4 M1550 300 N YC4 N Q rn — Ln LO 4430 M1501 4438 M9747 20 S z� 0 �F r 0 i vn N � rn v� 0 i 0 i r • ' r 4412 0 M1512 17 O -' )002 = 2 7 001 N V> L4 ;1 O 477 I� v O ---I 2 150 1 (/) rn 444(1 S 0 o � 4377 4 M1550 300 N YC4 N Q rn — Ln LO 4430 M1501 4438 M9747 20 S z� 0 �F r 0 i vn N � rn v� 0 i 0 i r • ' r 0 Certificate of Sewer Availability OR 14816 Military Road South P.O. Bo- 1 9550 Tukwila, . /A 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 ❑ Certificate of Sewer Non - Availability Part A: • Be Completed by •• Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other 1/lu Applicants Name: C'�4 �e ti- 1J, vh a 5 Phone: U e- •ctti�. —erg 3 Property Address or Approximate Location: Tax Lot Number: HH oy S', 16 Of` 5� P10e 05 Legal Description (Attach Map and Legal Description if necessary): Part i • Be Completed by • 1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR W b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or 13 (2) the construction of a collection system on the site; and /or ® (3) other (describe): s ll ,/ ► _ v vwdJ d y l`tk" pFRM 2 g 2004 � C 2. (Must be completed if 1.b above is checked) to a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ PCT a. District Connection Charges due prior to connection: GFC: $ S� SFC: $ UNIT: $ TOTAL: $ (Sub�ectto Change on January 1st) King County/METRO Capacity Charge: Currently, $1867.54/residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required . ® May be Required e c. Other: TC►^s loo r ns .Svc.. A5 rec rv►c tiff I hereby carfify that the a ve sewer agency information is true. This certification shall be valid for one year from the a of signat r 61,a v � . By Title Date Z ~w o 2 JU UO Cf) CO W J = f" CO LL W 0 J LL ? W = W Z �- ZO W W U ON off W HP LL O W Z co O Z ' ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ('District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County .Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. i 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. 1 acknowledge that 1 have re ved th Certificate of Sewer Availability/Non-Availability and this Attachment, and fully and stand the terms and conditions herein. __�/ Date Applicant's 8953910011270798.0115SY601!.DOC (1/26/04) , N)w + .� -1- z '~ w tr � JU 00 N C0 UJ J = H � w 9-1 La W� = �w Z w� �5 U o - 0 F_ W W ui Z U= oF- Z PERMIT COORD C PLAN REVIEW /ROUTN� SLIP ACTIVITY NUMBER: D04 -217 PROJECT NAME: CHARTER HOMES INC - LOT 3 SITE ADDRESS: 4276 SOUTH 160 STREET Original Plan Submittal _Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after/before permit is issued DEPARTMENTS: Building Division Fire Prevention ❑ Planning Division ❑ Public Works ( Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -1 0 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7"Structural TING: Please Route Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS DUE DATE: 09 -07 -04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2 -28.02 PERMIT COORD COPY . "+ .r. 4ry ✓.,, . >:.,,�'t.�t.'�'.i.. �). F ,�,';.4'b;5:r�dk: <�ti �.tcl.+Eive �`idb.tt4 „� ��. ,,�� .� ��.. �.�ys,,;:;..,:'pr• r . t 4.;; ;: {, ?:: �Z'.u:. .... y ..�,y`�:.. ❑ No further Review Required DATE: DATE: 08 -06 -04 z �Z " W JU UO CO co W J i.— S2 W W� J U Q �W z F- O z 1— W U� ON � E- WW �P u. O --z W U= z PERMIT COORD Copy PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -217 DATE: 06 -24 -04 PROJECT NAME: CHARTER HOMES — LOT 3 SITE ADDRESS: A Z - h� 5 1(r o SL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision #_after/before permit is issued DEPARTMENTS: M uiin Division Public Works Owl J I Fire Prevention I Structural ❑ Planning Division Permit Coordinator )� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 06 -29 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7tructural ING: ute Please Ro Review Required REVIEWER'S INITIALS: 0 APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only �,/ CORRECTION LETTER MAILED: - 7 , 4 7�'� Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: _ Documents /routing sllp.doc PERMIT COORD COPY 2 -28 -02 ❑ No further Review Required DATE: DUE DATE: 07 -27-04 Not Approved (attach comments) z '~ w UO W Lu S2 LL WO �QQ U- C/) = �W z �O z�- W U� o F- W W U O --z W CO O z � J ��ItA ;N y tq � / o z fo N� 2 � i908 � City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 vi t '" Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: C-V -Z� !K Plan Check/Permit Number: D04 -217 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # ' afterlbefore Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Charter Homes Inc — Lot 3 Project Address 4276 South 160 Street Contact Person Mark Ludden Phone Number Summary of Revision: AAA-.# I - g 1 1. X 1 s w- Q A � Q j ` SLt.oul Q L - � LL 4c� - d \Y< `-'f 4 YL &k 1 n % C-q �_ - U e-YeL 01 , yp&4 , wi ll 4;-t 1g 1 - :bovi -�v I., , Alto Vl.ak ov, 414k 5�� t7LGk. "ro )Kk(: C4� kow w4 wi It RECEIVED ran n�Tl llEa'6Y} -� n I L PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1 �cr 5 Entered in Sierra on F-6 07/27/04 ::r ul':v.M�.Wr.� ':f.4t'W�:r.W;1'1' 'F.5:7iY+f�.Sw's:.L•.i twWhLL. ,ti/ wi+ Y "':�}w' �ww= .kM'S;lni4 .r f•Sw. z a ~ w 00 Cl) 0 W_ H CO L w U-Q U) _ = a �w z z �. W U 1 U ON 0 F- wW LL O W 0 CO P_ o� z Z U O Co 0 W O U. C W L LL CO L W T r i z Z O 25 U ON WW X - O Ill Z U= O Z L Detach And Di%play Certificate •'• : •' ,'• ��N, • \ ., , ' .j (' � j� l ':':.', i•.: + •• ice. i qgo .kY 1J• ', ,Y J1S kk Z U O Co 0 W O U. C W L LL CO L W T r i z Z O 25 U ON WW X - O Ill Z U= O Z L Detach And Di%play Certificate •'• : •' ,'• ��N, • \ ., , ' .j (' � j� l ':':.', i•.: + •• ice. i .kY 1J• ', ,Y J1S sti a i ti ki 1 y ti ; -4 • i I, . jj 4 ` ' . + it�'J, ti ; yr •� '�:. •'':•, .. •',11111'1'I tirf. Z U O Co 0 W O U. C W L LL CO L W T r i z Z O 25 U ON WW X - O Ill Z U= O Z INSU L A TION A. CE IL WAS • R -38 (VAAILT 30) 1. CEILINGS TO HAVE BAFFLES MAINTAINING: I" MININUM AIRSPACE ABOVE INSULATION. 2. BAFFLES ARE TO EXTEND 6" ABOVE BATT INSULATION 3. ISAFFLES ARE TO EXTEND 12" ABOVE BLOWN-IN INSULATION 15. NEW WALLS • 2x` R -21 i. ALL EXTEiRIOR WALL CAVITIES, INCLUDINCx CAVITIES ISOLATED DURING FRAMING, MUST BE FILLED WITH UNCOMPRESSED INSULATION. 3. FACED BATTS ARE LAPPED AND ARE TO BE STAPLED 'r0 FACE OF STUDS. UNFACED BATTS ARE TO BE FRICTION FIT WITH 4 MIL VISQUEEN STAPLED TO FACE OF STUDS OR VAPOR BAiRRIER PAINT WITH DRY CUP PER RATE OF I MAX MA BE SUBSTITUTED FOR 4 M'L VISQUEEN. 4. INSJLATE BEHIND TUB /SHOWER, PARTITIONS AND CORNERS C. FLOCM • R -30 I. UNDERFLOOR INSULATION IS SUPPORTED MY LATH, TWINE OR BY OTHER NON - COMPRESSING MEANS. EXTERIOR GLUE TO BE USED ON SUES- 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 FOUNDATION WALL OR DOWN TO THE TOP OF THE FOOTING. M015 T URtE CONTROL 1. N/A 2. CRAWL SPACE MUST HAVE b MIL BL VISQUEEN GROUND COVER. B. EXTERIOR DOORS AND WINDOWS ARE TO BE CAULKED AND WEATHERSTRIPPED. 4. RECESSED LIG=HT FiXTURES TO LIMIT AIR LEAKAGE PER WSEC 502.4.4. IN UNCONDITIONED AREAS. S. ALL PLUMBING, ELECTRICAL AND HVAC PENETRATIONS iN FLOORS, WALLS AND CE IL iWsS ARE CAULKED AND SEALED .Co. 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. SOLE PLATE iS CAULKED OR GLUED TO SUBFLOOR. 8. CAULK/SEAL RiM JOISTS BETWEEN STORIES. S. WHEN PENETRATIONS NEED F I RESTOPiNG REVEAL AND DISCUSS WITH YOUR BUILDINCs DEPARTMENT INSP. FURNACE AND WAT HEAT ING I. HEATING: DUCTS OUTSIDE OF THE CONDITIONED SPACE MUST BE INSULATED TO R -8. DUCT JOINTS AND SEAMS ARE TO BE SEALED WITH MATERIA LiSTED AND LABELED AS COMPLYING WITH UL 18IA OR UL 18113. 2. IN UNHEATED AREAS, HOT AND COLD WATER PiPES ARE TO BE INSULATED TO R -3. 3. WATER HEATER STORAGE TANK TO BE LABELED AS 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 -10 PAD BETWEEN THE WATER HEATER AND THE SLAB. 5. LAVATORIES, TUBS AND SHOWERS ARE TO HAVE FLOW RESTRiCTORS TO LIMiT HOT WATER DISCHAWSE TO 2B GP"' . IWOOD STOVE S 1. WOOD STO S ARE TO HAVE T iGHT FITTING GL ASS OR METAL DOORS. Ab 2. WOODSTOVES ARE TO NAVE OUTSIDE COMBUSTION AIR DUCTED TO FIREBOX. (MiN. 6 SQ. IN. NET FREE VENT AREA.) COMBUSTION AIR DUCT MUST 13E EQUIPPED WITH AN ACCESSIBLE DAMPER. COMBUSTION AIR '"LUST ORIGINATE BELOW THE FIREBOX. 3. WOODSTOVES MUST ISE WASHINGTON STATE CERTIFIED. FIREPLACE 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 DUCTED TO FIREBOX. (MIN. ro 5Q. IN. NET FREE VENT AREA.) COMBUSTION AIR DUCT MUST BE EQUIPPED WITH AN ACCESSIBLE DAMPER. COMBUSTION AIR MUST ORIGINATE BELOW THE FIREBOX. 3. TIGHTLY FITTING: FLUE DAMPER WITH MANUAL OR AUTOMATIC CONTROLS. DOOR u -VALUE = mzo 1. EXTERIOR SWINCsINCs DOORS IN HEATED SPACE WITH MAXIMUM U -VALUE OF 020. GENERAL PROv I. FRESH AIR INLET DUCT SHALL COMPL WITH THE FOLLOWIWG- b. [BE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM 4 FT. UPSTREAI" i OF THE FURN. BLOWER. G. BE INSULATED TO R -4 WHEN LOCATED WITHIN HEATED AREAS. d. BE PROTECTED FiROM THE ENTRY OF INSECTS, LEAVES AND OTHER MATERIAL. a. NOT TO RECE IVE FRESH AIiR FRROM THE FOLLOWiNG AREA: I. WITHIN TEN FEET OF AN APPLIACE VENT OUTLET UNLESS THE VENT OUTLET I5 THREE FEET AVOE THE FRESH AIR INLET. 2. WHERE IT WiLL PICK Ui° OBJECTIONABLE OLjORS, FUMES, OR FLA VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVINCs FUEL IBURNiNGs APPLIANCES. 5. CLOSER THAN 10' FROM A VENT OPENING: OF A PLUMBING: DRAINAGE SYSTEM UNLESS THE VENT OPENINCs IS AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. 6 . ATTICS, CRAWL SPACES OR GARAGES. 2. THE INLET DUCT SHALL BE EQUIPPED WITH I OF THE FOLLOWING: a. THE INLET DUCT 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 REGULATIONGs DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRESSURE OF 0.1 INC WATER GAUGE AT THE POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR PLENUM. THE INTEGRATED VENTILATION SYSTEM SMALL DEMONSTRATE COMPLIANCE WITH Vi AQC 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. JOB TYPE: NEW CONSTRUCT i ON OCCUPANCY: SINGLE FAMILY T �LE .3 -1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS INTERMITTENTLY OPERATING ISATHROOMS KITCHENS rp0 CFM 100 CFM CONTINUOUS OPERATION 20 CFM 25 GFM TABLE 3 -Z VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LE58• MINIMUM AND MAXIMUM VENTILATION RATES GUBIG FEET PER MINUTE (CFM) FLOOR MINiMUM FLEX DIAMETER MAXIMUM LENGTH FEET MiNIMIUM SMOOTH IDIAMETER MAXIMUM LENGTH FEET , MAXIMUM 1ELISOU)b (1) 50 lsE171�00�"tb 25 4 INCH - 10 3 50 5 INCH 90 AREA, F72 2 OR LESS 50 3 NO LIMIT 4 NO LIMIT 3 $0 4 INCH (2) NA 4 INCH 20 3 80 5 INCH MIN. MAX. MIDI. MAX MIN. MAX. MIN. MAX. IMIK MAX. Imo IMiK MAX. MIN. MAX. LESS THAN 500 501 - 1000 1001 - 1500 1501 -2000 2001 -2500 2501 -3000 3001 -3500 3501-4000 4001 -5000 50 55 60 ro5 10 15 80 85 95 15 83 90 98 105 113 120 128 143 65 10 15 80 85 '90 95 100 110 98 105 113 120 128 135 143 150 165 80 85 90 95 100 120 128 135 143 150 95 100 105 110 115 120 125 130 140 143 150 158 165 113 180 188 IS5 210 110 115 120 125 130 135 140 145 155 165 113 180 188 195 203 210 218 233 - 125 130 135 140 145 150 155 160 110 i88 IS5 203 210 218 225 233 240 255 140 145 150 155 160 165 110 115 185 210 218 225 233 240 248 255 263 218 105 I58 110 165 115 1 125 188 5001 -6000 6001 -1000 1001 -8000 105 115 125 158 113 188 120 130 14+0 180 195 210 135 145 155 203 218 233 150 160 110 225 240 255 165 115 185 248 263: 218 180 190 200 210 285 300 195 205 215 293 308 323 8001 - 9000 135 203 150 225 165 248 180 210 195 293 210 315 225 338 GREATER THAN 9000 145 218 160 240 115 263 190 285 .205 .308 220 330 235 353 ruts: u�� CLIMATE ZONE I FOR RESIDENCES THAT EXCEED 8 BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FOR 8 BEDROOMS BY AN ADDITIONAL WINDOW U -VALUE .40 15 CFM PER BEDROOM. THE MAXIMUM CFM IS EQUAL TO 1.5 TIMES THE MINIMUM. DOORS U -VALUE .20 CEILING WITH ATTICS R -38 CEILING VAULTED R -30 ABOVE GRADE WALLS R -21 BELOW GRADE WALLS INTERIOR R -21 BELOW GRADE WALLS EXTERIOR R -10 FLOORS R-30 SLABS R -I0 PRESCRIPTIVE NEATfNCs SYSTEM SIZING PER W,45HINCzTON STATE ENERGY GODS 2001 EDITION CHAPTER 9 MIN. AND I OR MAX. NUMBER OF BEDROOMS: 4 MAX. HEAT SYSTEM SIZE: 2198 SQ. FT. X 20 BTU /NR = 43,96(d BTU OR LESS ALL NEATINCx SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH UNIFORM IBUILDINCx CODE SECTION 310.11 HEATING SYSTEM: MANUFACTURE PER CONTRACTOR VAPOR RETARDERS: FLOOR EXTERIOR T 4Cx PLYWOOD WALLS 4- ''MILL POLY OR PvA PRIMER GEfLINGS 4- MILL POLE' OR PvA PRIMER NOT REQ'D AT CEILING IF 12" OF AIR SPACE . PROVIDED ABOVE INSULATION. VENTILATION SYSTEM SIZING PER TABLE 3 -2 OF THE 2000 V.I.A.Q.G. ImBLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZINCs FAN TESTED CFM AT 0.25 W& MINiMUM FLEX DIAMETER MAXIMUM LENGTH FEET MiNIMIUM SMOOTH IDIAMETER MAXIMUM LENGTH FEET , MAXIMUM 1ELISOU)b (1) 50 4 INCH 25 4 INCH - 10 3 50 5 INCH 90 5 INCH 100 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 $0 4 INCH (2) NA 4 INCH 20 3 80 5 INCH 15 5 INCH 100 3 80 6 INCH 90 6 iNCH NO LiMiT 3 Imo 5 INCH NA 5 INCH 50 ' " ; 3 100 b INCH 45 ro INCH NO LIMiT 3 i 125 6 INCi -1 15 to INCH NO LIMIT j 3 125 1 INCH 10 1 INCH NO LIMIT 3 1. FOR EACH ADDITIONAL ELBOW SUBTRACT 10 FEET FROM LENGTH. 2. FLEX DUCTS OF THiS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. ff • • PRESCRIPTIVE SOURCE SPE CIFIC EXHAUST VENTILATION PER V.i .A.Q.C. SECTION 303.3 LOCATION MIN. i'MAIFACTURE MODEL CFM-2 S 1. ALL STRUCTURAL SOFTWOOD PLYWOOD, PARTICLE - BOARD, WAFER BOARD AND ORIENTED STRAND BOARD ARE STAMPED "EXPOSURE I" 2. RECESSED LIGHTS ARE I.G. RATED, DOUBLE UJALL CAN LIGHTS. PRESCRIPTIVE DES IGN REQUIREMENTS FOR iNTERM I TTENTLI' INTEGRATED FORCED AiR VENTILATION SYSTEMS FOR RESIDENCES FOUR 5TORIE6 OR LE55 MAY COMPLY W!TH V.1.A.Q.C. SECTION 303 AS iNC iCATED BELOW. RESIDENCES DESIGNED TO COMPLY LOTH WITH SECTION 302 SHALL SUBS" 1!T CALCULAT FOR REVIEW AND PER SE.,TION 302 11 SYSTEM C14 4RACTERISTiCS NOT IDENTIFIED BELOW AND CONTINUOUSLY OPERATED SYSTEMS 5HAL L COr - ''PLY WITH SECTION 3014. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS: I. EXHAUST FAN REQUIREMENTS: a. BATHS, LAUNDRIES,t POWDERS-50 CFM 0 0.25" W.G. ID. KITCHENS - - 100 CMF is 0.25" W.G. RANGE HOODS AND DOWN DRAFT RANGES i''1AY BE RATED AT 100CFM AT .i0 Wk's. 2. E XHAUST DUCT REQUIREi'1ENTS: a. BE INSULATED TO R -4 IN UNCONDITIONED SPACES. b. BE EQUIPPED WiTH A BACKDRAFT DAMPER. c. TERMINATE OUTSIDE THE BUILDING. d. COMPLY WITH TABLE 3-3. G. SHALL TERMINATE NO CLOSER THAN 3' FROM OPENABLE COORS OR WINDOWS. E5. DOLE HOUSE VENTILATION REQUIREMENT. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOOMS THROUGH THE FORCED AiR HEATING SYSTEM USING THE FOLLOWiNCs ME THOD. THOD. KITC44EN I0o Ci°M U41RLPC OL Prtomox 100 Ct�M DER RM. B0 C rIm SWAN ss0 84 CFM LA IWRY RM. 50 CFM EMAN 690 84 C RI MST. BATH 50 GAM 9WWAN Sw 84 CRM PE FR5CR i PT i VE WHOLE HOUSE EXHAUST VENT i L A T i ON i SY STEM PER SECT ION 303.4 LOCATION I'" sANUFACTURE MODEL CFi" 1 -.25 WG 50NE5 tP FL. 15ATI4 FLAKT / FANTECN FX 4XL W +CFM 1A SUS PLY VENTILATION SYSTEM INTERGRATED SYSTEM WITH FRESH AIR INTRODUCED INTO RETURN - AIR DUCT WiTH MOTORIZED DAMPER. sic ",owgmAj P G.�t' �.a ur a�c Su�Yrwi�G�(. ' ' Iq�7 ( w ov DOW 9 1, /' C/ 1 -0 • • A Ig o I 110 rW be Almb tD tl10 l00" d w�aic wllboid hlcwNs "m; pAVislo--Nl wal s raw plan �ibtiRfal end meY Mi'�ci�+de addwon=l Plan re�rkw I�e�. r� r.�ry��F n�wri a JUN 2 4 2004 P&Rwrc" R�IEWED FOR CODE COMPLIANCE APPR-OVE AU g 2 5 2004 city Or ----- f Tuk SUILNG �t DIVI�lON ;+ - -. 1 i 4d* 10 lj!i n 0 N - dl> to 43 � nl�dl O ��� s- ip ` m O 3 O,T� a E ta ;b LP2 M 4n Qa 0� LU 04 C4 � O � U 0 1 }- W � � U U u BILE Noe 6088 -EGI SHEET E Coo I 0 KI .1wamov4do- _j ��- .q..",... . r .. ..... c en 10 tj!i TOP OF FOOTING fo" BELOW FND WALL TYPICAL 2 PLACES k �t9TON � 0 43 .... �n �s 9 ta m L a r f o c i u _o pJ Ha Q m z d w O 0 N d N Q O v 7 FILE NOO FOUNDATION PLAN 1/4" =1' - o" O SHEET 1 OF I ; t y ' I+�..adr�.a ✓..... r► d.' .�...c..�..u.a.....•...:icr::. �• ._.r..ir.3�..... ♦ .wLl:tr♦ .' Q'. z. �: 1^. �7- :7R'�'��M "•e'.ri+A✓L�'f"�'�* ' YMMt' M'w/i�M'M+1t�.�wi�4'�iAi��1•.'r a'�M"" 4!�'.r NOTE ADDITIONAL 6TRAPS REQUIRED FOR 3 CAR GARAGE SEE G - -1 I 4x4 POST ON 18" X 18 "x 10" THK. I L X8 w/ (2) 0 4 B.E.W. CONC. PAD F "� - 1 I 4x4 POST ON 2 4 "X2 4 "x 10" THK. I Q I w/ (3 ) 0 4 B.E.W. GONG. PAD L ' ? - 4 j ,11'1(2 SQ. FT. AREA it x.84 50. FT. REQUIRED 150 TrP. VENT 1 "x14" x .15 = .51 SQ. FT. PER VENT" 144 VENTS REQUIRED IA4 15.31 USE MIN. OF 16 VENTS .51 • 6 MIL.. BLACK VAPOR BAR RIER OVER ENTIRE CRAWL AREA. 18" M IN. CLEARANCE UNDER FLOOR JOISTS. 12" MIN. CLEARANCE UNDER BEAMS. • SOL ID BLOCKING OVER SUPPORTS. • ALL FTGS. TO BEAR ON UNDISTERISED SOIL. MINIMUM SOIL 6EARIWx CAPACITY TO BE VERIFIED WITH GEOTECH. REPORT SUPPLIED AT TIME OF SITE SPECIFIC PERMIT. *APPLICANT MUST PROVIDE SITE SPECIFIC SOILS REPORT TO VERIFY ADEQUATE SOIL BEARIWG CAPACITY OF AT LEAST 2000 P.S.F.. • 4x6 POSTS TYP. u BEAM SPLICES. 4X4 POST AT CONT. BMS. • ALL BEAMS TO BE 4x10 D.F. 10 2 UNLESS NOTED OTHERWISE. x SEE SHE L L , SHEET "SI" ♦+ SEE STRAP L , SHEET "Sl" r'i� EF . VEFJ rt Kmj ,4 SUN 2420 44 PER #47- CE NTER CO ED A �� Z52004 A 9 9y1n 1.1E+2 Jn15T9 (DIV/2" X 20'/2" FR IE -OUT FOR FURNACE WARM -AIR DUCT, MECHANICAL CONTRACTOR TO VERIFY SI 4 LOCATION. • M L/ 18" X 24" FRX%*E -OUT FOR CRAWL ACCESS. t ALL FLOOR JOISTS TO IBE 2 X IO W F. 0 2 Igo" O.G. UNLE55 NOTED. - ALL FLOOR JOIST TO BE BLOCKED +® BEARIWS- 4 SEE FNDN. PLAN FOR BEAM SIZES. R � MO�AN�E C0v RPa�l ()V.. p � G 251 pp4 AG �IV15Z�� f'IN nF TjVj�l 4 JUN 2 4 2004 PERT CE MrER v- 'o 5 �• u f 1- �� 25� d7►O � •� O �s � a ie V � � o •o • ` u c O V ItJ �e 'Q e Qm z N Lu � oil O � � = O QC � w � � � z q d w u � FILE NO& 1/4 11 =I I_ o 11 SHEET 2 1 - ... �..,.�. _... .. , ..► ... _ .1 .A` �►»-�s -J� ..o�n*n�nw.,nvr,�w,.r.*.r w.DO� 1�•►•...�+- .rr.r . , �._ _�. Y_r.�+..1....r �.... _.r .I,.. J.� ..r..� �.......(._........ - - � _. _ _. _ _ .. �_ __ ...�. -� .��...�...........�..� .�.— .�.�....�- .rte �..�. _ _ .. _ � ...r+.� � • r��- .r.�+.►�+.+r — _ — _ _ _ ._ �._.. ...�_ — ...- .....�► ._. _.►...._ .- .�.r.«..._ .- f ..� �.. .. .... _. _ .. . v . .. MAIN FLOOR FRAMING PLAN z�� ��0 W � (n -a lD co 9 9y1n 1.1E+2 Jn15T9 (DIV/2" X 20'/2" FR IE -OUT FOR FURNACE WARM -AIR DUCT, MECHANICAL CONTRACTOR TO VERIFY SI 4 LOCATION. • M L/ 18" X 24" FRX%*E -OUT FOR CRAWL ACCESS. t ALL FLOOR JOISTS TO IBE 2 X IO W F. 0 2 Igo" O.G. UNLE55 NOTED. - ALL FLOOR JOIST TO BE BLOCKED +® BEARIWS- 4 SEE FNDN. PLAN FOR BEAM SIZES. R � MO�AN�E C0v RPa�l ()V.. p � G 251 pp4 AG �IV15Z�� f'IN nF TjVj�l 4 JUN 2 4 2004 PERT CE MrER v- 'o 5 �• u f 1- �� 25� d7►O � •� O �s � a ie V � � o •o • ` u c O V ItJ �e 'Q e Qm z N Lu � oil O � � = O QC � w � � � z q d w u � FILE NO& 1/4 11 =I I_ o 11 SHEET 2 1 - ... �..,.�. _... .. , ..► ... _ .1 .A` �►»-�s -J� ..o�n*n�nw.,nvr,�w,.r.*.r w.DO� 1�•►•...�+- .rr.r . , �._ _�. Y_r.�+..1....r �.... _.r .I,.. J.� ..r..� �.......(._........ - - � _. _ _. _ _ .. �_ __ ...�. -� .��...�...........�..� .�.— .�.�....�- .rte �..�. _ _ .. _ � ...r+.� � • r��- .r.�+.►�+.+r — _ — _ _ _ ._ �._.. ...�_ — ...- .....�► ._. _.►...._ .- .�.r.«..._ .- f ..� �.. .. .... _. _ .. . v . .. MAIN FLOOR FRAMING PLAN 1 N =9 1 0 • • ALL BMS. 4 HORS. TO BE 4x10 OF. 0 2 UNLESS NOTED OTHERWISE. • T'I'P. le. TO BE &-1 1/8 ". o SOLID BLOC.KINCs OVER SUPPORTS. • FIRE k3LOCK ALL PLUMBINCs PENETRATIONS. o TOP OF WINDOWS 0 V -10" ABOVE MAIN FLR. UNLESS NOTED OTHERWISE. o TYP. EXT. WALLS TO BE 2xb 0 Ib" O.C. UNLESS NOTED OTHERWISE. • S DETECTORS TO BE NOT WIRED w/ DISCONNECTION SWITCH 4 IBATTERY BACKUP • SMOKE DETECTORS TO BE AUD IN ALL BEDROOMS. • ALL STORAGE AND SPACES UNDER STAIRCASE TO BE FINISHED w/ 5/8" TYPE "X" (s W.B. • HANDRAIL 0 34" - 38" ABOVE TREAD NOSING. • INSTALL FIREPLACE(S) PER MANUFACTURER SPECIFIACTIONS. • 0 DENOTES SOLID BEARINCs UNDER CONCENTRATED LOADS USE (2) 2x6 AT fo" WALLS. USE (2) 2x4 AT 4" WALLS. UNLESS NOTED OTHERWISE. • M DENOTES OBL. CRIPPLE 0 HEADERS OVE LOWa. (TYP.) DOOR BETWEEN HOUSE 4 GARAGE TO BE SOLID CORE w /SELF CLOSINCs HINCsES. • 5/8" TYPE "X" G.W.B. ON HOUSE/GARAGE COMMON WALLS, CEILINGS, POSTS 4 BEAMS. . , • 5/8" T 'X' G.W.B. UNDER STAIRS. • 2x8 BLOCK — 51" FOR THERMOSTAT. o VENT ALL FANS,DRYER EXHAUST TO OUTSIDE i WATER HEATER PER 81 NAECA. 1 i Z HEAT ELEMENTS TO BE 18" ABOVE CONCRETE SLAB. 3 OUTSIDE AIR DUCT ' f 4 24 x 30" CRAWL SPACE ACCESS E� F pN (L�G�OM 5 PROVIDE 2X10 DIAL. BLKCs AT 36" ABOVE NOSINCs EXTEND 12" BEYOND HANDRAIL AT TOP AND BOTTOM 'DIRECT VENT' GAS FIREPLACE, INSTALL PER MANUFACTURERS SPEC., PREFAB. F.P. TO BEAR THE STAMP OF AN APPROVED TESTING LAB. PROVIDE 6 OUTSIDE AIR, HEARTH PER BUILDER/OWNER. WATER HEATER TO BE ANCORED TO RESIST HORIZONTAL D DISPLACEMENT DUE OT EARTHQUAKE MOTION PER ISSI UPC 510.5 r STRAP HWT AT UPPER ONE-THIRD AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSION. GARAGE SLAB DROP OF MORE THAN 30" FROM MAIN FLOOR 8 TO GARAGE SLAB, REVISE GARAGE DOOR HE IGHT FROM 1'-0" TO V-0". RD 0 Ju q Z c) � 0 Q�� Jc dq> to -;V F = fi %j 9 V E li! �a Qs Qm r, �� p Cry �'�Wir a � 4 � Z Q A 0q V/ n, 7r TL O O O u = w V FILE NO. -� MAIN FLOOR • 1155 $Q. FT. M f l=Lo4N UPPER FLOOR a TOTAL a 10 21W SGQ, FT. 60. FT. - IN - - GARAGE ae 445 SQ. FT. 1/4 �r SHEET 3 1 OF w..�- ,..•. �. .�.,M� ^�..y.�. ��.4 ./r"�'�.,�.. . ��y w ,.,., �,/ M► , I.,�•1w.wl�/Y�.�•.Yi�l���.•� - . ..4�V +.'Rf�• n /4 [BUILT UP POs TO ABVf SEE DETAIL) TYP. iOE C � PUG 2 5 Zpp4 c�N 01.1 p wo IV15Z� N BU11.O 'A N 0 so • ALL 'FLOOR JOIST5 TO BE 2x10 AT 16" OC • ALL FLOOR JOi5T TO SE BLOCKED AT BEARIWs_ • MIN. 2" BEARING a END OF JETS. 2X6 STUDS IN UPPER ENTRY 0 16 O.C. -r-- 2X10 BLOCKING O L B. TOP 1E. 2X6 STUDS IN ENTRY /GARAGE is I6 11 O.G.. " • EtNTRY i 4 1/2 =I' -0 STUB BACK TRUSSES a 24" O.G. GARAGE CTION 0 Tai •�0 > �n 44 � c!1 � O � U CPS �►.� u q 42 • 'Q e Q m riiy�F Ery nmw�, JUN 24120 IL Its �� VJ O O O LL W V :3 OPT. BEN I= AN FILE NO& 4. A .ti �'7. !.• T ., ., .. ,� 1a- -•r `+v► L�wi*w► o,.. M�+l�►�+ w�..w.Mw � �, ww�....NON.w Uf=f,= R FLOOR I=RAM ING PLAN 9 f • r t Tai •�0 > �n 44 � c!1 � O � U CPS �►.� u q 42 • 'Q e Q m riiy�F Ery nmw�, JUN 24120 IL Its �� VJ O O O LL W V :3 OPT. BEN I= AN FILE NO& 4. A .ti �'7. !.• T ., ., .. ,� 1a- -•r `+v► L�wi*w► o,.. M�+l�►�+ w�..w.Mw � �, ww�....NON.w Uf=f,= R FLOOR I=RAM ING PLAN • /i /I Y 3 (LE`n�OMP i:� 'not 2 5104 c � FIREBL BETWEEN STUD LIMIT SHOWER FLOW TO 2.5 G.P.M. • WALLS SHALL BE WATERPROOF TO MIN. 10" ABOVE DRAIN INLET. 3 • ALL GLAZIWG INCLUDIWs WINDOWS WITHIN 10" OF DRAIN INLET TO BE SAFETY GLASS. • A VAPOR BARRIER SHOULD NOT BE INSTALLED BEHIND WATERPROOF G.W.B. AT TUBS AND SHOWERS PER SEC. 302.4, EXCEPTION 3. i • ALL BMS. t HD RS. TO BE 4X8 OF. 0 2 UNLESS NOTED OTHERWISE. ; • SMOKE DETECTORS (w /BATTERY BACKUP) ON CEIL.INCs OVER DOOR TYP. IN ALL BEDROOMS. SMOKE DETECTORS TO BE AUDIBLE IN ALL BEDROOMS. TYP. fP TO BE V Ids ". SOL ID BLOCKIWs OVER SUPPORTS. • FIRE BLOCK ALL PLUMBING% PENETRATIONS. • TOP OF WINDOWS a V ABOVE MAIN FLR. UNLESS NOTED OTHERWISE. • TTP. EXT. WALLS TO BE 2x6 w 16" O.C. UNLESS NOTED OTHERWISE. • SMOKE DETECTORS TO BE AUDIBLE IN ALL BEDROOMS. • ALL STORACsE AND SPACES UNDER STAIRCASE TO BE FINISHED w/ 5/8 TYPE X G.W.B. • HANDRAIL it 34" - 38" ABOVE TREAD NOSING%. • INSTALL FIREPLACE(5) PER MANUFACTURER SPECIFIACTIONS. • 0 DENOTES SOLID BEARIW -z UNDER CONCENTRATED LOADS USE (2) 2x6 AT b" WALLS. USE (2) 2x4 AT 4" WALLS. UNLESS NOTED OTHERWISE. • VENT ALL PANS,DRYER EXHAUST TO OUTSIDE I 22" x 30" ATTI ACCESS (�) WHOLE HOUSE FAN Y.T.0.5. 3 TUB DECK HEIGHT 20" ABOVE FLOOR 1/2" DRYWALL AT VANITY WALL AND 1/2" CEMENT BD AT TUB DE x - SEE s+-1E L LECAM, SHEET *Sim SEE STRAP LECAMo SHEET %IN Ul � 0 Q3 lu to ^' ct� a... — a %.. 9 30 �vps.. vt p � a t ' Ep 5 -- lv 4 U a .• W �a 4a Qcq rylyRni i�VED Mky UN Z 4 ?004 ER�T CENTER Lu V/ M� O O A = LL 0 � n 1� w U u lu FILE NOO UPP FLOOR I=L 1/4 II = 1 ' _ 0 II 4 op i; I SWEET OF 5 i t m , (LE`n�OMP i:� 'not 2 5104 c � FIREBL BETWEEN STUD LIMIT SHOWER FLOW TO 2.5 G.P.M. • WALLS SHALL BE WATERPROOF TO MIN. 10" ABOVE DRAIN INLET. 3 • ALL GLAZIWG INCLUDIWs WINDOWS WITHIN 10" OF DRAIN INLET TO BE SAFETY GLASS. • A VAPOR BARRIER SHOULD NOT BE INSTALLED BEHIND WATERPROOF G.W.B. AT TUBS AND SHOWERS PER SEC. 302.4, EXCEPTION 3. i • ALL BMS. t HD RS. TO BE 4X8 OF. 0 2 UNLESS NOTED OTHERWISE. ; • SMOKE DETECTORS (w /BATTERY BACKUP) ON CEIL.INCs OVER DOOR TYP. IN ALL BEDROOMS. SMOKE DETECTORS TO BE AUDIBLE IN ALL BEDROOMS. TYP. fP TO BE V Ids ". SOL ID BLOCKIWs OVER SUPPORTS. • FIRE BLOCK ALL PLUMBING% PENETRATIONS. • TOP OF WINDOWS a V ABOVE MAIN FLR. UNLESS NOTED OTHERWISE. • TTP. EXT. WALLS TO BE 2x6 w 16" O.C. UNLESS NOTED OTHERWISE. • SMOKE DETECTORS TO BE AUDIBLE IN ALL BEDROOMS. • ALL STORACsE AND SPACES UNDER STAIRCASE TO BE FINISHED w/ 5/8 TYPE X G.W.B. • HANDRAIL it 34" - 38" ABOVE TREAD NOSING%. • INSTALL FIREPLACE(5) PER MANUFACTURER SPECIFIACTIONS. • 0 DENOTES SOLID BEARIW -z UNDER CONCENTRATED LOADS USE (2) 2x6 AT b" WALLS. USE (2) 2x4 AT 4" WALLS. UNLESS NOTED OTHERWISE. • VENT ALL PANS,DRYER EXHAUST TO OUTSIDE I 22" x 30" ATTI ACCESS (�) WHOLE HOUSE FAN Y.T.0.5. 3 TUB DECK HEIGHT 20" ABOVE FLOOR 1/2" DRYWALL AT VANITY WALL AND 1/2" CEMENT BD AT TUB DE x - SEE s+-1E L LECAM, SHEET *Sim SEE STRAP LECAMo SHEET %IN Ul � 0 Q3 lu to ^' ct� a... — a %.. 9 30 �vps.. vt p � a t ' Ep 5 -- lv 4 U a .• W �a 4a Qcq rylyRni i�VED Mky UN Z 4 ?004 ER�T CENTER Lu V/ M� O O A = LL 0 � n 1� w U u lu FILE NOO UPP FLOOR I=L 1/4 II = 1 ' _ 0 II 4 op i; I SWEET OF 5 i t ATTIC VENTILATION: FA-ftl 2x4 RAFTERS luz U J �� I QLL �Y /gat\ 1 *611. � �J I I I I I I I I I N�--LOGATE ATTIC ACCESS TO I MAINTAIN MINIMUM 30" CLEAR I HEADROOM ABOVE. Rat oMP�N E CoD ONE FU"L SCEEN VENT NORWESCO E322 OR EQUAL FLAT SOFFIT LINE SEE FLOOR PLANS FOR 5EAt'*l44DR SIZES ROOF F:l;RAMlNrs PLAN 1/4" = I _ 0 11 ppPR4 pfd 25 10p G1cV kG VENTED BLOCK (3) 2" ♦ HOLES WITH 1 /4" WIRE AT r' E W TRUSS SPACE UNLESS NOTED « FULL SCREEN vENL PER NORWESCO E322 MONDERI ZED EVER VENT PART NO. 556011 WITH 1 /4" WIRE MESH AS NOTED EACH AF -50 ROM VENT = (WX50 5Q IN.) --211 5F. 144 .EACH FULL SCREEN VENT = (WX35X225) =.43 5F. 144 F3 VENT I L AT I ON = A (SF.) a 60. FT. REOI D ( 300) G Q CsABLE VENTS (TOTAL 50. IN.) (05) ra SQ. FT. l 144) D ' ROOF VENTS = ( 3X5) - C NO. RF50 VENTS 211 E • " EAVE VENTS = A (S.F.) = A = NO. 3 HOLE EAVE VENTS 3 HOLES (30OX2X.05.) 30 i F " « FULL SAVE VENTS (BX .5- (XX.OB) = NO. FULL SCREEN EAVE VENTS SOLID SCREEN x.43 X = A SAVE VENTS • VENTED BLOCKING OVER SUPPORTS. 4 • ROOF OVERHANGS TO BE 18" W✓ 12" AT 01 U.O.N. • ROOF PITCHES TO BE 662 UNLESS OTHERWISE NOTED. • SKYLIGHTS ON 2x& CURB - SAFETY GLA55 SKYLIGHTS TO CONFORM TO U56 SECTION 2409 • TRUSSES t 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 PROCEEDINGS. is= • ALL TRUSSES SHALL CARRY MANUFACTURES STAMP. • ALL TRUSSES SHALL BE INSTALLED E BRACED TO MANUFACTURS SPEC IF I CATIONS. . TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OR ENGINEERING CALCULATIONS. • ALL TRUSSES SHALL HAVE DESIGN DETAILS 4 DRAWINGS ON SITE FOR FRAMIWz INSPECTION. • ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURE. • TRU55 DRAWINGS TO BE STAMPED AND SIGNED BY A LICENSED WASHINGTON STATE STRUCTURAL ENG=INEER. • TRUSSES SHALL BE MANUFACTURED IN A PLANT APPROVED UNDER THE REQUIREMENTS OF SECTION 1101.1. EACH TRUSS SH BEAR THE QUALITY CONTROL STAMP (SECTION 23111o) AS WELL AS MANUFACTURINGs PLANT'S NAME /ADDRESS, DESIGN LOAD AND MAXIMUM SPACING:. • APPROVED HANGERS SHOULD BE USED AT ALL CONNEC I TONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES_ • LIGHT METAL PLATE CONNECTORS TO HAVE FIELD AND GIRDER IDENTIFCATION. INFORMATION BRANDED, MARKED, OR OTHERRWISE PERMANENTLY AFFIXED TO EACH TRUSS SHALL CONTAIN THE FOLLOWINGS: A. IDENTIFICATION OF THE TRUSS MANUFACTURINCs COMPANY. B. THE DESIGN LOAD. C. THE TRUSS SPACING=. • ALL ROOF TRUSSES SHALL BE SO FRAMED AND TIED INTO THE FRAMEWORK AND SUPPORTIWz WALLS SO AS TO FORM AN INTEG=RAL 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 BRACI SHALL BE USED TO BRACE ALL ROOF TRUSSES. + ROOF TRUSSES SHOULD BE SUPPORTED LATERALLY AT POINTS OF EBEARINC2 B SOLID BLOCKING TO PREVENT ROTAION AND LATERAL DISPLACEMENT. THEY SHOULD ALSO OE BLOCKED AT THE RIDGE TO RESIST WIND SUCTION ON THE SHEATHING. SECTION 2326.128. 4to 0 132 0 z�� u�0 Q�� �wv r .00 Jv� emu o� Fro ' > . & o' , 1 N lU �0 '4 e QED N 2 4 2 00q T � � z O � z � w w V FILE NO: SHEET ( Al OF 'o VDI TILATICN GA BLE #�1r � 6....+i...�.A:T.. -y.. x. .�. �. _ H :'..� �.. T' .. .' "I'' . .. . wy� / ♦. �,; •. �'. r .!i �,+/~!�'��{ y( /AF��fN1 +�MM/'41M/r/4M�i�' !S'M � ' AC L I . " MIN. # MIN. OESCRI PT ION ARE A REO'D VENT AREA SAVE VENT 1000E YNTS SAVE MaE M101. R L.L EA KEY il ►i l► ►I I► IIc:> ►► fir= 11 li,= i / EAA _ 1 UPPER ROOF 1132 SF. 3.1'1 SF. 0 of. 31 1 31 0 Z L I VINCs /ENTRY 234 SF. .18 BF. O GF. 1 2 i 312 SF. 1.04 5F. 0 OF. 19 2 10 O VENTED BLOCK (3) 2" ♦ HOLES WITH 1 /4" WIRE AT r' E W TRUSS SPACE UNLESS NOTED « FULL SCREEN vENL PER NORWESCO E322 MONDERI ZED EVER VENT PART NO. 556011 WITH 1 /4" WIRE MESH AS NOTED EACH AF -50 ROM VENT = (WX50 5Q IN.) --211 5F. 144 .EACH FULL SCREEN VENT = (WX35X225) =.43 5F. 144 F3 VENT I L AT I ON = A (SF.) a 60. FT. REOI D ( 300) G Q CsABLE VENTS (TOTAL 50. IN.) (05) ra SQ. FT. l 144) D ' ROOF VENTS = ( 3X5) - C NO. RF50 VENTS 211 E • " EAVE VENTS = A (S.F.) = A = NO. 3 HOLE EAVE VENTS 3 HOLES (30OX2X.05.) 30 i F " « FULL SAVE VENTS (BX .5- (XX.OB) = NO. FULL SCREEN EAVE VENTS SOLID SCREEN x.43 X = A SAVE VENTS • VENTED BLOCKING OVER SUPPORTS. 4 • ROOF OVERHANGS TO BE 18" W✓ 12" AT 01 U.O.N. • ROOF PITCHES TO BE 662 UNLESS OTHERWISE NOTED. • SKYLIGHTS ON 2x& CURB - SAFETY GLA55 SKYLIGHTS TO CONFORM TO U56 SECTION 2409 • TRUSSES t 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 PROCEEDINGS. is= • ALL TRUSSES SHALL CARRY MANUFACTURES STAMP. • ALL TRUSSES SHALL BE INSTALLED E BRACED TO MANUFACTURS SPEC IF I CATIONS. . TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OR ENGINEERING CALCULATIONS. • ALL TRUSSES SHALL HAVE DESIGN DETAILS 4 DRAWINGS ON SITE FOR FRAMIWz INSPECTION. • ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURE. • TRU55 DRAWINGS TO BE STAMPED AND SIGNED BY A LICENSED WASHINGTON STATE STRUCTURAL ENG=INEER. • TRUSSES SHALL BE MANUFACTURED IN A PLANT APPROVED UNDER THE REQUIREMENTS OF SECTION 1101.1. EACH TRUSS SH BEAR THE QUALITY CONTROL STAMP (SECTION 23111o) AS WELL AS MANUFACTURINGs PLANT'S NAME /ADDRESS, DESIGN LOAD AND MAXIMUM SPACING:. • APPROVED HANGERS SHOULD BE USED AT ALL CONNEC I TONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES_ • LIGHT METAL PLATE CONNECTORS TO HAVE FIELD AND GIRDER IDENTIFCATION. INFORMATION BRANDED, MARKED, OR OTHERRWISE PERMANENTLY AFFIXED TO EACH TRUSS SHALL CONTAIN THE FOLLOWINGS: A. IDENTIFICATION OF THE TRUSS MANUFACTURINCs COMPANY. B. THE DESIGN LOAD. C. THE TRUSS SPACING=. • ALL ROOF TRUSSES SHALL BE SO FRAMED AND TIED INTO THE FRAMEWORK AND SUPPORTIWz WALLS SO AS TO FORM AN INTEG=RAL 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 BRACI SHALL BE USED TO BRACE ALL ROOF TRUSSES. + ROOF TRUSSES SHOULD BE SUPPORTED LATERALLY AT POINTS OF EBEARINC2 B SOLID BLOCKING TO PREVENT ROTAION AND LATERAL DISPLACEMENT. THEY SHOULD ALSO OE BLOCKED AT THE RIDGE TO RESIST WIND SUCTION ON THE SHEATHING. SECTION 2326.128. 4to 0 132 0 z�� u�0 Q�� �wv r .00 Jv� emu o� Fro ' > . & o' , 1 N lU �0 '4 e QED N 2 4 2 00q T � � z O � z � w w V FILE NO: SHEET ( Al OF 'o #�1r � 6....+i...�.A:T.. -y.. x. .�. �. _ H :'..� �.. T' .. .' "I'' . .. . wy� / ♦. �,; •. �'. r .!i �,+/~!�'��{ y( /AF��fN1 +�MM/'41M/r/4M�i�' !S'M � ' 12" ONE FULL SCEEN VENT NORWE SCO E 32 2 OR EQUAL i \ FLAT SOFFIT LINE OF F PL N '8' 1/41 =1 1 -0 11 FLOOR FLANS FOR BEAMA4DR SIZES 12" ATTIC: VENTILATIONO 0 VENTED BLOCK (3) 2" 0 HOLES WITH 1 /4" WIRE "AT EACH X755 SPACE UNLESS NOTED * EULL_WREEN ANTS PER NORWESCO E322 150NDERIZED EVER VENT PART NO. 556011 WITH 1/4" WIRE MESH AS NOTED EACH AF -50 ROOF VENT = (80X50 60. IN.) =.211 5F. 144 EACH FULL SCREEN VENT = (WX35X225) =.43 SF. 144 E3 a VENTILATION= A ( S.F.) REQ' D ( 300 ) = 90. FT. Z � U (� Lu 10 to m a u -0 'D $. > > ion �_ 13 -- •� ° 5 to L� p lu CLIO V ~ iz " a - t - f p — C GABLE VENTS (TOTAL SQ IN.) (05) = SO. FT. (144 ) D Q • ROOF VENTS = (BX5) - C " NO. W50 VENTS .2 E • EAvE VENTS = A (SR) A = NO. 3 HOLE EAVE VENTS 3 HOLES (300X 2 X 05) .30 F = * FULL EAvE VENTS = (B X .5 ) - (X X .05) = NO. FULL SCREEN E AVE VENTS SOLID SCREEN .43 X • AVAILABLE EAvE VENTS i R / EWMP�pNGE CODE�o InVED pP� p �� 2 5100 GAY �Zu�510N gUI�O1NG D • VENTED E3LOCKIWx OVER SUPPORTS. • ROOF OVERHANGS TO BE 12" AT OVEIRMAME AND 9" R3AF TON o s ROOF PITCHES TO BE 6/I2 UNLESS OTHERWISE NOTED. • SKYLIGHTS ON 2 xb CURB - SAFETY GLASS SKYLIGHTS TO CONFORM TO UBS SECTION 2409 • TRUSSES t RAFTERS SHALL 5E 24" O.G. UNLESS OTHERWISE NOTED. • ALL BEAMS AND HEADERS TO BE VERIFIED WITH STAMPED ENGINEERING CALCULATIONS. THIS OFFICE MUST BE NOTIFIED WITH ANY VARIATIONS IBEFORE PROCEED t LAft- o ALL TRUSSES SHALL CARRY MANUFACTURES STAMP. . ALL TRUSSES SHALL BE INSTALLED 4 BRACED TO MANUFACTURE SPECIFICATIONS. . TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OR ENGINEERING= CALCULATIONS. • ALL TRUSSES SHALL HAVE DESIGN DETAILS t DRAWINGS ON SITE FOR FRAMING INSPECTION. • ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURE. • TRUSS DRAWINGS TO BE STAMPED AND SIGNED BY A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER. • TRUSSES SHALL BE MANUFACTURED IN A PLANT APPROVED UNDER THE REQUIREMENTS OF SECTION 1101.1. EACH TRUSS SHALL BEAR THE QUALITY CONTROL STAMP (SECTION 231116) 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 OTHERRWISE PERMANENTLY AFFIXED TO EACH TRUSS SHALL CONTAIN THE FOLLOWING: A. IDENTIFICATION OF THE TRUSS MANUFACTURING COMPANY. B. THE DE51CsN LOAD. C. THE TRUSS SPACING. • ALL ROOF TRJ55ES SHALL BE 50 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 15EFORE ANY LOAD 15 PLACED UPON THE TRUSS. DI AGONAL AND SWAY 13RACINCs SHALL BE USED TO BRACE ALL ROOF TRUSSES. • ROOF TRUSSES SHOULD BE SUPPORTED LATERALLY AT POINTS OF BEARINCs BY 50LID BLOCKING TO PREVENT ROTAION AND LATERAL DISPLACEMENT. THEY SHOULD ALSO BE BLOCKED AT THE RIDGE TO RESIST WIND SUCTION ON THE SHEATHING:. SECTION 2326.12.8. , W F' " 4e Qm m Z r�ryRnF ENEO JU N 2 4 2004 w cEN 'R/ � z O � FILE NOO .� SWEET ( of: 111 BL � � D E SCR I PT I ON ARE A RE Q VENT ARE EAvE vEN W vBV rs E ASE FULL EA KE Y 11 I'm= II 11 4 : 11 11><11 ��� �� 1iE it 11f= 11 �c > UPPER ROOF 1132 SF. 3.11 SF. O SF. (o9 1 3� 0 Z LIVING /ENTRY 234 Sf. .18 SF. 0 SF. 1 2 .S # 3 C Fe,,4� E 312 5f. 1.04 5F 1 0 SF. IS ? 10 0 VENTED BLOCK (3) 2" 0 HOLES WITH 1 /4" WIRE "AT EACH X755 SPACE UNLESS NOTED * EULL_WREEN ANTS PER NORWESCO E322 150NDERIZED EVER VENT PART NO. 556011 WITH 1/4" WIRE MESH AS NOTED EACH AF -50 ROOF VENT = (80X50 60. IN.) =.211 5F. 144 EACH FULL SCREEN VENT = (WX35X225) =.43 SF. 144 E3 a VENTILATION= A ( S.F.) REQ' D ( 300 ) = 90. FT. Z � U (� Lu 10 to m a u -0 'D $. > > ion �_ 13 -- •� ° 5 to L� p lu CLIO V ~ iz " a - t - f p — C GABLE VENTS (TOTAL SQ IN.) (05) = SO. FT. (144 ) D Q • ROOF VENTS = (BX5) - C " NO. W50 VENTS .2 E • EAvE VENTS = A (SR) A = NO. 3 HOLE EAVE VENTS 3 HOLES (300X 2 X 05) .30 F = * FULL EAvE VENTS = (B X .5 ) - (X X .05) = NO. FULL SCREEN E AVE VENTS SOLID SCREEN .43 X • AVAILABLE EAvE VENTS i R / EWMP�pNGE CODE�o InVED pP� p �� 2 5100 GAY �Zu�510N gUI�O1NG D • VENTED E3LOCKIWx OVER SUPPORTS. • ROOF OVERHANGS TO BE 12" AT OVEIRMAME AND 9" R3AF TON o s ROOF PITCHES TO BE 6/I2 UNLESS OTHERWISE NOTED. • SKYLIGHTS ON 2 xb CURB - SAFETY GLASS SKYLIGHTS TO CONFORM TO UBS SECTION 2409 • TRUSSES t RAFTERS SHALL 5E 24" O.G. UNLESS OTHERWISE NOTED. • ALL BEAMS AND HEADERS TO BE VERIFIED WITH STAMPED ENGINEERING CALCULATIONS. THIS OFFICE MUST BE NOTIFIED WITH ANY VARIATIONS IBEFORE PROCEED t LAft- o ALL TRUSSES SHALL CARRY MANUFACTURES STAMP. . ALL TRUSSES SHALL BE INSTALLED 4 BRACED TO MANUFACTURE SPECIFICATIONS. . TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OR ENGINEERING= CALCULATIONS. • ALL TRUSSES SHALL HAVE DESIGN DETAILS t DRAWINGS ON SITE FOR FRAMING INSPECTION. • ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURE. • TRUSS DRAWINGS TO BE STAMPED AND SIGNED BY A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER. • TRUSSES SHALL BE MANUFACTURED IN A PLANT APPROVED UNDER THE REQUIREMENTS OF SECTION 1101.1. EACH TRUSS SHALL BEAR THE QUALITY CONTROL STAMP (SECTION 231116) 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 OTHERRWISE PERMANENTLY AFFIXED TO EACH TRUSS SHALL CONTAIN THE FOLLOWING: A. IDENTIFICATION OF THE TRUSS MANUFACTURING COMPANY. B. THE DE51CsN LOAD. C. THE TRUSS SPACING. • ALL ROOF TRJ55ES SHALL BE 50 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 15EFORE ANY LOAD 15 PLACED UPON THE TRUSS. DI AGONAL AND SWAY 13RACINCs SHALL BE USED TO BRACE ALL ROOF TRUSSES. • ROOF TRUSSES SHOULD BE SUPPORTED LATERALLY AT POINTS OF BEARINCs BY 50LID BLOCKING TO PREVENT ROTAION AND LATERAL DISPLACEMENT. THEY SHOULD ALSO BE BLOCKED AT THE RIDGE TO RESIST WIND SUCTION ON THE SHEATHING:. SECTION 2326.12.8. , W F' " 4e Qm m Z r�ryRnF ENEO JU N 2 4 2004 w cEN 'R/ � z O � FILE NOO .� SWEET ( of: 14"x18') GA15LE VENT 6i IAKES a0 �c4 5/4 "X8" TRI UPPER FL. 'fE. IBEVEL SIDING= 5/4 "X8" TRI 12 UPPER FLOOR Oft MAIN FL. R?. WRAF' TOP OF COL. WITH 5/4 x 8 — �ao MAIN FLOOR r 1\ 5/4 "x8" 15A w/ 1x2 TRIM COMPOSITION ROOF ING KEYSTONE METAL GUTTER o/ � 1 xb FASCIA �--� 14 "x18" GABLE VENT SEE SIDE "EL" loom 0 - � — i — z 6I 1X& TRIM A50VE WINDOWS (TYP.) IX4 SIDE TRIM (TYP.) � IX4 1IX3 CORNER TRIM L T6)Cs 2X3 BEI/EL OVER IX4 TRIM w o�o�,o�oo o�000000 FRONT EL TI ON 5/4 "X8" Tcl" s 1 1/4" x 10" L IGs� IT BLOCK REVIEWED FOR C • ODE COMPLIANCE APPROVED AUG 2 5 2004 )NE -0 11 5/4 "X8" SIDES x 10" t!T FACE 4 FL AN O I u�0 *j uiv W� �m "v : 49d At 2 346 0 ip 0 hA o � �' �� � ..• Q O is � •�-� s f lU �e Qs cq r T,RECEIyED � "` ^^qwnn JUN 2 4 2 004 PenwT c£NTEF (L V/ O N ■Y w U Z O �4 } w FILE NO: IRIC%HT ELEVATI 'A' 1/4" =1' -0" i 1 i 5 /4 " FWW !— N OF 1i SHEET OF ,R. . -,• - .. .. .. t .. .� .., .•+ ...I• R, �I... .r/ti "'#•+�".d►��/�•rwA /s•Yr +': �1+.�+�r a:eM'ra�l.. •.,�" 12 12 �O r 5/4 "x8" BARCsE 50ARD COMPOSITION ROOFING w/ Ix2 TRIM 'METAL GUTTER 6/4 "X8" TRIM - KEYSTONE UPPER FL. fE. o/ Ixb FASCIA J x I I I 1Xb TRIM ABOVE WINDOWS CTl'P.1 BEVEL IX4 SIDE TRIM (TYP.) SIDING � IX4 1IX3 CORNER TRIM TSCs ip 2X3 BEVEL OVER IX4 TRIM 5 /4"XS" TRI 12 12 UPPER FLOOR � SEE SIDE 11 EL " 6 � MAIN FL. 1E. 5/4•• x 8•• '1 I/4" X 1011 TRIM \ � � LIGHT BLOCK MAIN FLOOR T ELEVATI 5/4" PWIU �— 12 12 COMPOSITION ROOFING lB KEYSTONE 3/411 z I 5 /4 "XS" SIDES 5/4 FRONT FACE COLUMN PLAN / 3/4�� = I • _��� FOR _IANCE Ukwi DIVISI armoo" somm �dil 'o is!i I Z v c� tl�0 J'a > r► 43� ui 4 724_ �1 O 3 O s do go go ,0.& a- -& T tA l' I t i E 1!J �o 4s M "`n� N2 4 2004 T CENreR -^ V/ O N v N Z O H } W LU FILE NO: 6288 -18 T ELEVATION SHEET �..�..�� __ ��.. «..«.�,� «_.� ..�- ..«._ «��...�___ �. r..- .. ..... �.. r..r _. �..�........,.. ......�. .. .. .. �. � � .� ... ♦ .. . t. .. �; ^� r� • . � ., •• � ♦ ...i , ,, ; f.. . ':nr'�M.� .1.M���r�''�..! ?. r�w/►M.� �v F.���MP'��'�f�+�Jh��t't '1� iz T*. i • Z n 8 v Lu cA (f�Jd) d 2 �o,� 9 u 2 u � 9 V g i s O O •! �0 0 > 51.. 8 w _ lil RE R EL VATION on I n n Q a u w rA� d) 1J.1 li! 1 U d) } W J 111 FILE NO* LEFT ELEVATION 'A' 1/4 1 - COMPOSITION ROOFING: METAL GUTTER c/ Ix6 FASC i A - 12 6 5 /4"x8ii BARGE w/ 1x2 TRIM 18 "x24" G.E. VENT METAL GUTTER o/ Ix6 FASCIA BEVEL SIDING BEVEL SIDIPIG FOR �IEWr DPLIAN E CO APP!R AUo 2 5 2004 am—map CAW of TW011e BUILD 12 14-1/2 12 6� JUN q 420 04 P,ERkwT ENTER SHEET 10f: r��r r ,i1�i11�u��rr1Yr�����/iY/dl���A ��ui _ _ _ _ fr��r�� .r -. .r .�.....,. �- _- ......._ ... r..... .... .. .•. ... .. • -r , r .�,.V. _��eY�au.:......�.Ti. .�11.1`x :"7i'f_ •, .. f w .• •V.. � •� -�^ .+tl <�. • eL'+/ s•• P1'Y'I^lM�M ^..,7MR -iY• •+Mw M�'�.rMrr ��lr•�rw� +1r1�'rr�'VD"a�...•yr ,. - ".1r'. �� .�;�ar. •- •�+t'+�+ HFORFM Fl ;P 11FDF=F Q F 1 fP w -4 �0 z ��r 4 0 4 is �2 12 c4 (UPPER FL. R UPPER FLOOR MAIN FL. fP—. �cA MAIN FLOOR \ I T.��. REAR EL Ev,4TION '8' UPPER FL. FE. 1/411 = I 1 � 011 iz UPPER FLOOR 11 4 MAIN FL. F- 5/4 "x8" BARGE w/ Ix2 TRIM ' 0 n n Z am J F u w 14% i N lU I 1k/ w �C d z u rE d) Z F:ILE NO: MAIN FLOOR LEFT ELEVATION 1 /4" 1 0I1 COMPOSITION ROOFING METAL GUTTER o/ Ix6 FASCIA BEVEL SIDING • t pp. = j i d . !e - 2 S b g 75 --t 5 2 s - E A CL T Q. �o nV V Q_0m C so W �a Qs l 1�{ A 242 04 REVIEWED FOR CODE COMPLIANCE APPROVED AU6 2 5 2004 City 0�- BUILDING DIVISION SHEET 5E3 I OF: •w �. ..:.+ .rr - —... -- L.•J�.1:+�►.t._ ..._ .._...._ .. .4^� •. i 1"s ! r '• �. - .J.� . _ .r ... - a .�. �' + <� a1iM� r.... /! ^fie ^::a.._ .+rr.,�w�!' +vlMd• 9M�'_�*� +�Iwn,��• `v" _.1/MMiiW► 1'wiV'' +'M►. ��•«s•r ..w,yrc �. ...,. Rte. .!�-.r 7 L AT ROOF TO WALL- "x5" x 10 FT METAL FLASHING '1'PICAL. AT ROOF TO WALL :ONNECTION STEPPED ROOF TO UJALL i 1/2 "x3 1/2" x I FT METAL :LASHING INTERLOCK WITH ZOOF ING ROOF RAFTER PROOF S H E ATHING TERIOR WALL 134 FLASHING DETAIL 11=11.011 I , 9 a 3/4 5/8 T' "X" G L PANEL ( 2 ) 2 x I AT E� 2x4F TREAT 5 /8 " A SE CTION 1 x2 TRIM 2 I14 11 1 BEVEL SIDING 2�i * STUDS � � � SNEATNIN 1X11 G.UJ.B. ` 3 1 / 4 n PANEL BOX INTERIOR GLE AR FLAN 26 ELECTRICAL METER e j 3 /4 ,t `A 6 O 2x4 NAILS ( el U I I /8' . ^ X111 /4" 1 1/4" TO 2 CONT. HANDRAIL 34 " TO 38 ABOVE NOSING %" TYPE 'X' G-LUB. 0 AREA BENEATH STAIRS 2X FIREBLOGKING +� z TOP 4 BTM. OF RUN * FIREBLKG. REOV. ALONG STRINGER 15E TWE EN EA. STUD (3) 2X12 STAIR JACKS NOTES. 2X4 THRUST BLOCK RI HE IGHTS 4 TRE AD RUNS NOT TO V ARY MORE THAN 3/8" WITHIN ANY FLIGPT OF STAIRS. IF STRIWxER SPACING: IS GREATER THAN 16" O.C. PROVIDE C2) LAYERS OF TYPE 'X' G.W.B. UNDER STAIRS. STAIR SEOTION DETAIL. 0 ,4 21l_ oIt 5/8" WHEN — FRAMING AT 24 O.G. FINISH EDGE . . - - - -- OVERHANG 3/8" TO MAX. 1/2" 5/8 G.W.B. U BEAD City Of Tukwila BUILDING DIVISION 12" TYP. VENTED BLOCK w/ BAFFEL -METAL GUTTER m ►m ASTRAL zd ENTRY DETAIL d*1 '6 U -4 d 8 �wv �r , tom �m14 u Z $ ` Fs 4.- 0 - 9 �.., o T t gD � V V -Goa u� o , s- EL L rs- L _ i1 �U0� IU a °ee nm� O U N w TL 04 � � a u BILE NO: ii .. . — � .� -w.w� .�. _ _t.rr • _ _..... �rY..... a •+sii.".fr :K'..:.. -.�l 'I� 7iL' MLS7��aM+rM�:� �"' S+i1'. '"3��!. � Mi�:+���a .+ w: �r► .i�'�.+rYlf►'�Kr.,.rr:...�wiM' °""tip w�.�►+M r; V M'.... . 7 • ..+tea *.. �w+ . ,-�..� . ,a,,..,.. 1/2" 055 FRAMING 05L TOP PLATE Tv OPENING DBL3 /4 "OSB RO49W24D 3'1113 " 1 E STUB 05B ' INTO Tv VAPOR BARRIER 1B-U1Lc>1NG SECTION ( ' A ' 1/411 =1 0 it 1/2" OSB 49" 05L TOP PLATE, FACE OF FRAMING 7" MAN TLE 05L 3/4" OS5 NICHE COMPOSI ROOFING 2X6 STUDS 0 16 " O.C. W/ R -21 INSULATION 2X4 TRT'D MUD SILL UJ/ 5/8" X 10 ANCHOR BOLTS a AR n r ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL - MIN. 2000 1106. P.S.F. REV?EWED FOR CODE COMPLIANCE APPROVED AUO2 5 2004 ' + 4 1 " (3) 2 Xro oil 1 ll + 41/2" i — I F/P FACE I II I I I I 0151. 2X6 3ro " D15L 2Xro FRAMING: F/P FLUSH W/ ROOM 1 WALL 11 +3 / FIREMACF DE 9 J SCALE: 1/4" 1 - 0 11 �- 2 X 10 R -38 BLOWN -IN TY'P. CIT'A A JUN 2 4200 PERI�ryT �NtER NERVASTRAL BELOW DOOR THRESHOLD M AT " 4 BARS 16 .C. O /00 �61,arric ACCE DETAIL M I DIRECT WIRE FIREPLACE FOR FAN. DISCONNECTED SWITCH LEG TO HANG BEHIND G.W.B. FOR OPT. OUTLET AND TV JACK TO BE INSIDE OF TV NICHE - ______. -____ I I I I I I I �I GFI I I I 1 i i OP7 Ole i l i REVIEWED FO CODE COMPLIANCE AUG 2 5 2004 City o f T BUILDINGDIVISION d10 u 0 Q 3� �LLl� 1 A WN � el m V U - - . -r_e 210 t g 2 E go � g in Xt E 1 -110 go go PL . � 111 as om . U � U � w O W 04 = O � O QC LL ' (L � z u � r'rr ►1/ED �F 2 4 '� I ELECTRICAL ST M50 so IImV OUTLET +Ib" � EXHAUST FAN V.T.O.S. TO TOP A.SF. E) 110v SMOKE DETECTOR CsF.I. IQ G.F.I. OUTLET TIE TOCsETNER W/ SEE PLAN FOR HEIGHT BATTER? BACKUP. $ SWITC +48" TO TOP A.S.F. BUJITC4 4ED OUTLET BATH SWITCH +48" TO TOP A.SF. 220V�@ 220V OUTLET is SWITCH - 3 POLE RECESSED LICsHT A TELEPHONE SURFACE L.ICsHT (j) CABLE TV JACK +f (p " TO TOP A S.F. DIRECT CIRCUIT FILE NOO SHEET OF • 1.w .dC .a. i/11.r�IG�A II•.. "I/'b'K*tiAfMwri�! : /f .�/�'.i+►w- �r�llr`q�+y i ^,+.Mw/++.: w+swow ""-w o MAIN FLOOR ELE TRICAL PLAN w 4 . I i �e X� r li � J N N 4 W A 40�3�'� �-Lf r jp C 1 i� r s R IE WED FOR EV t ODE COMPLIANCE 0 eCLt1VS D C < , �'�' OF vv►r A APPQ M1f,:0 JUN . 2 4 2 'AUG 5 2004 P ER Mr e� �R ci ty Of Tukwila DIVISI O . ELECTRICAL SYMBOLS* N 110Y OUTLET +16" � EXHAUST FAN Y.T.O.S. TO TOP A.S.F. • 110V SMOKE DETECTOR CsF.i. OUTLET TIE TOGETHER W/ SEE PLAN FOR HEIGHT BATTERY BACKUP. f SWITCH .48" TO TOP A.S.F. SWITCHED OUTLET BAtH SWITCH +48" TO TOP A.S.F. A4 04- N\ 72�v� 220v Ol1T�Ef fj Owl GH - 9 POLE p � F. r= T RECESSED LIGHT A TELEPHONE � SURFACE LKsNt c 0 CABLE TV JACK •16° TO TOP A.SP. or= UPI f ELEC: f=LAN DIRECT CIRCUIT 1/411 1 1 moll lU 0 A Q }- o � w U 'Q V H V lU LU iL 111 FILE NO* 1 r I i �e X� r li � J N N 4 W A 40�3�'� �-Lf r jp C 1 i� r s R IE WED FOR EV t ODE COMPLIANCE 0 eCLt1VS D C < , �'�' OF vv►r A APPQ M1f,:0 JUN . 2 4 2 'AUG 5 2004 P ER Mr e� �R ci ty Of Tukwila DIVISI O . ELECTRICAL SYMBOLS* N 110Y OUTLET +16" � EXHAUST FAN Y.T.O.S. TO TOP A.S.F. • 110V SMOKE DETECTOR CsF.i. OUTLET TIE TOGETHER W/ SEE PLAN FOR HEIGHT BATTERY BACKUP. f SWITCH .48" TO TOP A.S.F. SWITCHED OUTLET BAtH SWITCH +48" TO TOP A.S.F. A4 04- N\ 72�v� 220v Ol1T�Ef fj Owl GH - 9 POLE p � F. r= T RECESSED LIGHT A TELEPHONE � SURFACE LKsNt c 0 CABLE TV JACK •16° TO TOP A.SP. or= UPI f ELEC: f=LAN DIRECT CIRCUIT 1/411 1 1 moll lU 0 A Q }- o � w U 'Q V H V lU LU iL 111 FILE NO* C06iCo R Pu ANCE APpR -------------------- --- -_— -- _ -- -.. - -- - - -- - - -- � 1 I r SEE FOUNDATION PLAN �I I y _ �+�• • �__ -- -___ - - - - - - - - - - - - - - - ---- - - - --- I i * -2 3/4" i I � I I r I I I — I---------------- - — - -� -- I I � 1 � L i C. � _ I �lj I I 4" GONG. SLAB - SLOPE I 3" TOWARDS O.H. MOORS I 1 � I I a I m � I � � f I I I I I j 4 I 8 i I J� 1 ' I I I I E qn W , q �g Z c� a�0 > �n d3� �wv tu to if 06- - . b 1 QL r Cok � _ A '04 i :I FILE NO: (POW -GXI f T I IAN�� 1/4 SEE FOIVDATION PLAN SHEET FOR ADDITIONAL 'DETAILS MA iN F- OOR PL,�1�1 i /4"= 1' -(d" SEE MAIN FLOOR SHEET 3 FOR ADDITIONAL DETAILS MAIN FLOOR 1155 90. FT. u FLOOR 1043 :SQ. FT TOTAL 21W SO. FT. GARoAGE _ 100 SQ. FT. SHEET lil �e Qs Qm Z 1-- Q cn 111 lU 0 0 Z � n � a � U W u cal t.•{ .. ui o V n -**s Al.: .•:t.pye�: 81.3 8' - C" CORNER SE T 2x4 RAFTERS II 0 • f .t Y r . `.:... SU O r t Z cv -- w i 813 2x 24" O.C. �U t�L �O O z 8u F07 I w N TO LOW � AC TUAL IN. MIN. 0 MIN. 0 t�.: ti 1, TS`•� /.".; ..6.- ..:,Y. 1.. r.r •;'!r':.. - ! EAVE YMEN VMS EAVE O • Y. tt /4 tt t) of EAWE 11 t, tt�.,/ tt 11^ tt tt tt tt tt J 312 5f. 1.04 5f. 0 6f. i 10 0 4 RAG: 2505F. 83 5F. 0 SF. S� 9 0 x CPO u.. 0 � Q W- 81.3 V I e 1 13 TRUS 24" II 0 • f .t Y r . `.:... SU O r t Z cv -- w i 813 2x 24" O.C. �U t�L �O O z 8u F07 I w N TO LOW � AC TUAL IN. MIN. 0 MIN. 0 t�.: ti 1, TS`•� /.".; ..6.- ..:,Y. 1.. r.r •;'!r':.. - YK ARC EAVE YMEN VMS EAVE W • Y. tt /4 tt t) of EAWE 11 t, tt�.,/ tt 11^ tt tt tt tt tt J 312 5f. 1.04 5f. 0 6f. i 10 0 4 RAG: 2505F. 83 5F. 0 SF. S� 9 0 x V I e TRUS 24" c�v O .C. N STUB B 8" � UN I_ W- r • .I M. .I•':: 61.3 813 ( 2 ) 20 Comm STU15 15ACX 2 1/2 " !� /% L T x ":'': N :Qz ( 2) 20 COMMON TRUSSES 0 24" O.G. ` ...�.. ..� � .... D.S. 20'-0" COMM44 BLOCK FOR SIDING D.S. 813 00-6- OC O N m w O z O v� v N cirl D.S. 1 11 11 SEE FLOOR PLANS FOR BEAM /NDR SIZES ATTIC: VENTILATIONO w w � AC TUAL IN. MIN. 0 MIN. 0 DESCRIPTION ARE A REQ' YK ARC EAVE YMEN VMS EAVE W �/ KFE 1 tt /4 tt t) of EAWE 11 t, tt�.,/ tt 11^ tt tt tt tt tt J 312 5f. 1.04 5f. 0 6f. i 10 0 4 RAG: 2505F. 83 5F. 0 SF. S� 9 0 x V I e � c�v O t�v N � UN I_ I Z ( 2) 20 COMMON TRUSSES 0 24" O.G. ` ...�.. ..� � .... D.S. 20'-0" COMM44 BLOCK FOR SIDING D.S. 813 00-6- OC O N m w O z O v� v N cirl D.S. 1 11 11 SEE FLOOR PLANS FOR BEAM /NDR SIZES ATTIC: VENTILATIONO w 61 �= OC Q u- X N 1 , r 0 D.S. lu 1 � � to I �n J w w w w ...11♦. Q r 13 RIDCs w •� • ��� �:. . +� , � �iw� �, w • rte • • w w� w .� w -rw�r mm-ft �� w e , ! � % i.�"' �,:; �•• ' y W �,. '•,''wr�'r =. ..�.{'. _ '1I CO T .rte .' ,�• J .S. TO 1 r �.: E ELOW r - t . i. •!Y^ "Fr' J • �iJ► �� IIIIIA- '� +l�r d .r. ,. t: ` �r �'''.h' ( •Li..x t' t'.•'. -•fit. i O . f .i! VJ .• 1 A a t •t. ✓, '(, ... .. ♦ a .!.: :� . t .: 1. .. ..-1 - ..t.. O 81.3 TRUSSES 24 O -:.;" }�' u1 ' tit TV STUB BA 8" LE d) f •• Jam :c r>.� t alt '•'! +� , �•" : � r � + f s �1� � •� � • - . I':' '•�k ' '' �: ^ t.J a -. ^• • + `fir' *•'' �/ 1 • `--- PER' (2) 20 COMMON C,4 " - OVERFRAME wl STUB 2 1/2" LEFT x 24" O.G. ' ;K•°�. �` 813 • 20 LE END GIRDER TRUSS _ 1 I ......� _ D.S. 813 ROOF FRAMING PL,4N _����� SEE FLOOR PLANS FOR BEAM/HDR SIZES w � AC TUAL IN. MIN. 0 MIN. 0 DESCRIPTION ARE A REQ' YK ARC EAVE YMEN VMS EAVE RILL EA �/ KFE 1 tt /4 tt t) of EAWE 11 t, tt�.,/ tt 11^ tt tt tt tt tt 3 Cs 0 4 Ire .,4 E 312 5f. 1.04 5f. 0 6f. 18 2 10 0 4 RAG: 2505F. 83 5F. 0 SF. 10 2 9 0 x c�v t�v 61 �= OC Q u- X N 1 , r 0 D.S. lu 1 � � to I �n J w w w w ...11♦. Q r 13 RIDCs w •� • ��� �:. . +� , � �iw� �, w • rte • • w w� w .� w -rw�r mm-ft �� w e , ! � % i.�"' �,:; �•• ' y W �,. '•,''wr�'r =. ..�.{'. _ '1I CO T .rte .' ,�• J .S. TO 1 r �.: E ELOW r - t . i. •!Y^ "Fr' J • �iJ► �� IIIIIA- '� +l�r d .r. ,. t: ` �r �'''.h' ( •Li..x t' t'.•'. -•fit. i O . f .i! VJ .• 1 A a t •t. ✓, '(, ... .. ♦ a .!.: :� . t .: 1. .. ..-1 - ..t.. O 81.3 TRUSSES 24 O -:.;" }�' u1 ' tit TV STUB BA 8" LE d) f •• Jam :c r>.� t alt '•'! +� , �•" : � r � + f s �1� � •� � • - . I':' '•�k ' '' �: ^ t.J a -. ^• • + `fir' *•'' �/ 1 • `--- PER' (2) 20 COMMON C,4 " - OVERFRAME wl STUB 2 1/2" LEFT x 24" O.G. ' ;K•°�. �` 813 • 20 LE END GIRDER TRUSS _ 1 I ......� _ D.S. 813 ROOF FRAMING PL,4N _����� SEE FLOOR PLANS FOR BEAM/HDR SIZES SEE &A /615 POR CALCULATIONS C0� ISgN E A goan VVD Noe 2 5 2004 I BUI D N_ n�� i u 8 > �n � � r Ld 14 �w� do- 2 T - 4bJ 4 d''�vtE O A v 4 2 i ! 4 to B Q 0 Q m r�o "•wn 4 2004 Cn n n (L Q � W V �Z oa z m� t. 1 6088 -Cs2 r ., � I't .} .. -., ...I�- •+, •.• �. n s' ►•♦v'. r r ♦.irr'r, , JM . , •f . ,!► .IY' J''��'. �'fi s 'P r�� ABLE AC TUAL IN. MIN. 0 MIN. 0 DESCRIPTION ARE A REQ' YK ARC EAVE YMEN VMS EAVE RILL EA �/ KFE 1 tt /4 tt t) of EAWE 11 t, tt�.,/ tt 11^ tt tt tt tt tt 3 Cs 0 4 Ire .,4 E 312 5f. 1.04 5f. 0 6f. 18 2 10 0 4 RAG: 2505F. 83 5F. 0 SF. 10 2 9 0 SEE &A /615 POR CALCULATIONS C0� ISgN E A goan VVD Noe 2 5 2004 I BUI D N_ n�� i u 8 > �n � � r Ld 14 �w� do- 2 T - 4bJ 4 d''�vtE O A v 4 2 i ! 4 to B Q 0 Q m r�o "•wn 4 2004 Cn n n (L Q � W V �Z oa z m� t. 1 6088 -Cs2 r ., � I't .} .. -., ...I�- •+, •.• �. n s' ►•♦v'. r r ♦.irr'r, , JM . , •f . ,!► .IY' J''��'. �'fi s 'P r�� I I (b UPPER FL. 1E. .� I■rl►. UPPER FLOOR • MAIN FLOOR No ME ME No Im min �� ICI ICJ L- ICI � ICI' { �.— Ix4 /Ix3 CORNER 50S --- BEVEL SI 8 TW REVIEWED FOR CODE COMPLIANCE AUG 2 5 2004 Qty Of Tukwila BUILDING DIVISION z � a 0 > �n Q� p Ak ~� -��rs ts L 1 o p ?► d rr �4 � Ll � L� T EA 1, f 1 t d� B Q m O L T VJ i O Q O z N H A I - lot U d U 07-y nF TI jKW ` 2 4 2 'PERMIT' CENTEI FILE NO: 6088 —G3 RICzHT ELEVATI ',A' R1 L VATION '8' �--= COMP SHINGLES CONT S MTL GUTTER \ o/ Ix& CEDAR FASCIA LEA op r I11010PO r_i op 5 V_ A [�_;ll r� GENERAL STRUCTURAL NOTES BUILDING CODE: 1997 EDITION OF THE UNIFORM BUILDING CODE, WITH KING COUNTY AMENDMENTS. WIND LOAD = 80 MPH WIND SPEED, EXPOSURE B. • SEISMIC ZONE 3 (Z = 0.30 ) EQUNBATIONS: SPREAD FOOTINGS SWILL BEAR ON FIRM, UNDISTURBED SOIL 9'6" MINIMUM BELOW FINISHED GRADE. FINISHED GRADE IS DEFlNED AS TOP OF SLAB FOR INTERIOR FOOTINGS AND LOWEST ADJACENT GRADE WITHIN 5 FEET FOR PERIMETER FOOTINGS. DESIGN SOIL BEARING VALUE = 2000 PSF. MINIMUM 28 DAY STRENGTH 3,000 PSI EXCEPT AS FOLLOWS: F ON GRADE 3000 PSI DATIONS AND CASSIONS 2.500 PSI ALL CONCRETE CONSTRUCTION SMALL. 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 SHAD. HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL 13E USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. i ASTM A615 (Fy = 60 KSI) DEFORMED BARS FOR ALL. BARS #5 AND LARGER. ASTM A61 (Fy - 40 KSI) DEFORMED BARS FOR ALL BARS #4 AND %W.LER. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" EXPOSED TO EARTH OR WEATHER CONC. PSI 6 OR LARGER - ' #5 AND SMALLER 2 w 1 1/2 ALL OTHER PER LATEST EDITION OF ACI 3180 LO ON LAP SPLICES IN CONCRETE: LAP SPLICES, UNLESS NOTED OTHERWISE, SHALL. BE CLASS `B" TENSION LAP SPLICES PER LATEST EDITION OF ACI 318. STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. ALL REINFORCING SHAH 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 SPRING 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. MUCTURAL, STEEL: ALL STRUCTURAL STEEL SHALL. BE ASTM A36 (Fy = 36 KSI). ALL BOLTS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL CONSTRUCTION PER LATEST AISC HANDBOOK. ALL EXPANSION AND EPDXY BOLTS TO HAVE I.C.B.O. RATING FOR MATERIAL. INTO WHICH INSTALLATION TAKES PLACE. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC., SHALL BE INSTALLED WITH STEEL WASHERS AT FACE OF WOOD. • 2 3 Auwmt:lAAll _ ALL PLYWOOD SHALL BE AMERICAN PLV r0OD ASSOCIATION * CDX" RATED SHEATHING OR BETTER, AND SHALL BEAR THE STAMP (F AN APPROVED TESTING AGENCY. LAY UP A.B.C. Sao 6111111111 Goo — AGGREGATE BASE COURSE LBS C) — — — POUNDS PLYWOOD WITH FACE GRAIN PERPENDICL LAR TO SUPPORTS, STAGGER JOINTS. ALL A.F.F.— — — ABOVE FINISHED FLOOR LLH •- — — LONG LEG HORIZONTAL am am am NAILING, COMMON NAILS. WHERE SCREWS ARE INDICATED FOR WOOD TO WOOD ALT. ALTERNATE LLV LONG LEG VERTICAL A* ATTACHMENTS, USE WOOD SCREWS, AL. PLYWOOD SHALL BE OF THE FOLLOWING A.B. — — — — ANCHOR BOLT MFR( $ S) — — -- MANUFACTURER(S) NOMINAL THICKNESS, SPAN /INDEX RATIO AND SHALL BE ATTACHED AS FOLLOWS UNLESS ——— — AT (MEASUREMENT) XMAS C.J. — — — MASONRY CONTROL JOINT NOTED OTHERWISE: BM — — — — — BEAM MECH'L — — — MECHANICAL B•F.F. — — — — BELOW FINISHED FLOOR N/A _ — — — NOT APPLICABLE SPAN /INl EDGE INTERMEDIATE B.O.B. — — — — BOTTOM OF BEAM N.T.S. -- — — — NOT TO SCALE Ift USE: THICKNESS: RATIC ATTACHMENT: ATTACHMENT: B.O.D — — — — BOTTOM OF DECK O.C. — — — — ON CENTER WN B.O.F. — — — — BOTTOM OF FOOTING O.F.W. — — — OUTSIDE FAKE OF WALL B.O.P. .0. P. -- — — — BOTTOM OF _ _ _ _ „ ROOF 1 / 2 32 16 8d of 6" O.C. " _ _ _ _ OPP Q / at ) 2 0 ,C BRG BEARING — — — PRECAST CONCRETE P.C. W C.I.P. — — — CAST IN PLACE -- — — — ► „ " " PLF POUNDS PER LINEAR FOOT SHEAR WALL 1 2 =24/C 8d of 6 O.C. 8d of 12 O.C. C.L. — — — — CENTERLINE _ _ / PREFAB PREFABRICATED ,,.a C.L.B. — — — CENTERLINE OF BEAM PSF _ _ _ _ POUNDS PER SQUARE FOOT C.L.C. CENTERLINE OF COLUMN PSI _ _ _ _ _ POUNDS PER SQUARE INCH C.L.F. — — — — CENTERLINE OF FOOTING R IMF — — — REINFORCING Q' $ ALTERNATE: E C.L.W. — — — — CENTERLINE OF WALL SLH _ _ _ — SHORT LEG HORIZONTAL q. - w _ _ . AMERICAN PLYWOOD ASSOCIATION PERFC RMANCE RATED SHEATHING MAY BE USED AS AN CLR CLEAR -SLV — — — — SHORT LEG VERTICAL ALTERNATE TO PLYWOOD WITH PRIOR AF PROVAL OF OWNER. RATED SHEATHING SHALL CONC — — — — CONCRETE SIM — — — — SIMILAR f COMPLY WITH I.C.B.O. REPORT NO. NER� -124, EXPOSURE 1, AND SHALL HAVE A SPAN CONC C.J. — — CONCRETE CONTROL JOINT SO — _ _ _ _ SQUARE RATING AND SHEAR VALUE EQUIVALENT ­0 OR BETTER THAN THE PLYWOOD IT REPLACES. CONC S.J. — — CONCRETE SAWCUT JOINT STD _ _ _ _ STANDARD � C.M.U. — — — CONCRETE MASONRY UNIT T.L. _ .- = — TOTAL LOAD ATTACHMENT AND THICKNESS (WITHIN 1, 32`) SHALL BE THE SAME AS THE PLYWOOD R � � � � _ _ �: REPLACES. INSTALL PER MANUFACTURE I'S RECOMMENDATIONS. CONN — — — — CONNECTION T.O.B. TOP OF BEAM + CONT — — — — CONTINUOUS T.O.D. _ -- -- _TOP OF DECK D.L. -- — — — —DEAD LOAD T.O.F. •� -' -- _TOP OF FOOTING ,..�,� WOOD GENERAL. 0 OR DIA. — — DIAMETER T.O.G. — — — — TOP OF GRATE DO NOT NOTCH OR DRILL JOISTS BEAM .3 OR LOAD BEARING STUDS WITHOUT PRIOR DN , — —— UUMIN T.O.L. — - =TOP OF LEDGER APPROVAL OF THE STRUCTURAL ENGINEER THRU THE ARCHITECT. DOUBLE UP FLOOR DWG( S) _ — — DRAWING( S) T.O.M. — •- — -- TOP OF MASONRY .. a JOISTS AND BLOCKING UNDER PAR'TIT % S. 'PROVIDE 2" SOLID BLOCKING AT SUPPORTS E.O.S. — — — —EDGE OF SLAB T.O.P. — — - -� TOP OF PLATE U) OF ALL JOISTS, DOUBLE UP STUDS AT JAMBS AND AS REQUIRED R EL. OR ELEV. — ELEVATION r T.O.S. — — — — TOP OF STEEL • , o� Q ED UNDE BEAMS. EQ _ _ — — — EQUAL g EVERY OTHER STUD OF WOOD FRAME B TARING WALL SHALL. HAVE A SIMPSON H3 T.O.W. — •— — -- TOP OF WALL ; EQUIP — — — — EQUIPMENT co ANCHOR TOP AND BOTTOM, EXCEPT AT THOSE WALLS WHERE PLYWOOD SHEATHING IS - TYP _ _ _ _ _ TYPICAL � EXP. — — — — EXPANSION BOLT .� _ _ — UNLESS NOTED OTHERWISE - NAILED DIRECTLY TO THE TOP AND BOT •OM PLATES. PROVIDE 2X SOLID BLOCKING AT U.N.O. ui MID— HEIGHT OF BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING P. -' `_ (E.J.) EXPANSION JOINT VERT -- — — — VERTICAL 'TO TABLE 23— II —B -1 OF THE UNIFORM BUILDING CODE. WOOD CONNECTORS SHALL BE E•W. — — — — EACH WAY WSTP - _ — — 'WATER STOP AS MANUFACTURED BY SIMPSON STRONG—TIE COMPANY, INC. OR OTHER MANUFACTURER F.F. — — -- — FINISHED FLOOR W.W.F. — — — — WELDED WIRE FABRIC — -� -- _ WITH CURRENT AND EQUIVALENT I.C.B.O. APPROVAL. F.O.M. — — — —FACE OF MEMBER W/ — WITH F.O.S. — — — FACE OF STEEL W 0 WITHOUT' • . .- . .. . • ' F.O.W. r� w _ _FACE of WALL � -- _ — — . .. r . GA - — — GAGE � THE STRUCTURAL CONSTRUCTION DOCUIV ENTS REPRESENT THE FINISHED STRUCTURE. GALV — — -- -- GALVANIZED THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL G.S.N — — — — GENERAL STRUCTURAL NOTES � -- PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING GL B GLULAM — GLUED LAMINATED BEAM ' -- CONSTRUCTION. SUCH MEASURES SHAL _ INCLUDE, BUT NOT BE UNITED T0, BRACING, I.F.W. - F.W. INSIDE FACE OF WALL a I SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.. THE STRUCTURAL I.E. — — INVERT ELEVATION ENGINEERING SHALL NOT BE RESPONSIB -1E FOR THE CONTRACTOR'S MEANS, METHODS, HORIZ — — — — HORIZONTAL TECHNIQUES, SEQUENCES FOR PROCEDL RE OF CONSTRUCTION, OR THE SAFETY K(KIP) — -- -- 1,000 POUNDS � PRECAUTIONS AND THE PROGRAMS INCIE ENT THERETO. - - _ L.L. — — — — LIVE LOADS 40 CONSTRUCTION MATERIALS SHALL. BE SP 3EAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL. NOT EXCE ED THE DESIGN LIVE LOAD PER SQUARE FOOT. T WHERE REFERENCE IS MADE TO VARIOU' ) TEST STANDARDS FOR MATERUAL.S, SUCH STANDARDS SHALL BE THE LATEST EDITI )N AND /OR ADDENDA. ESTABLISH AND VERIFY ALL OPENINGS All) INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPRO'RI ATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCT ION. 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 SIM LAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO S FART 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 REQ `JIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN PROVIDED Bti OTHERS AND SUBMITTED FOR REVIEW SHAI.I JURISDICTION OF THIS PROJECT. CLASS SPLICE B TENSION LENGTHS COMP. BARS CONC. PSI f c =2,500 3,000 PSI / f'c = 4,000 PSI f'c = ALL LO ON REGULAR TOP REGULAR • >3db >6db TOP >3db >6db STD LAP ENCLOSED W /SPIRAL TIES SPACING & SIZE 3db >6db >3db >6db J3 16" 16" 21" 21 16" 16" 18" 18" 12" 12" #4 22" 22" 28" 28" 19" 19" 24" 24" 15" 12" 5 27" 27" 35" 35" 23" 23" 30" 30" 19" 14" #6 35" 32" 48" 42" 1 31 " 28" 40" 38" 23" 17" #7 48" 38" 63" 49" 42" 33" 54" 42" 26" 20" #8 63" 43" 82" 58" 55" 37" 71 " 48" 30" 23" #9 80" 48" 104" 83" 69" 42" 90" 55" 34" 25" #10 102" 58" 132" 76" 88" 50" 1 114'" 65" 38" 29" 11 128" 71" 162" 93" 108" 62" 140" 80" 42" 32" ui .TOP BARS ARE ANY R IVEO 2 HORIZONTAL BARS ` Wc�nm aI�1 PLACED SO THAT MORE SU T v � THAN 1Y OF FRESH ZO(� CONCRETE IS CAST IN THE MEMBER BELOW �" ^'T� THE REINFORCEMENT. iu 2.uNLESS NOTED ~ OTHERWISE, LAP SPLICES IN CONCRETE BEAMS. SLABS, WALLS, AND FOOTINGS SHALL � U BE CLASS "8" TENSION LAP SPLICES do TAP SPLICES IN CONCRETE COLUMNS SHALL BE COMPRESSION SPLICES. 2 /% A►ITAPT rroi W z to �a 00 1 � 1 •� x 1� w tD J. TINT \IfN,I JIRVVIVfV1L ENGINEER IF CENTER 70 � co CENTER SPACING OF REINFORCEMENT IS LESS THAN OR EQUAL TO 3 �-- v�vv.9 1 DI'Y\ VM11�I�RJ (<3db). W aces ruc ccei nc e Qcc�cnorn curs; rcro urrnr_w7rn uv n,r n� w nlur_ rnnr � .«+ � PROVIDE ANCHORS, ANCHOR BOLTS AND EXPANSION BOLTS PER THIS SCHEDULE UNLESS NOTED ON PLANS OR OR DETAILS EXPANSION BOLTS SHALL HAVE ICBO REPORT FOR SAME INSTALLATION AT ' ANCHORS USE 3/16 FILLET 1. FACE OF WALL, TOP OF WALL, COLUMN, ETC. 2. 2' MIN. STANDARD HOOK � OR BOLT HEAD, TYP. THICKNESS OF ORYPACK DOES NOT APPLY ''Ir '�` � 3. PLATE, ANGLE C TOWARDS EMBEDMENT. ANCHOR �j T AKHOR EXPANSION BOLT ' HEADED STUD SIMILAR) '(EPDXY BOLT SIMILAR) ETC. � TYPICAL ANCHOR BOLT, AND EXPANSION BOLT SCHEDULE BO LT DIAMETER VERT BOLT EMBEDMENT LENGTH HORIZ BOLT HEADED STUD EMBEDMENT FILLET WELD LENGTH SIZE, "S" 1/2 7" 4" 1/4 5/8 7" 4" 5/16" 3/4" 7" 5" 5/16" -- APPROVE'D A UG 2 5 2004 C71W o f T LDING SION 11562 co c l Z co V U >" g N S� � co) a�0 SHEET NO. � IJECT NO. S1.0 .J 1 t WOOD STUD WALL FOOTING AT OPENING 105 SCALE: N.T.S. 0 A .r 8 (2) (10) t=bo 1. BASE PLATE NAILING PER (3) t� 1 � 1. EASE PLATE NAILING PER SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE 2. FLOOR SHEATHING Y.0 (2) 2. 16d o s` o.c. 3. FLOOR JOISTS PER PUN 3. FLOOR SHEATHING 4. (2) #4 BAR CONTINUOUS (4) (1 0) a, FLOOR JOISTS PER PLAN (AT TOP) PROVIDE #4 AT 10` O.C. HORIZ. 5 • BLOCKING 048' O.C. 5. 5/8' AU►. A.B. SPACING (5) 6. (2) #4 BAR CONTINUOUS PER SHEAR WALL (6) Q (AT TOP) PROVIDE #4 AT SCHEDULE. 48' D.C. MAX. �r� � = - ' - 10' O.C. HORIZ. 6. #4 AT 18" O.C. (MAX.) ALT • 7. (2) #4 BARS CONTINUOUS (7) a � � 7. 5/8 DW. A.B. SPACING PER SHEAR WALL � B. EDGE NAILING SCHEDULE. 48' O.C. MAX. m 9. 2x CONTINUOUS RIM (8) °•° g. �4 AT 18' O.C. (MAX.) ALT 10. 16d o s• o.c. (9) - 9 . (2) #4 BARS CONTINUOUS r. °° 10 . EDGE NAILING "'� - 11. 2x CONTINUOUS RIM TYPICAL F<)UNDATION STEM WALL TYPICAL FDUNDATION STEM WALL .:Im)l SCALE N.T.S. I 4f% A WOOD STUD WALL FOOTING SCALE: N.T.S. r, C 0 �IrL 7. CORNER BARS SAME SIZE do 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 (1) (2) (3)- (4) 4 O 00 d'o 5) 3" �" 1 1 SGLE: N.T.S. z ?D 2D -� 1 • 142 TYP. 2. TOP OF WALL FOOTING 3. PIPE THRU STEM WALL - AS OCCURS SEE TYP. 3. CONCRETE SLAB • 4. RETURN TO FOOTING 7 SCALE: N.T.S. 00 THICKNESS AS SHOWN ON PLAN. ( NOTE: D = 2' -0" Z MAXIMUM FOR ADDITIONAL - INFORMATION, SEE PLANS 3 IL AND DETAILS 1. 'WOOD STUD WALL lw 4 (2) ( 2• 5/8" DIAMETER ANCHOR c wiDTH ac LENGTH • CV ( PER PL SHEV NO. 51.1 BOLTS. SPACING PER SHEAR WECT W. � SCAU: N.T.S. 1. CONCRETE SLAB ON GRADE - n +i : i - .. , .... r. w. «'f.. -Y.v wnM�lR• + MM�rr��r.4wl1ii+M � WALL SCHEDULE - 1 2. STUD WALL BEYOND 3. 2x BASE PLATE ( 3. TOOLED EDGE • = - r= -- r � L� ',• i�= - -� i 4. CRETE SLAB ON GRADE .. .4. - FINISH GRADE OR CONCRETE SLAB WHERE OCCURS .. 5 • # 4 HOOKED DOWELS AT 24 " �a = - ►�� - �,-�"; r� , - -� • I L 5. CONCRETE STEM WALL AND (8) O.C., ALTERNATE BENDS 4co o� C oco ~ �- FOOTING WITH REINFORCING 6. SHEATHING AND NAILING PER • Q ��`,'� 5 CONTINUOUS FROM BEYOND - SHEARWAII. SCHEDULE - - 6. #4 HOOKED DOWELS 0 24" . 8" 7. FINISH GRADE OR CONCRETE - O.C., ALTERNATE BENDS v - SLAB AS OCCURS 8. CONCRETE STEM WALL AND (9) FOOTING P_ " 1 6 B• (2) #4 BARS CONTINUOUS ( TOP AND BOTTOM I 4f% A WOOD STUD WALL FOOTING SCALE: N.T.S. r, C 0 �IrL 7. CORNER BARS SAME SIZE do 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 (1) (2) (3)- (4) 4 O 00 d'o 5) 3" �" 1 1 SGLE: N.T.S. z ?D 2D -� TYPICAL SEEP IN CONCRETE NG � savF: N.rs. .. _ ,..- -� .. ;. _ . _ ,. .- , . •r- �s �.. ,. �...,I%�. ".wv i:�1 q't +.'%v - T.L •_- _ • .-. - -r --" .. . -. t r .. _ ... .- 0 WOOD COLUMN FOOLING 3 l%l1 ff WSW C) 2X. BLOCKING 2. FLOOR JOISTS PER PLAN 3. 1 O 0 4" O.C. 4. MAIN FLOOR BEAM PER PLAN g,O N ( 5. FLOOR SHEATHING ,�► 6. POST PER PLAN. PROVIDE SIMPSON AC TYPE POST Ce) CONNECTION OR WOOD � (4) -A `d CLEAT. CONNECT POST TO ( 7) FOOTING WITH SIMPSON Q' '��la A35. Q Q 7. CONCRETE FOOTING PER PLAN. CD �4 PER PLAN 2 f TYPICAL INTEHOR S F001ING -- w ,SCALE: N.T.S.! ' aid a 00 r . ON . w - C0 1 • LAP PER GSN (24" MIN.) TYP. 2. TOP OF WALL FOOTING 3. PIPE THRU STEM WALL - AS OCCURS SEE TYP. 3. CONCRETE SLAB DETAIL 4. RETURN TO FOOTING THICKNESS AS SHOWN ON PLAN. (3) NOTE: D = 2' -0" Z MAXIMUM FOR ADDITIONAL - INFORMATION, SEE PLANS 3 IL AND DETAILS r -(4) TYPICAL SEEP IN CONCRETE NG � savF: N.rs. .. _ ,..- -� .. ;. _ . _ ,. .- , . •r- �s �.. ,. �...,I%�. ".wv i:�1 q't +.'%v - T.L •_- _ • .-. - -r --" .. . -. t r .. _ ... .- 0 WOOD COLUMN FOOLING 3 l%l1 ff WSW C) 2X. BLOCKING 2. FLOOR JOISTS PER PLAN 3. 1 O 0 4" O.C. 4. MAIN FLOOR BEAM PER PLAN g,O N ( 5. FLOOR SHEATHING ,�► 6. POST PER PLAN. PROVIDE SIMPSON AC TYPE POST Ce) CONNECTION OR WOOD � (4) -A `d CLEAT. CONNECT POST TO ( 7) FOOTING WITH SIMPSON Q' '��la A35. Q Q 7. CONCRETE FOOTING PER PLAN. CD �4 PER PLAN 2 f TYPICAL INTEHOR S F001ING -- w ,SCALE: N.T.S.! ' aid a 00 r . ON . w - C0 W W 3 1. WOOD COLUMN 20 COLUMN BASE � � � 3. FINISH GRADE OR CONCRETE SLAB WHERE OCCURS 4. 12" SQUARE CONCRETE PEDESTAL 5. CONCRETE FOOTING s• #3 TIES AT 8' O.C. 7. (4) #5 HOOKED DOWELS 8. CONCRETE SLAB ON GRADE N NOTE: ui W SEE ARCHITECTURAL DRAWNIftF nj Eo M Z � FOR COLUMN COMER AS JUN O 00 occuRS 2 4 2 4 = c 00 �aMr c ur � 4D co 3 H � � C4 o U) r- V II�I�FC• LiY.LYit . Z 1. SIMPSON PB POST 0 (2) ensE 1111111111111110 2. WOOD COLUMN co 3. CONCRETE SLAB m 4. CONCRETE FOOTING (3) Z o O � W W 3 1. WOOD COLUMN 20 COLUMN BASE � � � 3. FINISH GRADE OR CONCRETE SLAB WHERE OCCURS 4. 12" SQUARE CONCRETE PEDESTAL 5. CONCRETE FOOTING s• #3 TIES AT 8' O.C. 7. (4) #5 HOOKED DOWELS 8. CONCRETE SLAB ON GRADE N NOTE: ui W SEE ARCHITECTURAL DRAWNIftF nj Eo M Z � FOR COLUMN COMER AS JUN O 00 occuRS 2 4 2 4 = c 00 �aMr c ur � 4D co 3 H � � C4 o U) r- V II�I�FC• LiY.LYit . Z 1. SIMPSON PB POST 0 (2) ensE 1111111111111110 2. WOOD COLUMN co 3. CONCRETE SLAB � Q J � 4. CONCRETE FOOTING (3) Z o O � - 3 IL a lw 4 0 cn (4) c wiDTH ac LENGTH • CV 2 1 F� LL PER PL SHEV NO. 51.1 woos COLUMN FOOTING WECT W. � SCAU: N.T.S. 11562 - n +i : i - .. , .... r. w. «'f.. -Y.v wnM�lR• + MM�rr��r.4wl1ii+M � _ L +Ww�.♦..s ..s.. r ( 1 ` so -� - --.-�- 1� (2 6 I A I C 201 WOOD JOIST AT WOOD STUD WAIL SCN.E: N.T.S. (3) tj 1. 16d 0 6` O.C. BASE (4) PLATE (MIN) 2. FLOOR SHEATHING 3. FLOOR JOISTS PER PLAN 4. 2x CONTINUOUS RIM JOIST SHEARWALL SCHEDULE WITH (2) 1 O NAILS PER 2. JOIST 5. WOOD STUD WALL 6. SHEATHING AND NAILING 4 . PER SHEARWALL SCHEDULE 7. EDGE NAILING S. 16d 0 6" O.C. 1100DJOI AT WOOD ffiAM SCALE: N.T.S. tl c2 (3 1 i i N c 1. EDGE NAILING ie 2. PLYWOOD SHEATHING 3. JOIST PER PLAN t 1 ) 4. 2x BLOCKING W 3 -16d (2) 1 MAILS PER BLOCK • g � 5. WOOD STUD WALL SHEATHING AND ATTACHMENT (6) PER PLANS (4) 6. 2X. CONT. RIM JOIST W/ 2 -10d NAILS PER JOIST 7. DOUBLE 2 X. TO P LA TE W/ 1 6d NAILS AT 12 Q y O.C. (3) IT .' .. . ( . (5) 7 1 d L 1 7 4 (7) (4) 16d 0 6" O.C. BASE (g) 1.. BASE PLATE NAWNG PER 2. • SHEARWALL SCHEDULE 1 2. FLOOR SHEATHING _(g) 3. FLOOR JOISTS PER PLAN 4 . SHEATHING AND NAILING .. .. (g) SIMPSON A34 CLIP PER SHEARWALL SCHEDULE b. 5. BEAM PER PLAN • 6. EDGE NAILING 6. FLOOR JOISTS PER PLAN 7. SIMPSON LU HANGER SHEATHING AND NAILING 1100DJOI AT WOOD ffiAM SCALE: N.T.S. tl c2 (3 1 i i N c 1. EDGE NAILING ie 2. PLYWOOD SHEATHING 3. JOIST PER PLAN t 1 ) 4. 2x BLOCKING W 3 -16d (2) 1 MAILS PER BLOCK • g � 5. WOOD STUD WALL SHEATHING AND ATTACHMENT (6) PER PLANS (4) 6. 2X. CONT. RIM JOIST W/ 2 -10d NAILS PER JOIST 7. DOUBLE 2 X. TO P LA TE W/ 1 6d NAILS AT 12 Q y O.C. (3) IT .' .. . ( . (5) 7 1 d L 1 7 4 ,(2) 1. DOUBLE EDGE NAILING 20 FLOOR SHEATHING ,3. JOIST PER PLAN 4. SIMPSON LU TYPE JOIST HANGER (3) 5. WOOD BEAM PER PLAN (4) ( WOOD JOLI AT ?WOOD BEAM SCALE: N.T.S. 1. t 2. 3. 4. Milo WOOD STUD WALL CONTINUOUS 2x WITH 16d NAILS 0 12" O.C. WOOD BEAM SHEATHING AND NAILING PER SHEARWALL SCHEDULE (7) lqql Itoloo (109 W-) M+�inuA.� vatic aM NtiwiNtiN.Ih VN,h �` 1 �i■ (B) ��ry ' h� h JUN 2 4 �4 PERAMT CEryrE� a 1. WOOD STUD WALL 2. SIMPSON H5 STUD TO STRINGER AT EVERY OTHER STUD 3. 2x TREAD AND RISERS 4• 16d 0 12' O.C. 5• (3) 16d MINIMUM AT c co EACH STUD O � 1 6. 2x STRINGER � Q � NOTE: O W SEE ARCHITECTURAL v J PUNS FOR TREAD, z 3 LL a RISER AND NOSING � DIMENSIONS „J J (� • �a �o N cp CL < c >= 2 1 1=0 51.2 wow D MqOJECr W. 'WAL.L AT W C)OD M AM WOOD 1 RA LA NDING CONN SOLE: N.T.S. SCALE: H.T.S. SCALE: N.T.S. 11562 mill . ».. - - _ _ _ - - - -...�- - .�Ir v1lC a raw -. t *� . .. �» r �♦1r ib.x.. 6 r a'r .w..r �►a�l+w� •wM1.a w�. t WOOD JOIST AT WOOD S1UD WALL 14N r,% ( . a 1. WOOD BEAM 2. SIMPSON HU OR HUTF TYPE HANGER REVIEWED FOR CODE C ` UJ (J) CL -, --�-� �.vi•irL1HIVC,t A002mirr Lu w z ' AUG 2 5 2004 0 14) 0 2 c 00 Of Tukw ��a � I 4 3 DIVISION WOOD BEAM AT BEAM NTS 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 1 WOOD JOIST AT STUD WALL 1 i' (7) 1. 16d 0 6" O.C. BASE (g) PLATE (MIN) 2. FLOOR SHEATHING (9) 1 2x CONTINUOUS RIM JOIST WITH (2) 10d NAILS PER (8) TS 4. SIMPSON A34 CLIP b. 2x BLOCKING 048' O.C. 6. FLOOR JOISTS PER PLAN 7. SHEATHING AND NAILING PER SHEARWALL SCHEDULE 8. EDGE WUUNG ,(2) 1. DOUBLE EDGE NAILING 20 FLOOR SHEATHING ,3. JOIST PER PLAN 4. SIMPSON LU TYPE JOIST HANGER (3) 5. WOOD BEAM PER PLAN (4) ( WOOD JOLI AT ?WOOD BEAM SCALE: N.T.S. 1. t 2. 3. 4. Milo WOOD STUD WALL CONTINUOUS 2x WITH 16d NAILS 0 12" O.C. WOOD BEAM SHEATHING AND NAILING PER SHEARWALL SCHEDULE (7) lqql Itoloo (109 W-) M+�inuA.� vatic aM NtiwiNtiN.Ih VN,h �` 1 �i■ (B) ��ry ' h� h JUN 2 4 �4 PERAMT CEryrE� a 1. WOOD STUD WALL 2. SIMPSON H5 STUD TO STRINGER AT EVERY OTHER STUD 3. 2x TREAD AND RISERS 4• 16d 0 12' O.C. 5• (3) 16d MINIMUM AT c co EACH STUD O � 1 6. 2x STRINGER � Q � NOTE: O W SEE ARCHITECTURAL v J PUNS FOR TREAD, z 3 LL a RISER AND NOSING � DIMENSIONS „J J (� • �a �o N cp CL < c >= 2 1 1=0 51.2 wow D MqOJECr W. 'WAL.L AT W C)OD M AM WOOD 1 RA LA NDING CONN SOLE: N.T.S. SCALE: H.T.S. SCALE: N.T.S. 11562 mill . ».. - - _ _ _ - - - -...�- - .�Ir v1lC a raw -. t *� . .. �» r �♦1r ib.x.. 6 r a'r .w..r �►a�l+w� •wM1.a w�. t WOOD JOIST AT WOOD S1UD WALL 14N r,% ( . a 1. WOOD BEAM 2. SIMPSON HU OR HUTF TYPE HANGER REVIEWED FOR CODE C ` UJ (J) CL -, --�-� �.vi•irL1HIVC,t A002mirr Lu w z ' AUG 2 5 2004 0 14) 0 2 c 00 Of Tukw ��a � I 4 3 DIVISION WOOD BEAM AT BEAM NTS 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 1 WOOD JOIST AT STUD WALL 1 i' • m G. (4) 1. EDGE NAILING 1. TRUSSES PER PLAN ( 3 ) (2) ) � . ( � -- 1 2• FASCIA PER ARCH. WITH 2 ) ( 10d NAILS PER JOIST ` r • A (2) 2. ROOF SHEATHING � 3. 2x4 OUTRIGGER 0 24 O.C. 1. EDGE NAILING (3) 3. 8d 0 6 O.C. EDGE MUH RI DGE N'S 2. RIDGE VENTS 4. (2) 10d NAILS PER TRUSS a NAILING fo wl (4) 4• 2x BLOCKING WITH (3) . TRUSSES PER PLAN (3) 5. SIMPSON A35 CUP AT EACH } 4 PLYWOOD SHEATHING • (8) 16d PER BLOCK b. 2x SOLID BLOCKING (4) OUTRIGGER 5. SHEAR PANEL EDGE r�r C 1 ) P �8 5 6. GABLE END TRUSS C �) SHEATHING AND NAILING PER NAILING ( SHEAR'WALL SCHEDULE ( 6. SHEATHING AND NAILING (9) C5) PER SHEARWALL SCHEDULE (7) 7. 16d o s' O.C. BOTTOM (6) 7. SIMPSON H1 CUP AT EACH ' :TRUSS CHORD TO WALL TOP PLATE TRUSS PRE F ABIRiCATED WOOD 4. CONTINUOUS 2x LEDGER (5 8. CONTINUOUS 2x FASCIA $• 2x4 BRACE 048 O.C. WITH (3) SIMPSON A35 CUP EACH END WRH (2) 10d PER TRUSS WITHOUI RINE �. TRUSSES PER PLAN Z J SS SAT WC)OD � - _ STUD �AIALL SS RIDGE HIV � END SCALE N.T.S. SCALE: N.T.S. SCALE: N.T.S. tk _�. 1. 2X OR VALLEY SET OVER _ 3 FRAMING AT 24" O.C. j ��- ~�- --_- -- -.- -•-- 2. PREFAB WOOD TRUSS BELOW ui 40- 3. LINE OF PLYWOOD SHEATHING JOINTS 4. 2x TO MATCH WIDTH OF CUT _ ...�r .�- �- LAYED FLAT OVER PLYWOOD " SHEATHING WITH 3--164 TYPICAL AT EACH TRUSS SIMPSON A34 OR 2 -16d NAILS, TYP. (2) uj Nam, 1. TRUSSES PER PLAN �-�- C4) _ _ :� -. __ ..�~ -. _. - EDGE NAILING 1. PLYWOOD SHEATHING ON 1 ' s ,2. SIMPSON A35 OR SIMPSON �._._ --- --".� .. _ -� _ ; ' ~,.� 2 � � PLYWOOD SHEATHING (5) H 1 AT EACH TRUSS CC -"- ~- - - -_ PRIMARY ROOF TRUSSES • J - - .... _. _.. ti • �) .- - -- SHALL. BE CONTINUOUS. t 3. GIRDER TRUSS 3. PLYWOOD SHEATHING ` ..- -' --�" _..._._. 2. FOR CLARITY, SHEATHING OVER (3) 4. JACK TRUSS - 4. EDGE NAILING t . ..- _... -•-- __._..�... _._� -- " � VALLEY FRAMING NOT SHOWN. (4) SIMPSON LU TYPE HANGER. � - -5 �_ .r r • 5. 2x BLOCKING WITH (3) _ .. - �._...._...- -- . � AT HIP CARRIER USE , co 16d PER BLOCK _.._..__._ _ __ 3. AT 2x OVER FRAMING USE SIMPSON TH TYPE HANGER THE FOLLOWING: W C) " ~ ._._�_ - -- �--- -- - 8 WOOD BEAM - __._ -- _._ Z (2 7 .FASCIA PER ARCH WITH - --� • y - _ ___ ---�-- � O 4 2x4 MIN. ..•...` _.�.- -- _.�_ _ .�1_8� -- ---- -- Zxs MIN. (,� +a 0 (6) (2) 10d PER TRUSS -r .� -,-.._ .-- 8 10 --.- -- 2x8 MIN. r . C DO (7) 10 -12 ----- 2x10 MIN. 1 V 4 > PLAN TYFICAL VA LEY MIND AT WOOD TRUSS AT WOOD BEAM FAB �TR U S WOOD TRUSS AT ORDER TRUSS _ i;s , m N SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S . T� �r�ry nF - - JKwri q D FOR ' . Ju . RE N 2 004 M 004 252 ( C (2)- -. il �pN E N LNG (g) 1. EDGE NAILING c co 2. PLYWOOD SHEATHING C � 3 . ( 2 ) .Z. 1. PLYWOOD SHEATHING 10d PER STUD ( 4 ) (2) ( C Q W (6) TRUSS 5. SIMPSON LU TYPE HANGER ,� v j ( 3 ) 3. EDGE NAI 4 1. ... '�. 2x BLOCKING WITH (3) (5) I(s) 1 sd, TYP. Z LL NAI LING �6. PREFABRICATED 2. (4) 16d, TYP. ABRICATED WOOD , � TRUSS a . � J 1 6d PER BLOCK 7. 2x SOLID BLOCKING 3. FULL NEfGHT STUD � r... 5. SIMPSON LU TYPE HANGER _ _ (1 } (9) 8. WOOD STUD WALL (6) 40 CONTINUOUS DOUBLE TOP 6. PREFABRICATED WOOD TRUSS GIRDER � ) EACH STUD 5. HEADER AS PER PLAN SIMPSON A35 CUP AT PLATE (5) (4) � 9. 7 C2) C LL < � (3) SAME WIDTH AS WALL cq cm (5)- 6• (2) CRIPPLE STUDS SHEET NO. (3) ( s1m3 wcm 88 1 ��hs �� RE* � WOOD ATW ! Q UILT . � . UP P PA L 7' D WA PROJECT NO. LL . in _ LL SCALE: N.T.S. SCALE: N.T.S. .- SCALE: N.T.S. 11562 A (1) ( ( { (3) (4) (4) (Z) (3) BUILT —UP POST PE f�'ENDICULAR TO'W.ALL fmf% \L.M 0) ROUGH OPENING WIV L oom WOOD HEADER 311 t ..mow . 1. 6x SAWN OR 5 1/8" ( 2) GLB WOOD HEADER PER PLAN 2• (6) 16d EACH SIDE woo 12 TYP. SIDE, EACH END 3. PLYWOOD FILLER 4. 4x SAWN OR 3 1/8* ( GLB PAST HEADER AS SHOWN BUILT —UP POST PE f�'ENDICULAR TO'W.ALL fmf% \L.M 0) ROUGH OPENING WIV L oom WOOD HEADER 311 t WOOD BEAM AT SCALE. N.T.S. wCAL.E: N.T.S. k; . a SCALE: N.T.S. ..mow . 1. WOOD STUD WALL ( 2) 2, WOOD HEADER PER PLAN (3) 3. (2) 16d TOENAILS EACH woo 12 /1) SIDE, EACH END (4) #. (2) 16d AS SHOWN (5) 5. RUN VERTICAL STUDS UP ( PAST HEADER AS SHOWN 6. (2) 16d O 12' O.C. (g) 7. 16d O 12" O.C. STAGGERED BOTH SIDES . B. DOUBLE STUDS UNDER HEADER BEARINGS FOR OPENING WIDTHS GREATER TYPICAL TFUW 5' -0" WOOD BEAM AT SCALE. N.T.S. wCAL.E: N.T.S. k; . a SCALE: N.T.S. ;#M#2 WOOD BEAM AT WOOD COLUMN Z,!fj SCALE: N.T.S. C 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 -20 WITH SIMPSON F24 -2 HANGER EACH END. (s) BUILT —UP WOOD MEMBER 314 6. SCALE: N.T.S. r . 1. BEAM SPLICE AS OCCURS 2. WOOD BEAM PER PLAN 3. SIMPSON AC TYPE POST CAP 4. WOOD COLUMN PER PLAN •; 6 woos COLUMN fi`-Om MINIMUM LAP 1. TOP PLATE SPLICE OVER STUD ONLY. 2. DOUBLE TOP PLATE. 3. W00� STUDS. ( 0 8 C6 00 62 P ��jYQ3 U � JZz� 06 �j J — N ` W r � � ..mow . woo 12 /1) W W ( • v t � Z . 1 /4 DEPTH OF MEMBER, TYPICAL 1. WOOD BEAM PER PLAN _2• 1 /2 » 0 BOLT, MINIMUM 2. SIMPSON ACE TYPE , 3. (2) 2x12 AND LARGER POST CAP USE 1 /2 » O BOLTS 0 . 3. WOOD COLUMN PER PLAN 24 O.C. 6 ( 1) 4. 16d SPIKE, MINIMUM (2) ( • ; (4) 5. (2) 200 AND SMALLER » �p O USE 16d SPIKES AT 12 O.C. STAGGERED O O ;#M#2 WOOD BEAM AT WOOD COLUMN Z,!fj SCALE: N.T.S. C 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 -20 WITH SIMPSON F24 -2 HANGER EACH END. (s) BUILT —UP WOOD MEMBER 314 6. SCALE: N.T.S. r . 1. BEAM SPLICE AS OCCURS 2. WOOD BEAM PER PLAN 3. SIMPSON AC TYPE POST CAP 4. WOOD COLUMN PER PLAN •; 6 woos COLUMN fi`-Om MINIMUM LAP 1. TOP PLATE SPLICE OVER STUD ONLY. 2. DOUBLE TOP PLATE. 3. W00� STUDS. ( 0 8 C6 00 62 P ��jYQ3 U � JZz� 06 �j J — N ` W r � � TYPICAL SPLICE OF TOP PLATES fmc SCALE: N.T.S. R C00 N �NGE p ��ns , �sn PUG 252004 Ov of Sp�I5I0N gUIlD1NG -" � Q LL I r 3 cr N � I JUN 2 4X004 � PERN,T CENTER c co 0 Z 3 U w J L` cr N S� c " N Z U t�i SHEET NO. S1.4 PROJECt NO. I ----&fflAMMiQ40UND%AALL0MNW � NO SCALE � 11562 ------ mill —Mll I! WAAW N�m W W v t � Z p 00 TYPICAL SPLICE OF TOP PLATES fmc SCALE: N.T.S. R C00 N �NGE p ��ns , �sn PUG 252004 Ov of Sp�I5I0N gUIlD1NG -" � Q LL I r 3 cr N � I JUN 2 4X004 � PERN,T CENTER c co 0 Z 3 U w J L` cr N S� c " N Z U t�i SHEET NO. S1.4 PROJECt NO. I ----&fflAMMiQ40UND%AALL0MNW � NO SCALE � 11562 ------ mill —Mll I! WAAW N�m (3) (B) CS) (5) A t! SHEAR WALL s � N.rs 18" MIN_ r V v 40 C (B) DETAIL W/ � ••.•.w .rte_ �..+ •rw�.•�w +• •�. M.. •. �M�w�.F ••.. .. 2 3 1. (2) STUDS 0 SHEAR WALL EDGES. NAIL STUDS TO ADJACENT STUD 47 W/ 1 Od 0 12" O.C. 2. PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEAR WALL MAILING 3. SHEAR WALL SHEATHING. (1) 4. ANCHOR BOLT SEE SHEAR WALL SCHEDULE 8. EDGE OF SHEAR WALL it SEE FLOOR PLANS (7� 6. HOLDOWN REWD BOTH EDGES OF „ SHEAR WALL 7. TREATED SILL PLATE S IMPSON CIE HOLDOWN • -JTE: ALL STUBS TO BE OOU6lAS FlR r 2 IN LATERAL RE:"TRAINT PANELS LATERAL RESTRAINT PANEL SCALE: N.T.S. y w •^ r .. d►'.+ 9W. _.'.4W Vbrt i1: ' lrt'. C . '..: ^. • : M/' v S... , AV- -- ,K... y .. ..�+' ' ,p •r :J�..�1M•',.7r"_. _ .1" _ . ; ..t. ,. - .. . may . _ .. .. .. , y _ . .� .� � - �.. - .. -. rr • ; .Y�• .... � ...'^I...T"►'_ + - • �� ».. r:.....1' : _ .. i .. �. _ _ . � � .. _ �- .. ..... _w..� _ - M N.T.S "1:k%l 2x TOP PLATE CONTINUE HEADER TO END STUD 8d 0 3" O.C. EACH WAY ON HEADER SIMPSON STHD 14 - INSTALL PER MANUFACTURER'S RECOMMENDATIONS (2) 1 O NAILS TO HEADER CORNER END STUD AS OCCURS (2) 2x STUDS OR 4x POST 8d 0 3" O.C. ALL PLATES, HEADERS AND STUDS s 1/2" NOMINAL APA 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 8d 0 3" O.C. INTO EACH PLATE i. TOP OF CONCRETE MAX. HEIGHT OF PANEL IS 3.5 X WIDTH. RAISE CONCRETE STEM WALL AS REQUIRED TO MAINTAIN THIS ASPECT RATIO. (1) 1 . (2) STUDS 0 SHEAR WALL EDGES NAIL STUDS TO ADJACENT STUD MI/ t Od 0 12 O.C. 2. PANEL EDGE NAILING. IQ.SO NAIL 70 TOP PLATES SAME AS EDGE OF SHEAR WALL NAILING 3. SHEAR WALL SHEATHING. NAIL TO � ('s) INTERMEDIATE FwwiNC o 120 O.C. d. PANEL EDGE NAILING AT SILL PUTS � 5. EDGE OF SHEAR WALL, � SEE FLOOR PLANS d � 6. CORNER, OR DOOR OR WINDOW (17) 7, PANEL EDGE NAIL SPACING 8. RJ TYPE HOEDOWN REQD BOTH ! EDGES OF SHEAR WALL 9. PANEL EDGE NAIL SPACING .. 10. ANCHOR BOLT SEE SHEAR ♦ 1 �� WALL SCHEDULE >>. SHEAR wau SHEATHING J Z 12. IRIM JOIST 13. TREATED SILL PLATE 14. HOEDOWN i VJ • 15. (2) STUDS 1 16. SOLE PLATE NAILING ui a 17. FLOOR SHEATHING � � ui SITAR WALL DETAIL W/ SIMP9ON STRAP TE HOEDOWN • FLOOR SUPPORTED BY FOUNDATION ,puy{wm rna i muw m,nuK uw. PH02 10 SDS 1/4X3 5/S 0 PHDS 14 SDS 1/4X3 5/8 0 PHD6 18 SDS 1/4X3 7/8 0 (14) (s) P •• . vn wv vn �o�wn - �rvrF R 8. PANEL EDGE NAIL SPACING 9. SETUP TAPPING LAGS SCREWS 0 Q 10. • Lu N 11. SIMPSON SSTB ANCHOR BOLT z � 0 3: 3: 12. ,4 1 < WALL SCHEDULE. � � J co 1 13. SHEAR WALL SHEATHING O c 14. SOLE PLATE NAILING W O V CL � 15. RIM JOIST � N � �' � 1 • CONT. DOUBLE STUDS 0 SHEARWALL ., TREATED SILL PUTS cm in= oi W z DOUBLE STUDS EDGES. NAIL STUDS T OGETHER 14d 0 18. FLOOR SHEATHING �G "'*6 1 .9; 12" O.C. i w O 2. SHEARWALL SHEATHING CONT. FROM TOP = C >� 00 OF T I P IFN PLATE 0 ALL O S ILL LATE. 0 T , N CONT. CONTACT ENGINEER. NAIL TO Q INTERMEDIATE FRAMING 0 12" O.C. UJ N t 3. HOLDOWN REQ'D BOTH EDGES OF N SHEARWALL V 4, PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEARWALL s � � V) NAILING � 18 S• PANEL EDGE NAILING ON SILL P REc UA�, �FE,�o rr * - VWl Q 6. EDGE of SHEARWALL SEE FLOOD ATTACHED 20 04 7 CORNER OR DOOR OR WINDOW cE •• . vn wv vn �o�wn - �rvrF R 8. PANEL EDGE NAIL SPACING 9. SETUP TAPPING LAGS SCREWS 0 Q 10. PANEL EDGE NAIL SPACING 11. SIMPSON SSTB ANCHOR BOLT z � 0 3: 3: 12. ANCHOR BOLT SEE SHEAR 1 < WALL SCHEDULE. � � J co 1 13. SHEAR WALL SHEATHING O c 14. SOLE PLATE NAILING W O V CL � 15. RIM JOIST � N � �' � 16. TREATED SILL PUTS cm in= oi 17. DOUBLE STUDS SHEU NO' 18. FLOOR SHEATHING "'*6 1 .9; ' • 1 1 � t r .x 'i SHEAR WALL DETAIL W/ SIMPSON HOEDOWN " •." ;�_ � SO T. PLATE f� FLE . SUPPORTED BY FDN WALL ° "` "°� N.T.S 11562 kr;e., e., f OWAM RE co � AMCE CooE CoMp A pr A�0 L 5.204 Ct�► Of SON (13) 7) (6) r w � I ••ter �. � �� '� I � 1 • MULTIPLE STUDS ( MIN. 2 U.N.O. ) � AT EACH END OF PANEL NAILED oo (2) I AS BUILT -UP POST - 'TYP► N STUDS II II II II � = = 4= =41 3. SHEATING MATERIAL. � i i I I I I I I 4. BLOCKING REQUIRED AT I Y A (7) r (z) (e) aa. an�nrnnv 90 SOLE PLATE NAILING SEE SHEARWALL SCHEDULE 10. FLOOR SHEATHING 11. MULTIPLE JOIST OR 8E4M BELOW WALL - .. 12. SIMPSON MST60 STRAP - WRAP AROUND .i015T OR ` STRAP HOEDOWN AT SHEAR WALL � � PAR sue' SUPPORTED BY BEAM (2) w I I I I I • • 1 II I ' ( ' ( 1. WOOD STUD WALL • : 2. DOUBLE STUD AT EDGES OF SHEAR WALL 3. STRAP PER PLAN. (4) CENTER BETWEEN FLOORS, 4. SOLID BLOCK UNDER STRAP (g) AS RE4'D. - - - -- - - - 5. BLOCKING OR RIM JOIST AS OCCURS. I (2) NOTE: WALL SHEATHING NOT SOWN FOR 1 SHEAT RING 1/2' F 1/z' F 1 /2* F W 1/2 F 1/2" F W 1/2 F W 1/2* F W 1/2 F N WkNo J a SHEAR WALL SCHEDU JE N 1. FRAMING STUDS SHALL BE HEM FIR #2 SPACED O 16" O.C. MAX. THICKNESS OF STUDS TO BE 2X UNLESS NOTED IN SCHEDULE. 2. SHEATHING PANE _S MAY BE LAYED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES W/ 2X OR 3X BLKG. U.N.O. 3. ALL EXTERIOR W1 LLS NOT DESIGNATED AS SHEAR WALLS SHALL. RECEIVE APA RATED SHEATHING, FULLY BLOCKED MTH MINIMUM EDGE NAILING OF 1 O O 6" O.C. EDGE, 12" O.C. FIELD. %- d4. NAILING APPLIES TO ALL STUDS, 'LOP AND BOTTOM PLATES AND BLKG. HOLD=D TRA P A WOOD S TUD WALL - 5. MINIMUM ANCHOi' 80LT SPACING : 4'-•0" O.C. UNLESS OTHERWISE SPECIFIED IN SCHEDULE) 4 2 0 NJ.S MINIMUM 2 ANO ORS PER WALL. PROVIDE 2x2 WASHERS EACH ANCHOR. DO NOT RECESS BOLTS. w r•/► -. t Imo✓"'!• .+A'�r M'�'/'iv . v f/1.. :'. i► •fit' • : y.....w .. ,. •fir • . - - .., - r 't '. - A r •� ♦ - _ •_ . - -- . _ . ... .. ... (6 II II II III SHEATHING aulEl JOINTS, r s I / II I I II II (s) lwicu. Y �I II II III 6. SIMPSON STRM PER SCHEDULE b. HOLoownS As OCCURS 'a AccIl-�� d'd 70 ANCHOR BOLTS P+f'sa B. FIRST BOOR LINE �(5) B. SECOND FLOOR LANE II II II it 11� � I� II II III S u n ii (4) U u u n � = �� REVIEW CODE ED FOR �8� COMPLIANCE W 3 AUG 2 5 2004 (7) (6) City Of Tukwila j - � � •. TWO -STORY SHEAR WALL EL EVATION dun nr��� �,,,.,, - - -. � ?n If I . EDGE OF SHEARWALL SEE . 1 ATTATCHED FLOOR PLANS 2. PANEL EDGE NAILING W 3. PANEL EDGE NAIL SPACING 4 . CORNER, OR DOOR, OR WINDOW ( 5. pOUBLE STUDS O SHEAR WALL EDGES 6. SHEARWALL SHEATHING PLWD., 1/2 ;o MIN. THICKNESS (9) 7. SIMPSON MST60 STRAP - WRAP x AROUND JOIST OR BEAM - CENTER STRAP AT SOLE PLATE ( � o4)0 H ILI aa. an�nrnnv 90 SOLE PLATE NAILING SEE SHEARWALL SCHEDULE 10. FLOOR SHEATHING 11. MULTIPLE JOIST OR 8E4M BELOW WALL - .. 12. SIMPSON MST60 STRAP - WRAP AROUND .i015T OR ` STRAP HOEDOWN AT SHEAR WALL � � PAR sue' SUPPORTED BY BEAM (2) w I I I I I • • 1 II I ' ( ' ( 1. WOOD STUD WALL • : 2. DOUBLE STUD AT EDGES OF SHEAR WALL 3. STRAP PER PLAN. (4) CENTER BETWEEN FLOORS, 4. SOLID BLOCK UNDER STRAP (g) AS RE4'D. - - - -- - - - 5. BLOCKING OR RIM JOIST AS OCCURS. I (2) NOTE: WALL SHEATHING NOT SOWN FOR 1 SHEAT RING 1/2' F 1/z' F 1 /2* F W 1/2 F 1/2" F W 1/2 F W 1/2* F W 1/2 F N WkNo J a SHEAR WALL SCHEDU JE N 1. FRAMING STUDS SHALL BE HEM FIR #2 SPACED O 16" O.C. MAX. THICKNESS OF STUDS TO BE 2X UNLESS NOTED IN SCHEDULE. 2. SHEATHING PANE _S MAY BE LAYED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES W/ 2X OR 3X BLKG. U.N.O. 3. ALL EXTERIOR W1 LLS NOT DESIGNATED AS SHEAR WALLS SHALL. RECEIVE APA RATED SHEATHING, FULLY BLOCKED MTH MINIMUM EDGE NAILING OF 1 O O 6" O.C. EDGE, 12" O.C. FIELD. %- d4. NAILING APPLIES TO ALL STUDS, 'LOP AND BOTTOM PLATES AND BLKG. HOLD=D TRA P A WOOD S TUD WALL - 5. MINIMUM ANCHOi' 80LT SPACING : 4'-•0" O.C. UNLESS OTHERWISE SPECIFIED IN SCHEDULE) 4 2 0 NJ.S MINIMUM 2 ANO ORS PER WALL. PROVIDE 2x2 WASHERS EACH ANCHOR. DO NOT RECESS BOLTS. w r•/► -. t Imo✓"'!• .+A'�r M'�'/'iv . v f/1.. :'. i► •fit' • : y.....w .. ,. •fir • . - - .., - r 't '. - A r •� ♦ - _ •_ . - -- . _ . ... .. ... (6 II II II III SHEATHING aulEl JOINTS, r s I / II I I II II (s) lwicu. Y �I II II III 6. SIMPSON STRM PER SCHEDULE b. HOLoownS As OCCURS 'a AccIl-�� d'd 70 ANCHOR BOLTS P+f'sa B. FIRST BOOR LINE �(5) B. SECOND FLOOR LANE II II II it 11� � I� II II III S u n ii (4) U u u n � = �� REVIEW CODE ED FOR �8� COMPLIANCE W 3 AUG 2 5 2004 (7) (6) City Of Tukwila j - � � •. TWO -STORY SHEAR WALL EL EVATION dun nr��� �,,,.,, - - -. � ?n If • Y� .1 .1 4. t co . 1 W W O ;o x � o4)0 a' tu � r3 N w- L o 1. � 1 V ay CL J PEA 242 04 O c ENTf R O J r m of Z 3 J � W smi JD m co) it in CL 0 < W < N c � =UF- N 5[ � co to fn SHEEP N0. S1.6 PROJECT NO. 11f562 • Y� .1 .1 4. t • . 1 •