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HomeMy WebLinkAboutPermit D04-210 - WGW CONSTRUCTION - LOT 8 - NEW HOUSEWGW CONSTRUCTION - W Q U. O LOT 0 U0 LLI U) U. 4220 S 116T" 2 ST g n- = aW Zf. Z H. W oN 0 I -. W u ..Z W =. z D04-21 0 �1Ylu� �{ 1-- A? I' �t�... I3 , C ity of Tukwila 19Q Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 3347400035 Permit Number D04-210 Address: 4220 S 116 ST TUKW Issue Date: 12/07/2004 Suite No: Permit Expires On: 06/05/2005 Tenant: Name: WGW CONSTRUCTION - LOT 8 Address: 4220 S 116 ST, TUKWILA WA Owner: Name: WGW CONSTRUCTION Phone: Address: 329 NW 2 PL, RENTON WA Contact Person: Name: KEITH MENGES Address: 329 NW 2 PL, RENTON WA Contractor: Name: W G W CONSTRUCTION Address: 329 NW SECOND PL, RENTON WA Contractor License No: WGWCOGW962JR Phone: 425 - 246 -0740 Phone: 425 246 -0740 Expiration Date: 04/19/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,670 SQ FT SINGLE FAMILY RESIDENC AND A 435 SQ Fr ATTACHED GARAGE. PUBLIC WORKS ACTIVITES INCLUDE: Addition of 1550 SF of impervious surface, roof downspout controls by infiltration in driveway, 3/4 "water meter, and access. Sanitary side sewer shared stub with Lot 9 (D04 -211). Side sewer easement benefits Lot 9. Allentown water and sewer connection charges apply. Right -of -way work for D04 -208, D04 -209, D04 -210 and D04 -211 permitted under D04 -208. Storm drainage in S. 116th Street is WashDOT overflow. Value of Construction $164,878.50 Fees Collected: $20,477.09 Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: Y Number: 0 Start Time: Volumes: Cut 70 c.y. Start Time: Private: N Profit: N Size (Inches): 0 End Time: Fill 70 c.y. End Time: Public: N Non - Profit: N doc: Devperm D04 -210 Printed: 12 -07 -2004 Z �_- Z �w QQ JU 00 N C0 LLI J � �w w 9_j LL ¢ Vc =w Z� F- O Z t-- w w U O- 01 W Lu U !L 0 Z w CO O Z ` ,.�A City of Tukwila ISO Department of Community Development / 6300 Southcenter BL, Suite 100 Tukwila, WA 98188 (206) 431-3670 Water Main Extension: Water Meter: N Private: N N Continued Next Page Public: N Is 1. doc: Devperm D04 -21 Printed: 12-07-2004 z Z LU 6 2, D o JU 00 Cl) a V) =' W CO LL 0 _ �LL < d. UJI X : Z 0 z �- LU Uj 2-11 D L) O N UJI LL I F- A 0 -- z LLI CO 0 z ID City o f Permit Center Authorized Signature: 4 1A. & Date: 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 compiled with, whether specified herein or not. Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z �W JU UO CO WI J H N U. WO U- Q M �. = �W z~ H O Z F-. LU 25 U .O to OH WW LLO •Z W U =, O Z 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: / --0 — 0 q 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. doe: Devperm D04 -210 Printed: 12 -07 -2004 City of Tukwila fats Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 3347400035 Permit Number D04 -210 W Address: 4220 S 116 ST TUKW Status: ISSUED Suite No: Applied Date: 06/22/2004 v Tenant: WGW CONSTRUCTION - LOT 8 Issue Date: 12/07/2004 00 1: ** *BUILDING DEPARTMENT CONDITIONS * ** cn o w 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. Q 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center co = w (206/431- 3670). Z H 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to w O start of any construction. These documents shall be maintained and made available until final inspection approval is 5 granted. v o ON j 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. w w 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any O requirements for special inspection. tii o U= 7: All wood to remain in placed concrete shall be treated wood, z ~ 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: 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. 11: 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. 12: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 14: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, doc: Conditions D04 -210 Printed: 12 -07 -2004 . JDM!RS.MYVdXN. H4ilMd' N?� '+�!111;Re'�f�Nf6H$1.'fi!Ja4tkY+ rP}.+` Mk4H #11fiA1Y1�!Vw�ettC7.R+YYlI!+fY766 . �OM1?! �'+ roMN .:Pp+u9�fSw•yFNKSSfG.tlA�� +F,1� .. City of Tukwila k 1908 � Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila z 1I.-' shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from re requiring the correction of errors in the construction documents and other data. Q 9 w �� 16: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 0 C O 0 17: Contractor shall schedule a preconstrcution meeting with Public Works Utility Inspector at (206)433 -0179 at least 24 co W � hours (one working day) before disturbing ground. F N U. w O 18: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 19: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans U- U d shall be submitted to the Inspector for prior approval. _ z� 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be z O underground from the point of connection on the pole to the house. w w 21: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified v N flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. W w U U 22: Any material spilled onto any street shall be cleaned up immediately. I 23: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation z 0 N off -site or into existing drainage facilities. 24: The site shall have permanent erosion control measures in place as soon as possible after final grading has been z completed and prior to the Final Inspection. 25: Eaves shall not extend more than 18- inches into yard setbacks. See sheet A -6. * *continued on next page ** doc: Conditions D04 -210 Printed: 12 -07 -2004 g City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. i i I Signature: / Date: / —6 i Print Name: Z)nr ) S 1 z Z UO. U U, CO) CO LL WO 9� U_ ? � =W zP k`- O z i_ W UJ �O U CO W �U U_ z Iii N:. H � O z Printed: 12 -07 -2004 doc: Conditions D04 -210 i L z Z UO. U U, CO) CO LL WO 9� U_ ? � =W zP k`- O z i_ W UJ �O U CO W �U U_ z Iii N:. H � O z City of 'Tukwila Steven M. Mullet, Mayor Department of PrtbUc Works James F. Morrotiv, P.E., Director 6300 Southcenter Boulevard, Suite #100 vein Tukwila, Washington 98188 r Phone: 206-433-0179 1808 Fax: 206 - 431 -3665 Web site: c0itkwila.wa.us WATER METER INFORMATION Parcel No.: 3347400035 Permit Number D04 -210 Address: 4220 S 116 ST TUKW Issue Date: 12/07/2004 Suite No: Permit Expires On: 06/05/2005 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,670 SQ FT SINGLE FAMILY RESIDENC AND A 435 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITES INCLUDE: Addition of 1550 SF of impervious surface, roof downspout controls by infiltration in driveway, 3/4 "water meter, and access. Sanitary side sewer shared stub with Lot 9 (D04 -211). Side sewer easement benefits Lot 9. Allentown water and sewer connection charges apply. Right -of -way work for D04 -208, D04 -209, D04 -210 and D04 -211 permitted under D04 -208. Storm drainage in S. 116th Street is WashDOT overflow. I METER #1 METER #2 METER #3 I Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204g04 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $0.00 $0.00 $600.00 Cascade Water Alliance (RCFC): Y $0.00 $0,00 TOTAL WATER FEES: $2,688.00 .. D0• 00• �1..:. �..... .:.- e.•:.::y.:...-- ,...:. :.- +.+��H.�:� n. .;.�i.1� � � ::1.'.,.,� ...:L,.:y�. .v .:i.:.r�a..a i��.+•4�.J.i.,rs ,.. .i'd'sx!.w.�:i:.v.:c:s:8.i.i.: .t a:;N..w.t;,:.a;..,�ta: .,n.�: tit::] isw.'. a1av;: i; lin.: �.ii.Y«lia:�u::i:;a+:.::oa -+.» t ..s�xr:.u.I J :..ru.:.... .. ,..... . >... ...».. .,..: a...,. `4- -• -.. '::::nom '+..:.... ' :.: Z �z �w D UO 0 C0 H (0 L w 9 - LL cod =w Z I— F- O W W 25 U 0 ON o� wW u. O Z U =' 0 �. Z � s J G1 o 79p8 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 IJOCATION • n King Co Assessor's Tax No.: Z ' C7C).3 d Site Address: no . • �! (�/ Sel Suite Number: Floor: Tenant Name: New Tenant: F� .... Yes ..No Property Owners Mailing Address: CONTACT PERSON Name: Day Telephone: G j 4%g Mailing Address: Sl%/ l W lam— f'L- C Vizen / US-S City State - Zip E -Mail Address: Fax Number: GENERAL CONTRACTOR INFORMATION Company Name: • Mailing Address: City Late Zip Contact Person: - �� �`� t7" /✓ /�/C�/a► Day Telephone: 0 7� E -Mail Address: Fax Number: Contractor Registration Number Expiration Date: * *An'original or notarized cop}rof current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD = All plans must be wet stamped by 'Architect of Record Company Name:,. Mailing Address: City State Zip Contact Perso { / /yt S Day Telephone E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: T , -tL ! CJG-- Mailing Address:_ f?,g- 1pdj T - ✓�� City Stale Contact Person: � 1/ - ^q 12W Day Telephone: E -Mail Address: Fax Number: \applications \permit application (3 -2003) { 3/2003 111ge Y ::.xw,ye• ur ei. .r� •i .rna+rst d -fw:•. ) •?...�fx•n,1� tri*. . mut' a+' r; ri' �" ��4t' 7�" �x5+. �w�• rJ,•; rtitrc��av�.< in' ynra�f'^" n:' t' v�WS+ n•. 5w'.• �tW3+.. tfe•.. n�Nrr.:^ �: ��« � • t:5'"�tt;Y 7 }¢j� , � „ ! r "t";� /�avw i �' '".�'�...���..�r�..�lw...iwwZ w.-..:•+.+..+.+.+. �..:....+.,...++ r+-.++.-.:....: . «...- w..w:+r....+..+.+..w»ws�. CITY OF TUKWILA., Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Z ~ w Q � Q � JU 00 W= I- �LL Wo LLQ �D = W Z �O Z �5 U� ON o F- W H �Z ui C/) U Z HF- -BUILDING'DiRMIT i ION 206 431.3670 Valuation 'of Pxojact'isanrdfoA's bid price): $ _j}� _ Existing Building Valuat'on: $/ Scope of Work (please provide detailed information): 6 - (I� Will there be new rack storage? []..Yes 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 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 [:]..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers []..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or h ardous materials in the building? ❑ .. Yes ❑ ..No If "yes ", attach list ofmaterials and storage locations on a se arate S -112 x /I paper indicating quantities and Material Safety Data Sheets. \applications \permit application (7.2003) 3/2003 Page 2 Z Z �W QQ WV UO C/) C0 W J = H NW WO 9-1 LL a = W Z f.. HO Z H W W U to 0 F- W HP tL O .Z W co O� Z Existing .. Interior Remodel Addition to Existing Structure New. .Type of Construction, per UBC Type of Occupancy per UBC 1 2' Floor. o Z 3 . Floor Floors thru Basement Accessory Structure *. Attached Garage 4 ,4 Detached: Garage Attached Carport . Detached Carport, Covered Deck 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 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 [:]..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers []..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or h ardous materials in the building? ❑ .. Yes ❑ ..No If "yes ", attach list ofmaterials and storage locations on a se arate S -112 x /I paper indicating quantities and Material Safety Data Sheets. \applications \permit application (7.2003) 3/2003 Page 2 Z Z �W QQ WV UO C/) C0 W J = H NW WO 9-1 LL a = W Z f.. HO Z H W W U to 0 F- W HP tL O .Z W co O� Z i .j I T' ;T .ii 0 M, M ER.MIT:I TION 206 433 0179 Scope of Work (please provide detailed information): 1(,07 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 ❑... 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 ❑ .. Easements) ❑ .. Maintenance Agreement(s) ❑ ... 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 ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...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: Mailing Address: Day Telepho City State Zip \applicationApennit application (3.2003) 32003 Page 3 ZZ '- W U Q 0W . = H N LL WO LL- Q C O = �W Z Z H HO W !-- U� co 0 F- WW H - Z W U= O Z [ANICAL ] �ECW�IATION 206=431 3.670 ,. MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Day Telephone: 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): $ Scope of Work (please provide detailed information): Use: Residential: New ....�f Commercial: New .... E] Fuel Type Electric .....F� Gas ..,0 Replacement .... Replacement .... 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 <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP/ 100,000 BTU Furnace >1OOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted I- Ieater Ventilation System 30 -50 I - IP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU lieat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind PERMIT APPLICATION NOTES Applicable to all permits >tn this a 1><cation Pp 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 defined 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 PgRJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING : OWN R OR; V0kIZE Si g nature: I Print Nam Mailing Address: Date: Z d!� Day Telephone: City State Zip Date Application Accepted: { Date Application Expires: Stafff Initials: \applications \permit application (3 -2003) 3/2003 Page 4 Z ~ W J UO CO co W -3_ H CO U_ WO �J LL. Q N� 2 F- W Z H Z� U� ON 0H WW H� LL O Z W U= O Z .� City of Tukw f9os 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Address: Suite No: i Permit Number: Status: Applied Date: Issue Date: D04 -210 PENDING 06/22/2004 Applicant: WGW CONSTRUCTION - LOT 7 Receipt No.: R04 -00758 i ` Initials: BLH User ID: ADMIN Payment Amount: Payment Date: Balance: 1,374.04 06/22/2004 12:31 PM $1,617.25 Payee: EDMONDS PLAT LLC TRANSACTION LIST: Type Method Description Amount Payment Check 5067 1,374.04 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 882.54 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 23.50 PW PLAN REVIEW 000/345.830 218.00 i Total: 1,374.04 doc: Receipt Printed: 06 -22 -2004 Z �Z w 00 U) H C0 LL w 0 L L Cl) _CY �w z� H 0 z 1— w W U O C (31-- Uj LLI 1 H LL O ti.l Z. U N O z 1 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3347400035 Permit Number D04-210 Address: 4220 S 116 ST TUKW Status: APPROVED Suite No: Applied Date: 06/22/2004 Applicant: WGW CONSTRUCTION - LOT 8 Issue Date: Receipt No.: R04 -01636 Payment Amount: Initials: BLH Payment Date: User ID: ADMIN Balance: 19,103.05 12/07/2004 11:27 AM $0.00 Payee: EDMONDS PLAT LLC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5266 19,103.05 i ACCOUNT ITEM LIST: Description ------------------------------ BUILDING - RES CASCADE WATER ALLIANCE PHOTOCOPIES /DUP SERVICES PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW SEWER - ALLENTOWN /RYAN STATE BUILDING SURCHARGE WATER - ALLENTOWN /RYAN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Account Code Current Pmts 000/322.100 1,357.75 401/386.550 2,088.00 000/341.690 5.00 000/345.830 10.00 000/342.400 37.00 000/342.400 304.50 000/345.830 86.50 402/379.004 9,461.40 000/386.904 4.50 401/379.004 5,158.40 401/379.002 60.00 401/342.400 15.00 401/386.520 490.00 401/343.405 25.00 Total: 19,103.05 UU doc: Receipt Printed: 12 -07 -2004 z w �U UO CO) C0 W W _. rr C0 LL wo 9-1 LL j cf)d =w z t... �O z�_ �5 �p ON o�_ w W X:U LO LLI z U= O z INSPECTION RECORD Retain a copy with permit 41 -210 INSPECTION NO. PE T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: / epl tv — Type of Inspection: ;r b/I Address: Date Called: A/- 27 -OS Special Instructions: Date Wante� a Requester: �pG(F Phone No: i Approved per applicable codes` Corrections required prior to approval. COMMENTS i , f i r Inspector: AADate: �. $58.0 REi SPECT'ON FEE REgi RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z W W .i U UO Cl) = C0 LL WO 9Ei LL C,) d = W H 0 z I— W 5 U� O- o I— WW 2 H 5. 111 z U= 81--. z INSPECTION RECORD J Retain a copy with permit N q INSPtCTION NO. P R R N CITY OF TUKWILA BUILDING DIVISION • 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431-3670 _Type P MG W 60,15t.. td of Inspection: Add ss: '�) av P— ( Date Called: Special Instructions: Date WanteI4 I a.m. p.m. Requester: Phqra j o: C/ — 1 F Approved per applicable codes. Corrections required prior to approval. Receipt No.: Dat e: I Z 3 00 CO 13 (0 LLI WX J I.— T LL W 2 � 9:3 U. CY Z X Ir- 0 z �- LLI W 2 5 n C1 0 co 0 I-- W LI J Ill LL Z co O ~ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit '�- INSPECTION NO. I NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Ty e of Inspection: Address: Date Called: Special Instructions: Date Wante a. m. Requester: Phone No: leceipt No.: Date: Z ;H Z �W �U U O Cl) LU LDL WO U J Q N� S F. W ' Z H WO W U� O - o ff W H� ll. O tL z CO O F- z u paid at 6300 Southcenter Blvd., Suite 100. tall to sechedule reinspection. ---... _._INSPECTION RECORD Retain a copy with permit I_ INSPECTION NO. P IT O. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 61431 -3670 P of t: r Type of Insp ction: I A ress � (_ (� ate Called 4/,2 Speci I Instructions: Date Wanted: 7 (� m. M. Requester: Phone o• ,. Fl Approved per - applicable codes. FI Corrections required prior to approval. Receipt No.: Date: Z }�- Z W JU UO W = �L W O. a� LL Q C d F = W .. _ ? I•- 1— O W �5 U� O N (3 H W Lll HU W Z tll U =. O Z U paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTI N NO. PE/f CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro a 11D Type of nspection: �• Addres : Date Called: / Specialk Instructions: Date Wanted +`. � m. p.m. Requester: "` Phong No: cls -• . ✓ Receipt No.: Date: • i Z " W JU U CO) U. WO U. U �. 2 �W Z H 1— O W H- �j U ON U Fr- WW LL Lll Z U= O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. r INSPECTION RECORD Retain a copy with permit f INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Leceipt No.: Date: { •F�� i i t Z tH W � D 0 0 CO) �LL WO LLQ D �W Z = F— F- O W F— LLJ U ON o F_ WW LL O W Z CO O Z E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Typgof Inspecti n: , C Lt ') _� )L. a e Ca ed: - Speciat Instructions: i .m. Date (4/2z�/Q p.m. Requester: i -,') ( 'k / Phone ') No: V Leceipt No.: Date: { •F�� i i t Z tH W � D 0 0 CO) �LL WO LLQ D �W Z = F— F- O W F— LLJ U ON o F_ WW LL O W Z CO O Z E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORDS ` Retain a copy with permit INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 " (206)431 -3670 Pro'ect: Call // // '� /{/ . o Iris ection ::/ A r ;Z 6 o f / /„ J rtt( Date Called: q(2c-k)V '-� Special Instructions: ate Wanted: / M. 41 ' .m. Reqpester: Phone No- 10 Receipt No.: Date: Z �Z ' W W� JU UO 0 w� CO) L WO LL _ (0 L W T r i ZF E- O W H W U� O �. D H. W U L 0 .Z W U= O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a co with p ermi t cop p INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 6 -)� Type of Ins ectio '�� I y/ u� Address: 4ado 5 /4:1 J Date Called: 00 0e, /v Special Instructions: Date Wanted: Tc Ca O / /27/0 5 p.m. �7 Request e �a v. u c Phone No: F Apprted per applicable codes. Corrections requ ed prior to approval. C wm 5L� COMMEN'(S: " yl i �r 0 We- \ ., y � 0 5 - FW c �7 vu v. 7 J 7 U� vv' Inspector: L�U Date: V v Receipt No.: Date: $47.00 RE INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Z W Q � Q � JU 00 CO 0 wW LL w U- � �W Z= F- O W ~ W U _- �l- wW H Z.) LL 0 W Z U= O H" Z : 2 — o INSPECTION RECORD r Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2070 P oje ct: Lo Type of Ins ection: } ress: Date Called: , Special Instructions: Date Wanted: / :)(A m. cus- P.m. Requester: J/ c� Ph ne No A pproved per applicable codes. Corrections required prior to approval. Inspector: < < D 4 o vs $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior Receipt No.: Date: Z W UO C O 0. J � LL WO LL to = W f- _ H O W �5 U� ON �H Ww LL O lLLl Z U= O Z INSPECTION RECORD Retain a copy with permit °� C) INSPECTION NO. PERMW' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 P o* t: 6� Type of Inspection: - Address S h �� Da e Cal ed• Special Instructions: Date Wan Ye : !� m L p.m. Requester: Ph No: M Approved per applicable codes. FI Corrections required prior to approval Inspector: C D $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: ::1 Z Q� ~ W UO NO J 1: U. W� 9 5 W? = W H = Z~ ZO LLJ �5 U� ON D E- WW U O Z co W H X: O Z r 'SS INSPECTION RECORD Retain a copy with permit C) q INSPECTION NO. PER M CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 70 P jec : (,(� Type of Inspecti n: i Ad re : Date Called: . Special Instructions: Date Wanted: a.m. Requester: ;'` v Pho No: Approved per'.Applicable codes. 1:1 Corrections required prior to approval. COMMENTS: Inspector: r Date: -)4- JU AM $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 ~ W JU UO 0 W� CO L W O 9-j LL co) Cy =W Z f.. l- O W ~ W U� O N WW LL Z llJ U= O E- Z INSPECTION RECORD 1 Retain a copy with permit bo INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: , ` � � � � w nm Type of Inspection: r Ache; s: ( ;,\ Date Called: Special Instructions: Date Wanted: a, . 2"2g-o . j p.m. Requester: Phone No: n Approved per applicable codes. O Corrections required prior to approval Inspector: r Date: COMMENTS: f - r k Gtn C) vv1 Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IR z �Z W JU UO W W �LL WO a L. N = W E- O z H LLI 5 U� O- C3 F- WW H� LL Z UN F= _ O F_ z �i { INSPECTION RECORD Ll ` 'v ? Retain a copy with permit INSPECTION NO, pE CITY OF TUKWILA BUILDING DIVISION s 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. P.m. Requester: Phone No: N Approved per applicable codes. Corrections required prior to approval. COMMENTS: v 'fir. Inspecto : Date: 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.: I Date: z �Z ~ W 0 CO J � LL WO UQ co d = W H z� Wo W U� ON 0H WW LO W z co O z 9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro�'e�cgt: )) Type of Inspection: Address: y ao _ 45 16 Date Called: 0 3 L2 os Special Instructions: tai ,4,R, f P r����r�r Date Wanted: a.m. 03 a- b PITr "I Requester;, Phone No: .� -3(a� Approved per applicable codes. O Corrections required prior to approval '1. ri.: • MW r a • . w Inspector: �� � IDate:��,� $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 Z � W UO C 0 CO) Ill J = �LL w O. 9-1 LL Cl) = d � W Z 2 F O W F_ w U� ON o�_ WW W Z tl l UN 1— _ O Z �r INSPECTION RECORD ' Retain a copy with permit INSPECTION NO. PER IT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206),431 -3670 Project: Type of Inspection: C t ddress: ate C Iled _ Special Instructions: ate Wanted ' �) m. Requester: ( - 1) V Phong No Approved per applicable codes. Corrections required prior to approval. COMMENTS: S. I (l r WCA '? r CA v^ a r 0-010 TC� 1 A4-e- .-.;P iC e Y\G fJ n 1( � i i a C` I ••PG c� P 0 C, A i r 'P ` D- ` iV i 1 `i r X00 s ) 4 or ` C3 A0 vi c) !� a "I + Ll I \blo '\:p ILQ T Yu, A \ \,P Inspector: ' - 1a 2Q A I L I - 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: I Z W f � JU UO W= �LL WO 9 -1 LL Q N� = �W Z H W O W U� O- o�- W H� LL O w Z U =, O Z INSPECTION RECORD - Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project• (+ Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a. m. Requester: Phone No: D Approved per applicable codes. Corrections required prior to approval. COMMENTS: W "' \ . 5 CCA 1 l tJf L l.►v� \�P l SA�n ! P C, �I . - - P . \ r\ sr' ua're. box h� ct $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z '~ W UQ CO to J = r~ D LL. WO 9-J co = W ' Z !-- O W H W U O N 01-- Ww H� �Z 111 co O Z `` INSPECTION RECORD ' ' ! Retain a co py with permit INSPECTION NO. ` PER NO CITY OF- TUKWILA BUILDING DIVISION_; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20GY431 -3670 Project: _ A Ci9oA 1-2? Type of Inspect'i n: 7A dress: Date Calle p structions: Date Wanted' I IEE p.m. Requester: Phone No: � Approved per applicable codes. Corrections required prior to approval. nspector: *— Date: , � _ I'- nn" $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. leceipt No.: Date: Z �Z 1 W W rU U U) H N LL WO U_ c a = W H WO W U� 0 F— W W H �. LL z U= O z INSPECTION RECORD �^ Retain a copy with permit INSPECTION NO. PE T.N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6) 1 -3670 I roject: , TY pe of nspection: * J1 Ad ress• ' �, t• � D to Called: i Special Instructions: Date Wanted: m. D� oS p.m. Requester: Ph one D\u Q — Approved per applicable codes. Corrections required prior to approval. Inspector: - Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �Z W JU UO w� �LL WO LLQ � D = �W Z l— !— O W ~ W U� ON 0H W H� O •• Z W U= O Z INSPECTION RECORD �L/o Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj t: [�G�� Typ . of Ins � ection: rA F7 J 'd i c1 " , Addr ss:�� � ��� Date Called: v� Special Instructions: Date Wanted: �f G a . .� Requester: DDU Phone No: M Approved per applicable codes. Corrections required prior to approval. COMMENTS: `TS: \ 0j) L) & v,,.,_ S QLi J 'd i c1 " , v� Inspector: Date: Receipt No.: Date: F] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. {1 Z ;3: Z W W� 00 CO W= J N LL. WO ~ 2 J LL N d = W WO W U� o H-. W UJ I•- 0. W Z tll — O ~ Z INSPECTION RECORD O y _� f 1 1 Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: + Type of I S ,ection: Addreis Pate Called- _ O Sp Instructions: Date Wanted: a.m. P.M. Request r_ Pho a No: 0' 10 07, i Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 r 4 r v c,.f rv\ .P vt P o 1. oL A -e 1 ov- ' �-e W� ,r< a v' _01 l b s ` � 'rip A (( Ck * . p 1� .n V -e r JP lnr -e r ya T' P ck ­0 r K Zr a �__o V " CA4 9 \O - r a v\ C�1 v f !n r ( 9 V\ t V\?"-9 V t CA, 96AR VXA ✓fir, Per lip Inch' cw0 a 1 b nx C o : -A ►� �S. I 0:�:Y' a Inspector: � Date: 2-8 $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 �Z � W QQ� J0 00 to 0 co III W = � WO 9_J LL N = W H ? F- ZO W U C0 o - W W LL llJ Z U =. o'' Z Of i S kV INSPECTION RECORD s ' Retain a copy with permit INSPECTION NO. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P je t: , _ VW Type o Inspection: ,` �� (�t/�-1 Ad s: �6 ,� Date Called: r SI Instructions: Date Wanted: a.m. P - I t D + le ' s v C (� P.m. Requester: P o o: M Approved per applicable codes. F1 Corrections required prior to approval. COMMENTS: 1) gZ U4,6 vA evti' 1 ro w a4 P - I t D + le ' s SA k M O I V\h h/' 1� S I Inspector: Date: OQ "ji, $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 H ~ W JU UO N J � U. WO U_ Q N d = W Z f- O F- W U y7 0 H WW F� LL Z U= O Z INSPECTION RECORD Retain a copy with permit'��� INSPECTION NO. PERM 0 CITY OF TUKWILA BUILDING DIVISION y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type ofAo pectJ n r )f Address: CJ n Date Called: / Special Instructions: Date Wanted: a.m. ') 10- P.M. Requester: Phone No: COMMENTS: P S f ' �Pt" Y 1 yr s- Lvv W - 9- o Approved per applicable codes. 1:1 Corrections required prior to approval. Inspector-' Date: $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 JU UO 0 C0 �LL W� U . c d = W H Z� H O Z F- W U� ON OH WW HL) W Z 111 U= O Z ` INSPECTION RECORD �� j �D Retain a copy with permit E INSPECTION NO. PERMIT CITY OF TUKWILA' BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Ty e,of Inspection: f A 'ddress: as 04 ISp6cial Date Called: #5 7/ Instructions: Date Wanted: a,m,. Requester: Phone No: Approved per applicable codes. ® Corrections required prior to approval. (inspector: // Date: �_ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 01 ! Receipt No.: Date: , I . z Z JU U U U W J � �LL W� 2� LL N = W z z ° UJ W U� U 0 F- WW z U= O z ] ''INSPECTION RECORD Retain a copy with- permit INSPEC71ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 � D6)43l'] Q Prr� CIO Type f I spect . o o ISpdclal a�O ' t V\CA lnsfr Date Want a3) J� �Pbl� e r- tone N 0 (M Z -_° r - 1 Approved per applicable codes. 0' Corrections required prior uoapproval. lnspector:'*'-� Date: E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at63OO5outhcenterBlvd., Suite 1OO Call booecheduiereinspection. �LL UJ 0 LL CY . z ~~ . 0 �- a �-� LL a�O ' t V\CA re v 2C, li e�) 2 2.) , �Pbl� e r- lnspector:'*'-� Date: E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at63OO5outhcenterBlvd., Suite 1OO Call booecheduiereinspection. �LL UJ 0 LL CY . z ~~ . 0 �- a �-� LL Gy 0 2 04 3 INSPECTION RECORD Retain a copy with permit � INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206).,43,1 -3670 Project: ( WG Type of Inspecttio�n: Li Address: Date Called: Special Instructions: Date Wanted: a. m. Requester: Phone No: M Approved per applicable codes. Corrections required prior to approval. COMMENTS: WO U e V' t - G w 0 4 e'✓' S r v G 0t 06 C- �. V'Is5x !>J 1m,551 V" Z' lv ko ov, fr ( �- � r c r• •e � o�� 7- o c 5 UV\ J*e,r 6 w\ -p e , vn t�-rS S L V-'VA I w�s-k o-f �n • 5 ✓ c k Jl S4CAJ r �. C-ti' Inspector: r Date: A4, $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: "• ��. rev : *. ° ::�rrtr''` d f»ast?�:d'ti3' : abi�::5i�.v< ,�i> iS:!�.v� e7;�u:e�,to Z t" Z W UO w UJI �LL WO U- �. N F- W Z F ZO LL15 7D U ' O N OH WW HL) �O Lll Z U= o� Z l cre INSPECTION RECORD [ Do Retain a copy with permit INSPECTION NO. Pf CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3670 Project: ` l r J e Type of I ction: Address: , Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: rn t e. - r- r c z 2C� YIQ ' '� • YOv� a o rr PG .r IVA S poi . Y` 1D 3. rc ku< '> PC�I;� �M tv' e_ Covey % r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z iF- Z . �W JU U0 Cl) C u_ W � QQ U. N = W Z F- ZO LU W U ON 01— UJ LL J Ir- LL I.tJ Z U =. 0 Z i INSPECTION RECORD Retain a copy with permit 5i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: � _ a ' C W W Type of Inspjc� n: Naii;h Address: Z O ' ( � Date Called: Z" 1 -05, Special Instructions: �� as m Date Wanted: 2._ 2- 05 Requester: DQ . u Phone No: '2a t — 7 J -36 Approved per applicable codes. 5& Corrections required prior to approval. COMMENTS- t 1 1 -t tv h C G V1 '�� •F v,�.nQC�� L 1 ` 1 t\ AC,I Y0 e\ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter B(vd., Suite 100. Call to sechedute reinspection. Z ~Z W QQ � JU UO W= J S2 LL WO J u- Q N� = a �W Z f�- I— O W ~ W UC) O� o�- W S u- 0 W UN O Z INSPECTION RECORD 4 2 Retain a copy with permit INSPECTION NO. PE MIT 110. CITY 'OF TUKWILA BUILDING DIVISION -�" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: y y ` ' C W o� 5jr. Type Inspection: off-, h Dr6r) ns Address: . �O 5 11 6#15t Date Called: 2-1-0 Special Instructions: �a� 8 Date Wanted: .m. 2_ -0 o5- ap.m. 2 2 Requester: Dom Phone No: 2-O6 --795 —3627 Approved per applicable codes. Corrections required prior to approval. lug to ! �M nspector: AAe— 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 JU UO CO 0 W= NLL W� LL Q co d = W Z3: F- O Z F- W �5 U� ON � F- WW F- �. 1L Z LLI to O Z INSPECTJON RECORD 7 Retain a ropy with permit �� n INSPECTION NO. P T O. �s7 CITY OF TUKWILA BUILDING DIVISION j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i P oject( Type of In pectio Addrae�s D b I (e Date Calle W hr- Special Instructions: a 0" Requester: tbi�. Date Wanted / 05 M. p.m. ha�o: J3� oC --- a Approved per applicable codes. Corrections required prior to approval. COMMENTS: I pert ir: D O E o0 REINSPECTION F E REQUIRED. Pnor to inspection, fee must be at 6300 Southcenter lvd., Suite 1(�0. Call to sechedule reinspection. Receipt No.: Date: J Z - W JU U 00. W = I.-. N W WO 9-1 LL Q cf) _Cy W Z = H O W F- W U� ON o� W W U. O 111 z U= Z INSPECTION RECORD �a � i Retain copy with permit INSPECTION O. ; AERN0, CITY OF UKWILA BUILDING DIVISION 6300 South center Blvd., #100, Tukwila, WA 98188 (206)43 -3670 Pr o ( t' & / Type o Ins / ion: / A d ��f� 5 .. Date�alled: Special Instructions: Date Wanted: _ a.m. Requester. P ne No: '.�, i 1 J Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 J ( -19 Gv / /1191 -e /a ),0 QAAeZ T i w . Inspector $P.00 REINSPECTION FEE / &d at 6300 Southcenter BI ceipt No.: 9 Date: 2UIRED. P i r to Inspection, fee must be Suite l Mall to schedule reinspection. Date: -7 Z Z �W aa JU UO N W= J IZZ 52 LL W J LL Q C0d �W Z = I— ZO W 5 U� N 0H WW H H �Z Cd N b H Z 1 INSPECTION RECORD ('{ --J Retain a copy with permit INSPECTION NO. PEW 41`1) O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project/:: QQ L T f In pection: I( �f (mw b U A ! V\ Address: A s zo L�� Date Called: 1 Special Instructions: Date Wanted: Q1 m. D f i _ ('Z -05 p.m. Requester: L Phone No: 72 1 5 2 - Z - 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 4o \,AS� e ( Qd EG ! D f r L 1 ✓� G n l j DI +r (J VN C'_ 11,,,1 A Y l L) !" -P `P V\ cw ty (okr d� P �YV1 t h ok4 1 c A-t3 1 J e 1'�S�' c-'t e tt 1 0 0 1 ac\ Receipt No.: Date: $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� JU UO WLLJ �U- WO J N_ d = W t— _ Z f- zO W U� N 0 1-- W W HL) 1 ' O lt! Z U= O tr z INSPECTION RECORD a Retain a copy with permit INSPECTION NO. PERMI � CITY OF TUKWILA BUILDING DIVISION f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 }43 -3670 Project: n Ty Rg of Ins ection: Address: Date Called: 1 1r Spe tal instructions: Date Wanted: N p.m. . .S ko' w Ir 0 s Requester: _ � 11 0 v n Approved per applicable codes. Corrections required prior to approval. COMMENTS: • � �h� Gifh�, �' o It vt Sl- V a S P �` t i V\ C4 1 1r r t r• fa JA i -e 't Wt i ' VA es . .S ko' w Ir 0 s Cam' %c'AA 6- - _ � 11 0 v r Y do J 5� �v t F• ispector. Date: } I eceipt No.: Date: E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i ' '�k -� .; : tiTt:� +�£ " ` + ki+�as:a z iF Z � W � D U UO Nc to W J� �LL WO U? to �W 1 O z 1-- LLJ 2 5 Do U O- 0 F- Ww H~ LL O --z U= O F- z . . ' 1 — INSPECTION RECORD Retain a copy with permit S INSPECTION NO. PE I NO CITY OF TUKWILA BUILDING DIVISION j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 t F Project: ( Types of Inspect' n: `' lJ r Address'. D to Ca led: Sp cial Instruc ons: Date Wanted: I I D a.m. ,Dr`rt S T� Sine ,• Requester: r C rclf W 1 I hone No: tP Approved per applicable codes. Corrections required prior to approval. COMMENTS: VC I CIA, . �h Cv ► �M � � ,Dr`rt S T� Vile P V \ ,• 'T O i r C rclf W 1 I I h<' 0} 04 t 1 Inspect Date: $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 Z W UO W W �LL WO N = W Z f-- H- O Z R �5 U ON 0 I -- = U H� LL Ill Co O z 1 _ INSPECTION RECORD INSPECTION NO Retain a copy with permit PER IT O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje t: Type of Inspection: A d ess: Date Called: t o Spe ial Instructions: Date Wanted: lP m, 1.3 tw Requester: Pho a No:,_ ,, Approved per applicable codes. Corrections required prior to approval COMMENTS: ' // 'P V 1M -P. P r 70.1 J rn r"A l fi Inspector: Date: Receipt No.: Date: I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z H ~ W UO W= N LL WO 9-1 LL Cj) = W H �O z� W W U� O N. �H WW H0 LL O --z U U Z INSPECTION RECORD Retain a copy with permit CAN INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 a Approved per applicable codes. Corrections required prior to approval. C Project: Type of Inspection: Address: Date Called: i4v S 11(�n I I Special Instructions: Date Wanted: I a.m. Tr 1/ 5 P.M. ,`� � Requester: COMMENTS: Cgn-At Ir A., 61r 47 2n . 9-4 Tr Inspector: Date: I L Receipt No.: ate: F - I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �J 1)12-1 0, z UJI —J 0 00 CO 0 CO LU W CO LL WO 2 � 9-1 LL 0 LU z = 0 z Ir- LU W 5 0 0— W W x () F- F- 0 Z L) CO P I =. b F- z INSPECTION RECORD Retain a copy with permit D04 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: W& W c sfy- Type of Inspection: s ew er draih Address:4LZ,) Date Called: )- 13-05 Special Instructions: Q ] CJ Date Wanted: ( a.m j ` "' tl p.m. Requester: Dou Phone No: 2q/ —jq -5— 2 /_ 2 _ l Fl Approved per applicable codes. © Corrections required prior to approval. W r t ( • 1 ` 1. 1 • A 1 r f 1 ( • r� I Inspector: &- j I Date: Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i Z '~ W f]C 2 M JU UO N U) W J F S2 (L. WO 9 5 LL �d = W Z� F- O Z R �5 U� O H W 2 LL Z W U= O Z INSPECTION RECORD �� + � f � Retain a copy with permit `T' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: H(G w Consfructior) Type of Inspection: Address: 4 2 2i✓ J C )164h S Date Called: 12--28-0 Special Instructions: .J, Date Wanted: a.m. Requester: Phone No: 253 -261 + t ` 23 hW 1-1 Approved per applicable codes. COMMENTS: F1 Corrections required prior to approval Inspector: Date: � Receipt No.: [ Date: $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 tr � �U U0 CO to W J l �LL WO 9� LL Q a = W Z ZO LU W UC1 o1-- WW H� u' O �Z co O H Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J f� r Approved per applicable codes. � Corrections required prior to approval. Project: 1 { {,/ M `* V � 1 Type of Inspection V� Address: Date Called: Special Instructions: Date Wanted: a. m. 1 A 12 L I P.m. cJ Requester: ti YY\ CLk Phone No: COMMENTS: u�l i 11 � rr r�C,�Y � � S � �`4 a � 1 - �c�rcrr�►� �—o-` Q crn,fl -ec� i `llkJ\' E" G � C� k e t,ceA cJ Kz,, u 1 A-,o Fo,,dr, I i,, . CLk wark C ov-pv e c.) o k tA\' s; mil.• C-0'' T es -fee usra �vr 1- 0+ SCR Inspector: Date: ca IIY�c��r tD k I Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �W UO N� �U- WO 9 LL N �. = W Z0 � D U 0 H Z U. Ir- IP- U.. Z U= O Z t i ' S r•� (oxIaDF #1N GL6 r--)A x-00� W = 5 rWs" W/ (Z) 3/4"0 AW BOLTS - *SDWL EA V ERT It. a i Vl� 11� b ^� s > w r. o -n b 0 °5 EA WAIF 7DF4, 150 v C-ONC COL / FT& CONN. VJ 1 I REVIEWED FOR CODE COMPLIANCE i APPRROVED NOV - 8 2004 illy of Ttl <Wila BUIMING DIVISION (1) X 2' -D L0N6; VEIZT GDLL ICJ/ ( Z) W- S N, EA F= A L. C 4 C4)t 3 7)ESe4 0/c- TD'P 4 62)7 W/ 134 L a 12' CIL - r d)rT V t: OCl. k H t /✓ N4 i i i' z � z �W QQ JU UO 0 W U) LL WO 9-1 LL ¢ =W z Zo U� ON oF- WW H� L' O w z U= o � z � EXPIRES � o - N?m: S.W. 11%=-GiUIWS DFvj tE 4 STUDS 1 \ Li aLii FAN ®� V.O. 4x8 DF b - Ox4 4) 2' -8 1/2 Z `~ W UO 00 W_ H U. W 0 �J LLQ 0 = �W Z F- F- O Z 1- W5 U O� 0 F- WW H� LO Z U= O Z JS . v Pp> .L= 9' 5( / D4 1 - z 2. A-f ->- Off/ ( Fitz T 1 lle- 'l -.l S� 44PI � Pi PS 3C1 k 4 4 . 5 Ar ? - WA S4k2 ��- _ Pct Nee 47' b( i eo-Z_ tr U-S r 73 l�V V P P tsi2 5 c lLv/�S EXPIRES �, _ ; Z 3 `(� ! �ti.. t�� �, .. j (o� -P (97c "T t Ems''.. 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'....:; � ;.. �.. � 'v,{wi; `.,i+t;:uaa'.,S -s}v�i .:y bni,eV. �. .,tJ •us.a?.,. ar«.sil.» w. uti +S�+uLM1i111.�rs3 ::,�..a�a.�•:ri ,�, ws:.l �,_`�...,...� x� .::.. «... » »..,.a:, R,»aw.,r�,� t, ;.iLw. «.�•� .,,,.,,w.. i .. .�.:z:a:l x•. °.»: ..iu %sz.�W.La «v ..t:. it..:ss. nS • J -W -1 __ .CuF -551 C7n 1 Gi A-4Z/A C Fes- Pig v. 5 I � 6Z P liter m z c a� • �� lb,z5 3 gC O.. z Wi W � QQ 2 JU 00 CO W= ' J � Vl U W U c �. =a �w z = F- o w ~ w U� o cr) o� W F-� LL O .z W co p o z Bk . .POI NT CORPORHTI C Y 2001 W.S.E.C. CHAPTER 6 Cnnvrinht;)nn4 Plnn - .TVI /C hPr.Tr.Kl _ 1F,7n PI Anl h1 +.. • R 19 IAA D., AA %A /C GLAZING WORKSHEET - VINYL FRAMES Room Type W (ft) I H (ft) l Area(sq.ft.)l Quantity lArea(sq.ft.)l U Value I U A I Total (sq.ft.) Total U A MAIN FLOOR FOYER SIDELIGHT 1.33 6.67 8.87 1.00 8.87 0.35 3.10 A BATH SINGLE HUNG 2.00 3.00 6.00 1.00 6.00 0.39 2.34 BEDROOM 3 SLIDER 6.00 4.00 24.00 1.00 24.00 0.38 9.12 .`, BEDROOM 4 SLIDER 6.00 4.00 24.00 1.00 24.00 0.38 9.12 .., BONUS - SLIDER 6.00 4.00 24.00 1.00 24.00 0.38 9.12 0.00 0.00 0.00 3' + } 0.00 0.00 0.00 TOTAL MAIN 5.00 * 86.87 1 32.80 �,. UPPER FLOOR FOYER PICTURE 4.50 5.00 22.50 1.00 22.50 0.35 7.88 Ail , LIVING PICTURE 4.50 5.00 22.50 1.00 22.50 0.35 7.88 . �'� u� „, �:.�'.� =fir �� �•':� } : ##y _ - '; ,f .. ; LIVING SINGLE HUNG 3.00 5.00 15.00 2.00 30.00 0.39 11.70 LIVING B. AWNING 8.00 7.12 56.96 1.00 56.96 0.36 20.51 DINING B. AWNING 8.00 5.50 44.00 1.00 44.00 0.36 15.84 KITCHEN T. AWNING 2.50 3.50 8.75 1.00 8.75 0.36 3.15 MSTR BDRM SINGLE HUNG 3.00 5.00 15.00 2.00 30.00 0.39 11.70 BATH SLIDER 4.00 3.00 12.00 1.00 12.00 0.38 4.56 ,. :.,;�: � "� �;"�•�' r POWDER SINGLE HUNG 2.00 3.00 6.00 1.00 6.00 0.39 2.34 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL UPPER _ 11.00 �� ' g `3' F a ° at �� 232 $5.55 SKYLIGHTS KITCHEN 2.00 4.00 8.00 2.00 16.00 0.51 8.16 ;�.>fry i,.y, A{'} 62YF t�t JF % 1 41 S.r1.Ya 1 `St � 'Y �dT. '�➢ �"�,�F'F 4 q. �, •'Ir �`� f� �, Jul S> >S. 0.00 _ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL SKYLTS ,,a... }.y,S::G •y� ^ry f i'F��L l '�Sl�f � .,'6.4.. CC� t'.a • a .�:.• �.:f k �:, }' ii. 3.Y z} rt.._�f.y. 2.00 :F:Y^. { A- .k'•'S'f` » „ "?'ti''S'• �h.l'` s + ' �;,. . 16.00 8.16 k:;1 a} �,.G:rL'z: -fx... SUMMARY TOTAL 1 TOTAL 2 TOTALS � i •rNat+.�. :. "..y.g,�?iti" ,:,'•,. '2' ,war ' Sti 3A�' .?� : k,. :cr . •.;v.. ,x.�: r' • "'i .} •; k � 5 '1 } �v - d � � �,. 'Z Nh �j' }..,yy +r i r ;'.,. k. >. >.: � �i'i2Y3 �>iv �. i X "�.a "C:<T. 335.58 126.51 . "'].� cJi.vfi., f1. .lf�, l ` .:AE�V::S'�^� � .h ` . ?u.r r `^5 D.�.: .. #. .f„ t N V . GLAZING % = T OTAL 1 335.58 = 20.09% COND. AREA 1670 AVG. U- VALUE= = TOTAL 2 126.51 = 0.38 TOTAL 1 335.58 IPIix co" CODE C WED FOR OMPLIANCE SEP 23 2004 City Of Tukwila� BUILDING DIVISIO rl��nF 7�VKW11 q JUN 2 2 20 " r cENri�k poi -2 0 5/28/2004 04026.xls �S ,.yn m mrar+r:m.�Mmu't"X'F:K:. i��an...+.. .�'4i',°�o.�;'"+.�:+;�+"'f�"d7, = 'S},.."�^' ��..+�,�a� §: i ,; , »„�as `•� i l' z ~ W O 2 JU UO W= �LL WO �J W? N = W F- _ ZI.- W W U� N o F- W F� W Z W U= F- H O z FIGURE C.2.B TYPICAL DOWNSPOUT INFILTRATION SYSTEM roof drain 4" rigid or 6" flexible perforated pipe ------------------------------------------y- infiltration trench PLAN VIEW NTS Raw" 4" rigid or 6" flexible perforated pipe sump w /solid lid roof drain ------ ----- ".no overflow splash bloc46 - - - -- --------------------------------- �o p o G o eve — ` ° 4 washed rock - - - - - -- -------------- - - - - -V o - 4 0 ° R V o _C• fine mesh screen PROFILE VIEW A NTS filter fabric o d �U oop oo D r o o D o ° o °0 ! 0 0° 0 o Q o�o�oo 0oDoQQ SECTION A NTS oil /water separator CS sump w/s id H �E p FO A ftr MPQAI C>c SEP 2 3 204 compacted bac ill .. Ci�j, OF 4" rigid or 6" flexible ` r /U6w -`` perforated pipe `'• �lVlSl �,� ON washed rock 1 1/2!'-3/4 RECEIVED rITY OF TI IKWII A JUN 2 2 2004 PERMIT CENTER Small Site Drainage Requirements 9/l/98 C -13 bco A 0, 201 0 z H ~ W oC 2 D JU U �U 3 f_ CO u_. W O LLa co : = a �W �O z F_ W Uj �O U ON o E- WW ti O. w z. O~ z � t Structural Design Associates North Star Building 2210 Hewitt Avenue, Suite 401 Everett, Washington, 98201 Phone: (425) 339 -0293 Fax: (425) 252 -0916 STRUCTURAL CALCULATION LATERAL ONLY SDA #2209 p f JWS DESIGN HILLMAN MEADOWS LOT 8 TUKWILA, WA 05/27/2004 FILE COPY r- REVIEWED FOR CODE COMPLIANCE APVRf 4',-!0 SEF' 2 S 2004 rCi b t h y , G�f I U cW1iIa StilLDIN DIVIS RECEIVED rITY OF TI IKWII A JUN 2 2 2004 PERMT CENTER bbtim- 2W I C) z j-w �� � D J U UO CO 0 w= J F.. CO LL w LL Q -+d =w ?� Wo LLI �o oco. o f- wW .z w U X, O ~' z ` u EXPIRES 1/3 Not III Still 1.111ildilig 7210 1 Imill Ave., Suile 401 11ve►il, WA. 98201 (425) 339-0293 L%_Vjj� _GlbN e � JLN _Af �E -A \ 5 D C LOCATIO i U K VJ I LA z - EM 1 J/- Zn Desit'►► L Code 7 1, fid (brin Dillig Dididiiig codes ........................ 1 99 0 F ildi T K\ W ILA Ouildiiig Depat title0l. ................. Scisillic Zone .......................... 113 Whid tune ............................. 13() ►111111 13,xposill LjQJ1.5 CLUTOU "ON C .011sith"IR ....................... RepsI // ................................. 130"ll-ilig Presstile.... .......... moolisr(assuilled) Bearing Depths ......................... liclu'w YhOslied ai . side OIIICI ..................................... MNI* IUALS CULLUM Cmiciete (28 Dlty Sti Fou►ld-afions & 81111.) Oil 2500f)Sf Sit lictill Slab ............ ...... VC 25001)51 Willis .............................. 23001)si Colltillils ........ ....... I., ...... 0111C.1 ................................. It Steel — A84'M A-o I .5 urado 60 amde4o (yield I p m .d a il welded Iteiflibrue(liel►f) 15001)611 Masonry ((follow Colic. 0ii1r, 01 "tic N) Fill = Solid Oi-outed Inspected? Yes NI) si Steel Asim A- c AS'I'M A-36 Fy = _16kst W UJ U-70 Its = 2 1 ksi' Wood Satoh tjl grades joists ...... Beams, c lumber ghdo ✓0lbilitiflo-oh (2 V si-I ' 110 X110 & (24f-V8) for callfilevels (►t' c () 'L'm"g Plywood grade IIII( i ....... AIIA hated itoor 15/32 cdx — P1 r: 24/0 1; lour: 3 / 4 T,&.0 ub, -- V1 = 4 812 z 00 N0 CO Im Im NU. 0 2 QQ _j U_ < D LLJ 0 z F- LU UJ 5 CO 0— 0 I_-, LLI Lu , LL 0 z Iii CO O ~ z 1. s } S truc tural D esig n Ansuc.h -A-c, Nollh Star 13vilcli�lh 22 10 1: lewitl. Ave., S'I.lile 401 vcreU, WA. 9820 I. ( 339 -0293 LOADING ClUTEIVIA FOR FLOOR Job // -Z -Lol - . D,nle - S/2C,/0 4- i f;t l �C— C. C_ llrttl M-tte rial. ~_ l,uad h sl , .-3•0 Floor C;uvec•illg C :farhet altcl.l'ad _ F loot slleathillp, 3/4 1 &Cj C DX .___ - -- 2. - 2. 2 L.O 7.. • - 1 / 2 C W 13 — L'ixt�.lres – M.ecla., Elect. K - -- � I'l'�tltlll)g .((lls(Ci 13c;lUilS . ,Z.�lii 1.0 Live _ Loads ID(j IZesi de��lial — �1011s1 (I"ciJll.elble) • J 01ri – 50ps.1' (1 - M ILI- cible) ( I Asscoibly – 100p5 ' (Uoii- rcdt.iwib(e) 1 l Cutt acid i 3xik — i 0 01i,i' (i ( Other Where allowed, Live local is rCdoced by 0,08 per squatf, .lout iul ato ;rC�1.lG1` 1111111 15051 tc) c ltt �IXiitutai l "e dl lCtlu1. U �lo��u I.c ?l" t "s t " lotul i:rom'biie low"d wily wid 60%.60f otlia3l I?.—o.og(A -- s� i z z W �D U D W= S2 U. w U - N d �W z I— I-- O W E- 2� U� 0– o �- w w �U �O w z UN z S(ruchiral Desip Assucia(cs Joll// - Z 01 Not Star Buildillf) 7_2_. 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J:.,.✓ ...r:ui.'.zw�..,..w..,_....: �:+::e.:. -a.� 7aJww:..«.+vG �. #wt�.tIL1.JdL.:.w�.ud•4�... .. .. , .. z i� '~ w Q � Q � JU U0 W= t— S2 U- w LLQ �D =d �w z t- o w ~ W U o� W w w z U= o z a • J wS v Pp� �L -9 z / 04- ' 4, S! 6V- a Z.BE3 L v P P f- SA-i2 PuF Z (IS �I-25 C =T = ,311��� z i 46 , (� iL- 3S� Pulz ( - 37 2 C d1 i, Z � V, L. i� i i Z �Z �w QQ JU UO W= w 0 c� LLa �d =w Z �. �-o w w U� o�- wW �F LL o W Z CO O Z 0 zTT r70 C:7 tl A ti PI C rl r. r L - Al (Z C I O.f3Z)(D. U S E_ Z�s DV EAK TURN 11'x& I', 1 zE(41 +A- ($`)C66 F _T lIZ I D 1 A- DC C� till Al 1h4 \� S = - �''�- GtJ�$'Yl...S L 'L'S CE , 4-, l --� (0,821L0 ,��� = z �L.7c ---> USE. At aV E. I:'. TU KM l W&i O Ie- L L =1 - 7 , 3 113 C Z .� Oto .+ . I 0,.(Z--) C ©. Z toa .2 --�-�► U S E DV ERTU RN 1 N l� I�Z P, ,L �Z Ec C 7 z. (o, � C X ) 2 M z z �w u D W w �LL w u Q u) :) = F- W M O z F_ LLI W U0 co o 1--. W F- �z U= O ~. z S T. r.•or_ �• >cc: I'll c! cd t ! (, 1 2 3 4v 71 . Z (3, z 1v - C�► `i'v �. 3 C �l��o� �- SC �Q )ti , � 2.. � 2 3 5 � 'P � C �z , Z ' Z 4� W oc 2 D vo cn ❑ co w W = LL VJ O W U U. co D I . UJ ?P Zo W W U O - ❑ F- W H- L L .Z W co H� O Z Title : Dsyilf: Description Scope : Job # S Dite: 4:17PM, 26 MAY 04 KOV: awiw Page 2 User: KW4W3I69,ve►5.0.1,25 -W -2002 General Footing Analysis & Design g /rltA839M9 FNFRCAI_C Fnninaneinn SnNwnfn Description y:...: . ... .:- a.4:'. ; .. : -., ..�.• .....`. i v. vu' 7. x: e�ak: �. i.. e.. .4lA... °.Ja:�ti,..•i.e..r::•7: . >pa1.. a..:. z Z L IY � U O N W= CO O WO LL a N d I=— _ Z�— 1-- Z H UC3 O N C1 I.- W LL O ..Z W U =. O Z Soil Pres S Service Load Soil Pressures Left Right Top Bottom DL + LL 275.29 275.29 275.29 275.29 psf DL + LL + ST 275.29 275.29 1,045.30 0.00 psf Factored Load Soil Pressures ACI Eq. 9 -1 392.91 392.91 392.91 392.91 psf ACI Eq. 9 -2 385.40 385.40 1,463.42 0.00 psf ACI Eq. 9 - 225.2 225.23 855. 0.0 ps f L A CI Factor (per ACI, applied intemally to entered loads) i ACI 9 -1 & 9 -2 DL 1.400 ACI 9 -2 Group Factor 0.750 UBC 1921.2.7 1.4" Factor 1.400 ACI 9 -1 & 9 -2 LL 1.700 ACI 9 -3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9 -1 & 9 -2 ST 1.700 ACI 9 -3 Short Term Factor 1.300 ....seismic = ST' : 1.100 y:...: . ... .:- a.4:'. ; .. : -., ..�.• .....`. i v. vu' 7. x: e�ak: �. i.. e.. .4lA... °.Ja:�ti,..•i.e..r::•7: . >pa1.. a..:. z Z L IY � U O N W= CO O WO LL a N d I=— _ Z�— 1-- Z H UC3 O N C1 I.- W LL O ..Z W U =. O Z Title : Dsgnr: Description Scope: (0)19832 Description ie General Footing /Analysis & Design Page 1 General Information Calculations are designed to ACI 318 -96 and 1997 UBC Requirements Allowable Soil Bearing 2,000.0 psf Dimensions... Short Term Increase 1.330 Width along X -X Axis 6.000 ft Seismic Zone 3 Length along Y -Y Axis 5.500 ft Footing Thickness 18.00 in Live & Short Term Combined Col Dim. Along X -X Axis 21.50 In f c 2,500.0 psi Col Dim. Along Y -Y Axis 8.00 in Fy 60,000.0 psi Base Pedestal Height 0.000 in Concrete Weight 145.00 pct o Min Steel /a 0.0014 Overburden Wei Weight g 0.00 sf p Rebar Center To Edge Distance 3.50 in Loads - - - - -- ----- - - - - -- - ------------------- - - - - -- __._-------------------------- - - - - -� Applied Vertical Load... One -Way Shears... 1-Way 5.962 Dead Load 1.081 k ...ecc along X -X Axis 0.000 in Live Load 0.826 k ...ecc along Y -Y Axis 0.000 in Short Term Load k Vu @ Right Creates Rotation about X -X Axis Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term 6.00ft x 5.50ft Footing, Max Soil Pressure Allowable "X Ecc, of Resultant "Y' Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) (pressures @ top & bot) k -ft k -ft 16.210 k -ft Creates Rotation about X -X Axis (pressures @ top & bot) k k W ( L- (__ A-LLpIJ k k pU� 'tom G. nP-4`+t k k Caution: Y(shor ecc >Widt 18.Oin Thick, w/ Column Support 21.50 x 8.00in x O.Oin high DL +LL DL +LL +ST Actual Allowable 275.3 1,045.3 psf Max Mu 2.264 k -ft per ft 2,000.0 2,660.0 psf Required Steel Area 0.244 in2 per ft 0.000 in 0.000 in 0.000 in 21.412 in Shear Stresses.... - Vn "Phi One -Way Shears... 1-Way 5.962 85.000 psi 1.541 1.500 :1 2 -Wa 2.106 170.000 psi No Overturning 0.10 psi 85.00 psi oting Design Shear Forces CA 19 -1 ACI 9 -2 ACI 9 -3 Vn " Phi Two -Way Shear 1.41 psi 2.11 psi 0.95 psi 170.00 psi One -Way Shears... Vu @ Left 0.37 psi 0.33 psi 0.10 psi 85.00 psi Vu @ Right 0.37 psi 0.33 psi 0.10 psi 85.00 psi Vu @ Top 0.55 psi 5.96 psi 3.36 psi 85.00 psi Vu @ Bottom 0.55 psi -2.11 psi -1.36 psi 85.00 psi Moments ACI 9 -1 ACI 9 -2 ACI 9 -3 Ru / Phi As Req'd Mu @ Left 0.20 k -ft 0.18k-ft 0.07 k -ft 1.0 psi 0.24 in2 per ft Mu @ Right 0.20 k -ft 0.18k-ft 0.07 k -ft 1.0 psi 0.24 in2 per it Mu @ Top 0.26 k -ft 2.26 k -ft 1.27 k -ft 12.0 psi 0.24 In2 per It Mu @ Bottom 0.26 k -ft •0.89 k -ft -0.57 k -ft 4.7 psi -0.24 in2 per It i: - r.L„ ,,i,...a :aa.i..,•;. ->.:; {. ..tu�.r ' Job # Date: 4:17PM, 26 MAY 04 z H Z �W JU U N� J = I- W U_ WO U _ co = �W z H 1- O W �5 U� O� o I- W E_-• FU--• W Z W U- O F ' z ( d O O *OIL �q O NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. STdldX3. e r l ; b 'csc� 1' �trl� a o Cc. . 67 Q WE (VO - f) v 5r�Y2 - )lv2 N011D3NN0O X002! /y00 J3MOl i c., d 3 O O N O 0 i3 )IVN d >>7 S% V rl N�ild 2Gd TIVMU73HS NYld N3d NV38 7 7 . (d M) 3 inMHOS 17v'MYv3HS 213d N01103NNOO ONV 31Y1d hOliOB Viol o0 ��,. �- � .... ,�: -mss �� •'� NYId Had lW/lA 3HS "- 5 lu III O Slao a 5ooz 933 ddl 3oNdIj cjWo:) I�3OD 2104 a ---- I 3S (dW (01313 13NVd) 3'6 .Zl 0P8. oNV (30M 13NVd) 0'O .9 ®P8 /M 3008 510018 NVId 83d NNOO 213J031 /ssnmi Wd B3d 83190d /SSt12a of11S v3 ® S11VN P9l (£) /M 2130031 9XZ 'P:0 „9 O P9 A 2139031 61 E)hiHlV3HS' llVN - o r m 0 m m x AdW NOTICE: IF THE DOCUMENT IN THIS AM I LESS THE CL D TH NOTICE IT IS DUE TO THE QUAL S1 N cc w z w 0 H hO N m Q N w N t (i. W N O LID O O N co .-t O . 1V011 773MA off! :.Lip s pa 4satii —Z 1 �� ' 41!x+ Pall. 1 r wur, J'a�aulDl(J you! 8� ` -�� - NOLIVA31;3 IJt ;D ,A fj 8001.4 03HSIN13 l t{ }rei POW') POW') " n �1 � NVHt 113M01 �IK'N ;o saPl + r :. r :•�` 1333 ST = 13 ANI Q Er 7 WUJ r4 — .l SQb y - 213A N1W , 0'! d flood urns p paysoM «F -ell 1 o pallu Glop ,rx fx.r 1 I� n1 'J3� Sl N M31A NV7d Mof1 S J1V0 —13 J a NOTICE: IF THE DOCUMENT IN THIS FRAM I LESS CLEAR DOCUMENT. N THIS NOTICE IT IS DUE TO THE QUALITY OF ., Feb 08 2005 1:53PM HP LASERJET FAX P. Structural Design Associates 2210 Hewitt Ave, Suite 401 Everett, WA 98MI Phony 425 - 339 -0293 FAX 425 - 252 -0916 Decerrdw 8, 2004 JWS Des�n Associates 8924 121 Ave SE Newcastle. WA 98056 Subject: Building Official Inspection Comments SSA Ref. # 2209 To whom this may concem: At the request of John, with JWS Design Associates, this ofkm reviewed the subject project to answer the building inspector comments. 1.- The Simpson H1 connection is adequate on the scissor truss if the bottom chord of the truss has direct bearing on the top plate of the wall. 2. (2) 2x6 may be used to replace a single 3A for panel edges and the sill plate, as long as they are nailed together with the panel edge nailing as shown on the shearwall schedule. 3. The full strap capacity Is not required. At least (14) 16d common nails are required into the beam (see attached c atulation). 4. A single Ywinch diameter bolt is inadequate to connect the Simpson GL85A to the SKI beam. A Simpson MST27 strap with (2) "Winch diameter Hilo Kwik bolts (or equivalent) with 3 !44nch concrete embedment and (12) 16d nails are required. Please contact this otlhoe if you have any questions concerning this fetter. Very truly yours, Chris Covington, P.E. Oobolt -Rio I �' C E NEED FED 10 2005 DEPARTM NT Z•d E9E9GZZSZb uosdwtS . uoE eae:01 So So qaj z } Z �2 D JU UO CO J CO LL W LLQ =d �w Z= i- O R LU D0 ON o �_ wW FU LL O w z CO O� z Feb 09 2005 1:53PH HP LASERJET FAX ! &WV to f/f OJ jr ntoto 1111 www � 1ag�� 1 ;� G; 4 W O V MST Z_,.`7 W/ (T) 1 / Z" IV 3' /7-" CONC. E oz e 6 N -t, ws . N 4l . ' �oH. �10 FE BUILDING DEPARTMENT uosdwtg •M uor eZE :QT SO 60 qa! P.3 •. �--�� N i .rte lwp� t r ( • W+'• �.Y P- r—Y19 —cam 4- 3 SV- r rr� V - 1 G ° 1 -i'try 5 .Ae a P.4-w = I S664lm(t-: 4. Vv/ z �w �U 000 WO w� S2 LL w u =w z z � 25 U� ON 0 � w �6o w z CO) O z Struckiral Design Associates. 2210 HowitEAve. Suite 401 Everel:14 WA 98201 Phone Fax 425 -252 -0916 January 21, 2005 Saypoint Cwporation Attn. Terry 515118 Ave NE, #148 Sellevue, WA 98004 Subject Sill Plate Connection To whom this may concern: At the request of Tony with Bayport Corporation, this office reviewed the Subject connection a single 2x added above the 3x sill plate, as shown on the approved set of drawings. The sill plebe must be connected to the foundation per the shearwall schedule, and the plywood sheathing must extent from the bottom of the shearwal to the bottom of the 3x sill plate. The 2x plate must be nailed to the 3x sill plate with 16d spaced at 1644 ches on center. ' Cis otlloe if you have any questions concerning this letter. Chris CoWd atcn. RE: dr.• V� N �+ �r t 1 boy -A-Io FILD. 10 1 1 1 . 005 BUILDING DEPARTMENT • .o qaj • i. •.:�,.. : �..* '.,:: � � • ,.4�, � � .i:;.:u•.:a..: vac. 4': u�",', t.;':..:;:, �.: ri�ux, it? a. . t�fk'�.i+bzu0 tic:+ #cei..as.S'.:u w" ���wcx +t,.:a.. �.a �,�:wr� �, : +w wa..: � :w�.: war. twri+ n +.. ?.+u.t.:iitiR.4W�::i��'v+.xyu rv� z z �w QQ JU UO Cj) 1 CO w J = H. CO W w LL a Cf) = w z E O. z w w U� .O CO OH w HF- u' O .z w O H z 0 Doc 08 2004 3: HP LASERJET FAX Structurat Design Associates 2210 Hewitt Ave, Suite 401 Everelt, WA 98:;W1 Phone: 425 - 33940293 Fax: 425 - 252 -0916 December 8,100'4 JWS Dealfen Associates 8924 121 Ave SE Newcastle, WA 98o56 Subject: Holdown Alternate SDA Ref. # 2209 To whom this may conoertx At the request of John, with JWS Design Associates, this office reviewed an alternate hoklown for the upper level front shm"lls. A Ski peon M$T37 may be used to rropteae the Simpson HD5A shown on the set of drarwi V& f this office if you have any questions cormming this letter. Chris CbvWon. P.E. P. n RECEIVED FEB -- 4 2005 DEPARTMENT ��-�- 01k o z ;= z w u� D 00 No J H CO LL w Na ' z F - f-- O zR w 2: U0 ON = V. u. 0 .z U CO O E'. z j t - D bta n7e li a ✓ 73,, D �S d3. ) v5' �D /Z- we) Ac y rn�7 ae fD✓l A/) /0 A4 �1v lR, 4 z ;3: z �W QQ J V 0 CO CO J U- 0 LL Q: �a �W W O W U� O N 0 I--. WW LL O W z CO) O z 1( I. �qs G) �, f0 ►:4 : `2, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director ysoa Z July 8, 2004 3: Z �w Mr. Keith Menges v 329 Northwest Second Place 0 0 ;i Renton, Washington 98055 w = J � RE: CORRECTION LETTER #1 N u- O Development Permit Application Number D04 -210 WGW Construction — Lot 8 — 4220 South 116' Street U - d Dear Keith: _ i .. w Z This letter is to inform you of corrections that must be addressed before your development permit(s) can I-- be approved. All correction requests from each department must be addressed at the same tune and w reflected on your drawings. I have enclosed comments from the Building and Public Works O U j g Departments. At is time, the Planning and Fire Departments have no comments. v o u Buildinjj Department: Jim Dunaway, at 206 431 -3674, if you have questions concerning LU U the attached memo. u_ ~O Z v Public Works Department: L. Jill Mosqueda, at 206 431 -2449, if you have questions concerning 9 the attached memo. ~O F- Z Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accented through the mail or by a messenmer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, 'Stefama Spencer Permit Technician encl xc: File No. D04 -210 6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 • Phone: 206 - 431 -3670 a Fax: 206 - 431.3665 ,'.;a,...L u+ 7s,*'.: J.' . a: ui ,�.ua:.,'..:ct.'..:i.;:.a.iuw. YHA ".,:.+w4iin- itu7.'�scui>!s'r' .. m1iJT .W - - wd+r O Q d ILA, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director yso8 Z August 16, 2004 ui Mr. Keith Menges -1 0 0 329 Northwest Second Place C O o Renton, WA 98055 w = RE: CORRECTION LETTER #2 DU- W01 Development Permit Application Number D04 -210 WGW Construction — Lot 8 — 4220 South 116'" Street Q cl) Dear Keith: = W Z This letter is to inform you of corrections that must be addressed before your development permit(s) can z O be approved. All correction requests from each department must be addressed at the same time and W W reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, 0 the Planning, Building and Fire Departments have no comments. L) co oF- W w Public Works Department: Jill Mosqueda, at (206 431 -2449, if you have any questions regarding the attached memo. LL O W Z N 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 O Z plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in Person and will not be accented throUlt 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 xc: File No. D04 -210 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431.3665 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -210 DATE: 10 -22 -04 PROJECT NAME: WGW CONSTRUCTION - LOT 8 SITE ADDRESS: 4220 SOUTH 116 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # 1 before permit is issued DEPARTMENTS: ' Buildin vision © Fire Prevention IF Public Work §,_� 0'. ✓ 1 ,( Structural ❑ 10-16 _06 Pla i I Division F11 Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Z Incomplete ❑ Comments: DUE DATE: 10 -26 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Please Route 7structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: i. APPROVALS Olt CORRECTIONS: DUE DATE: 11 -23 -04 Approved i 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: PERMIT COORD COPY Documents /routing slip.doc 2 -28 -02 z J.- z �w QQ JU UO N CO W J H crjU. w LLQ � = �w z z � U� ON o11-- WW F- L O z w 0- O z 'PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -210 DATE: 08 -30 -04 PROJECT NAME: WGW CONSTRUCTION, INC. - LOT 8 SITE ADDRESS: 4220 SOUTH 116 STREET Original Plan Submittal U X Response to Correction Letter # Revision # after /.before permit is issued DEPARTMENTS Building Division Public Works. Comments: Fire Prevention ❑ Planning Division ❑ Response to Incomplete Letter # Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS DUE DATE: 09 -28 -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 ❑ No further Review Required ❑ DATE: z �w JU U0 CO 0 W= H CO LL w LQ = �w z F- O z F_ w W U� o�_ ww o L O . z . W U= O ~ z DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 08 -31 -04 Complete 12 Incomplete ❑ Not Applicable ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -210 DATE: 07 -23 -04 PROJECT NAME: WGW CONSTRUCTION - LOT 8 SITE ADDRESS: 4220 SOUTH 116 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after/before permit is issued DEPARTMENTS* JD A061 Building Division Ln Fire Prevention ❑ Planning Division ❑ Public Works 1�1d S uctural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -27 -04 Complete T 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 2,TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: IT'D Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: Documents/routing sllp,doc PERM C O O R D COPY 2 -28.02 DUE DATE: 08 -24 -04 Not Approved (attach comments) [y z ~ w JU 00 W_ co w w �Q co = w z HO z W 2� U0 O� o�_ ww LL O W U= O ~ z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -210 DATE: 06 -22 -04 PROJECT NAME: WGW CONSTRUCTION - LOT 8 SITE ADDRESS: 220 SOUTH 116 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # afteribefore permit is issued DEP " O ,� j TS: ' loft �I, �D eft- A?& r'p40 Buildin Division Fire Prevention (� • ! Planning 9 � � 9 Division P b is Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 0 6 -24 -04 Complete d 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 ROUTING: Please Route [Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PWX Staff Initials: PERMIT COORD COPY Documents /routing sllp.doc 2 -28.02 DUE DATE: 07- 0 4 ❑ Not Approved (attach comments) Id z ~w JU UO CO J = S2 LL w LLQ co D = �w z X �o z F_ w w U� co o�__ wW LO z CO 0 1-- z City of Tukwila 011 SV& Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 X » » ».MMr * Phone: 206 -43 -3670 1908 Fax: 206 -431 -3665 Web site: htW:11www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL ' . Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. � Date: l 6 5 Plan Check/Permit Number: �-Zwb ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: V Lit Project Address: �` Contact Person: Phone Number: 2C70Z Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on `Z - J- - 0< \appl ications forms app I icat ions on lineVevision submittal Created: 8 -13 -2004 Revised: ;.�,'« - :.*s:.+. it3 :4 :i�MtJ.��:.i- Dui: �' r�.+ iir.:.. w: �: w» 41 +«:.';.i_ : :nu_V,..Y:0.'vi'�'�uu �t+FiSr+�ki4J'cl.: :�i,ui2iLt�ti� *� .' � •;Adair. l�k�useaor J.r ✓• w+�'�+� +�: Z Z � W Q D JU U 0 W= �L WO 9 _J U. Q �d =w z f .. HO w ~ W U ON o1- wW U. ui Z P O Z IREU 1-M CITE OF 'C UkCWILA �. k City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /xntnv.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: lo —Z-7- 0 � Plan Check/Permit Number: .// 24 ❑ Response to Incomplete Letter # �� ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Phone Number: i Summary of Revision: R €CF =1VE8 CITY OF TI IKWII A OCT 2 2 2004 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: _ Entered in Permits Plus on 1 C7 2 a' /oV applications forms - applications on linc\revlsion submittal Created: 8 -13 -2004 Revised: � P" 7 7 - 1 7 4 1 - 7 1 7 1 , 1 1 W , �. �i..�3.u':.�uJ ;i;„,tilo . . x• o:: :;kdy"skr%.i+.via;:a[:2•.i�::«' '�5:1 sav'`t.�:;+.. s .4. ti•YF. 'kLtie �.rn' ' �s iF. , au�kss 'ti�:n.A;6�.a�da+ia;LNWi'ti:uw' .s Z W O aa C 2 J UO CO J = I` U LL w ILL Q a =w F- _ Z t,.-. w� w D0 off w ILL O Iii U= ~ O Z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Boulevard, Suite #100 wN = Tukwila, Washington 98188 �•. Phone: (206) 431 -3670 1908 Fax: (206) 431 -3665 Web site: http ://ivivtiv.ci.titlovila.wa.tis REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions )Pill not be accepted through the mail, fur, etc. Date: Plan Check/Permit Number: D04 -210 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name WGW CONSTRUCTION - LOT 8 Project Address 4220 SOUTH 116 STREET Contact Person Keith Menges Phone Number U �rr Ap_ �- Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: . e Entered in Sierra on X- e l 08/17/04 z Z �W 2 �U 0 U) 0 U) J�— CO U- WO La CO =d F. W z H H- O w �5 U� O N 01-- W L U LL O .z CO 0 1- z 1L ' 4 ;..H'q�, o f f w� io Nz, f2 REVISION SUBMITTAL T City of Tukwila r Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals mast be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fa.r, etc. Date: � V Plan Check/Permit Number: � L ' ❑ Response to Incomplete Letter # (Response to Correction Letter # ❑ Revision # t after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: c� Contact Person: Summary of Revision: _ 6NS�t2�G� lvl-� Phone Number: Z�" ZY � "0 Qd I Fi? Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 19L� Entered in Permits Plus on ���/ 08/06/03 z Z �w 2 D 00 CO O CO F- Nw w O LL Q CO D = a �W z F- O z I-- w w U N 0 F_- WW H- w z CO ui P �. O z Re4 :ential Sewer Use Certific '.on (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name • (Last, First, Middra Initial) 3Al4Q --- 00,;,< DZ�- Property Tax I.D. Number _ Subdivision Name .V Subdiv. # Lot # Block # Building Name (if applicable) Property O ' Street Address City, State, Zip I Owner's Mailing _ Z � Addres s different from (a J , , Owner's Phone Number Property Contact Phone Number ( ) Party to be Billed W can& (if different from owner) AT` Party's Mailing Address T, City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes ❑ No Type of building demolished? Sewer disconnect date? Residential Customer PI a check appropriate box: Equivalent (RCE) Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) O No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmissio of co ed data for determination of a revised capacity charge. Signature of Owner /Representative Date Print Name of Owner /Representative 1057 (Rev. 8/01) White — King County Yellow — Local fewer Agency Pink — Sewer Customer ' 4aS?aM; K'9t;7 �+:xn..•a, >nn.r ^r ... N. ac' I. �+. r.; p�. a.+- � nf, r r; w.; r �Gi ay rtY+! ? , . i:+.! r : sYS r• r! fz ;nt;rc�;r+ elf , M4* is' i5 , :c^ it� ....• ^i•• r.L.uTt t K"q}: +�ty�.Nw( z 1 = - z W QQ JU UO U) C0 W W = t-- �LL WO U_ � =w H = Z f. t— O w ~ W U� ON D E- Ww H F_ LL z W U= ~O h- z 20011019002303 When Recorded Mail To Dallas Stafford 7535 S Lakerdge Drive Seattle, WA 98178 Space Above This Line for Recording DEED OF TRUST THIS DEED OF TRUST ( "Security Instrument') is made on Tvp, S , 2001 The Grantor is Ronald L Simmons, an unmarried man (Borrower) whose address is 506 27 "' Place South, Renton. WA 98055 The trustee is Transnation Title Insurance Company, ('Trustee "),a corporation whose address is 14450 NE 29th Place, Bellevue, WA 98007 'rho Sonoficiary is Dallas Stafford, an unmarned man (Lender) whose address is 7535 Lakendge Drive, Seattle, WA 98178 Grantor horeby bargains, sells and conveys to Trustee in Trust, with power of sale the following described real property in King County Washington p.1 Lots 6 and 9 in Block 1 of CD Hillman's Meadows Garden Addition Iv the City of Seattle Div No 1, according to the plat thereof recorded in Volume 12 of Plats, page r � ' 64, in King County, Washington Tax Parcel Number 334740- 0030.02 /- V TOGETHER WITH all the improvements now or hereafter erected on the property, and all casements, appurtonances, and fixtures now or hereafter a part of the property All replacements and additions shall also be covered by this Security Instrument All of the foregoing is referred to in this Security instrument as the "Property" This Security Instrument secures to Lender Borrower's obligation to make monthly payments pursuant to a Note, dated the same date as this Security Instrument, in the amount of One Hundred Thirty -two Thousand Four Hundr(:d Twonty -seven and 68/100 (US $132,427 68 ) This Socurity Instrument secures to lender (a) the payment of the obligations evidenced by the Note, and all renewals, extensions and modifications of the Note, (b) the payment of all other sums, with interest, advanced to protect the security of this Security Instrument, and (c) the performance of covenants and agreements under this Security r17yROP TjV k,,, q JUN 2 2 20 PERMI cFrvrsr Instrument ot4�- 2. C) z Z �w QQ JU UO. Cl) 0 C0 Lu J = CO LL W } O } �J LL � = W H Z F. HO w ~ w U� CO I— W HP w z W CO .O ~ z May 21 04 03:35p Order No. 354 644 J t �a T N t &0 r1F Tf l kWl! q 121 JUN 2 2 2004 w 7i,i l P ERMIT CEN This; Sketch is; provided without charge, for your informa It is not intended to show Al twittil related 10 the property including, but not limited to area, dimenstows, casemcats, cncrottchments or location of F►oundarics. It i:; not a pat of, mill doeti it n►odily, the cortuniiment/iicy to which it is attached. The Company assunrcis N� 1,1ARII.IT1' for any matter related to this sketch. Rcicrcncc shoe lit Ve made to an ;tccuratc survey for tiuther ipf01'n1ilUUt For 1004 -251C (f cv. 04100 ORIGINAL 0 •zia �� 9t4A'dt3PY A+Pi'"✓•;,.';,.t;t , ^ M1 ?:,^• n+ t^.', z ;�t?w.ti;rx.tMti*rr,:;TN'kC' +p77 :'f;!:MA. .raw. ?—+na I: P.2 LAwyers'•I''itle Agcncy of Washington 2702 Colby Avenue, Iiveri WA 98201 3o . ^,t:: 7q3— G5' =.. -• ;"�� ©• 7V' T .F`o.a �v_ 6 0 z =Z �W QQ JU UO J C/) LL WO J LL Q co :3 F. W Z F— F— O W 25 U� ON 0 F— WW H� u. O z to O H z Rey '.ential Sewer Use Certific "on (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. -1 LLG (Please print or type) =G�/vz - "07 z;'. �y Owner's Name (Lafit, First, Middle Initial) Property Tax I.D. Number 33-1(Up— Gages G_ Subdivision Name � Subdiv. # Lot # Block # Building Name (if applicable) '�— Property Street Address City, State, Zip �TG/��y� /-T Owner's Mailing Address -7 ,zV P/ (If different fro above) IP/7 1 0 MIS- - qke��J S Owner's Phone Number (1 [_) 22; e�,6 5-2-- /�GG77�� Property Contact Phone Number Party to be Billed 0 //t/L�— (if different from owner) Party's Mailing Address City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑Yes No Type of building demolished? Sewer disconnect date? Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Cam' o Uh�N AUG ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces X1.0= y For condominiums, please fill out Suppleme tal Form A in addition to this form. I certify that the information given is and any deviation will require resubi Signature of Owner /Representative Print Name of 1057 (Rev. 8/01) L understa that a capacity charge levied will be based on this information of correc or determination of a revised capacity charge. Date ' 6"/ 771 /t1, j White — King County Yellow — Local Sewer Agency Pink — Sewer Customer ,rM+, . �srn •�,arar..,e�:ru.n>++•rf+,+rat ,.«.«.; a,: r, .r.n.<.,._,.....n....., ........ ........... _ .. ....._..._ ....... ...... . ,.._.... ......._ .. _. ... z Z �w QQ J0 UO 0 U) H CO u-, w J U. W = w H = Z F- I— O w ~ w U to 0 H wW U­O Iii U= O� z l Lof Y 1 000 50 zi S3ITII S!lClivl C1Nt ,108 '[ 30 LNIcIW I N atnlru:,iS �..'' uI ou'Z J " 59086. VM N oyN�x atojag Za. QNZ. MN 6Z£ uoi1L�t}i�uapI Noi13. "l, NOa M UBIS pud anotuaN asuald T J�o .zoos' ;9002 /6ZJtO Z96M30DMOM cixa # 3.L�dQ o . INOO 'ySi�I0 sK Mv rj fi QzaIAodd SK Qa?33ZSIO�I r-- 3tr:)ytuaD St'jdstq put+ 4:)riz)Q — Q08) IkAhZ50'S:9d SS086 VM NOZNaU `Id QNZ MN 6 Z £ N0IZOA2iZSN00 M 0 M .:VO O Z /.6 Z /410 _ . aZmQ Z0 33a <.9OOZ %6T /.i�0 ; 2i1'Z96MJQ�MJM ;: T.00a - rMa Ng0 ZNOO ZSNOD Sid Mln 7,s QSQIAOUd SV GaUHISIDaH SMISnaru. and xosd'j.jo lN9KLllVdaa: NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS CLEAR THE DOCUMENT. 'THA t THIS N E IT IS DUE TO THE QUALITY . , r GENER4L NOTES CODE All tnatecals, workmanship and construction shall conform to the 2003 Ed.tion of the International 113uildi Code requirements and all applicable codes and authoriti having ,Jurisdiction. 15U I LD INS Type VN Site Class: D Occupancy Group: R3 Wind Exposure: B Contractor shall verify all dimensions and conditions in the field, provide temporary bracing as required until all permanent connections and sttffenings have been installed. if 16 the contractor's responsibility to identify all discrepanc or confuslome to the designer at the time they are noted. FOUNDATION Unless a 60116 inv estigat ion by a qualified Bolls engineer Is provided, foundation design is based on an assumed average soil bearing of 2000 POR Exterior footings shall bear I' -6" (minimum) below finished grade. All footings to bear on firm undisturbed earth below organic surface solls• Badkrill to be thoroughly compacted per Specifications. Provide 2 0 4 (minimum) continuous bottom of a ll wa I le and footings. CONCRETE PSI MINIMUM CLASS AND USE f'c SLUMP SACKS /C.Y. A - Footings and 2500 3-4 15 -1/2 foundations B - Slabs on grade 2000 3- 4 S -1/2 1. Air- entra agent (3X to 6%) to be used in all concrete flatwork exposed to weather. 2. Pozzolith 300 series (4 oz. per WW of cement) to be used in all concrete. 3. t" fix may be designed in accordance with the provisions of Section 1905 of the IBC. 4. Water - cement ratio per IBC Table 1904.22 t 19043 RE 1 Nf= O RC 1 NG 5 T E E L ASTM A615 grade 40, r einforcing st eel details shall be prepared by an experienced detaller approved by the Designer and conform to s:ar%dard practice outlined In ACI Report 315. CONCRETE COVER OF REINFORCING 3 Concrete poured against earth 2" Formed concrete with earth backFill. 1 -1/2" Beams and columns !stirrups, ties) walls exposed to weather, slabs on moisture barrier. I Wells, inside face. I-ap column verticals, Class "A concrete and masonry column and wall verticals 40 diameters (2' min.). I all other reinforcing 30 diameters (2' min). Spllces at tension regions shall not be permitted. FRA1" ING All framing to comply with iBC Chapter 23. Nail sizes and spacing to conform to IBC Section 2304.9.1, Table 23- 11 -8 -1. All wood in contact with concrete to be pressure treated. Exterior hangers to be Simpson ZMAX STRUCTUR GLUE -LAt411NATED TIM5ER Shall be Douglas Fir fabricated to the requirements of U.S. Product Standard PS 56- Lumber shall b e of such gr ade to provide normal Working stress values of 2 400 psl In bendi 11 psi In tens 16oe psl in compression parallel to rain: 450 psi compression perpendicular to graln and 1 sh 65 psi horizontal ear (Combination 24F -V3). Laminated members to be AITC certified. The fabricator shall be approved by the Designer. Use waterproof glue. FL YUJOOD 1 055 Each sheet shall bear the trademark of the Ame-ic.3n Plywood Association. All grading shall conform to PS I. Use thickness and nalll as sh.7wn on tire drawings. All Plywood shall be C -D interior grade With exterior glue. Except as, othei wise shown or noted, provide 8d n d at 6" on enter a supporte Panel edges and 8d at 1? �� on center c n other supporting members for wa Ile, roof and floors. Note: Equivalent rated oriented stranci board (O.SB.) may be used In liew of plywood called out and 0.131" diameter P -malls may be used in lieu of ed nails. Roof Dlap 1/2" plywood (panel Index • 24/16.), with 8a malls at 6" o.e. at supported panel and at 12" O.C. at field (typlcal unless noted otherwise). Floor Diaphragm: 3/4" p1 wood (panel Index 24/16) with I0d nails at 6" o.c. at supported panel edges and at 12" o.c. at field (tf- ical unless noted otherwise on plan) Optional to use 0.146 diameter in lieu of 100 nails. STRUCTURAL STE EL Structural Gr a de ASTM A36, N ■ 36000 pe l. Pipe columns ASTM A53, grade 8, Fy 35~ pel. Structural tubing columms ASTM A500, grade B, Fy = 46000 psi. All steel except steel embedded in concrete shall be given one shop coat of approved paint. Welds to be 3/16" c minimum continuous fillet by A.WiA. certified welders. Field connections not shown shall be bolted framed beam c innections per AISC. All bolts to be A325. During erection, structural steel she II be secured from collapoinq with temporary bracing. When expanslon anchors are specified, the contractor shall submit to the structural engineer a sample of the anchor to be used with laboratory data of pull -out and shear strength FIREPLACES ' Masonry fireplaces and ch imneys ar to be constructed to conform to all applicable portions of the IBC Section 2111 and IRC Section 81003. Flue liner minimum 5/8" fire clay (or equiv.) per IBC Section 810011 and Table R1001.12. Flue area per IBC Table R100I.11. Chimneys shall support only their own weight unless specifically designed to support additional loads. All fir eplaces a re to be provided with tightly - fitting fl ue dampers, operated with a readily - aceesslble manual or approved automatic control, and an outside source of combustion air, minimum duct size of 6 square Inci'tles in area, provided with readily- operab dampers located in front part of firebox. Prefabricated fireplaces, chimneys and related components to bear U.L., have Washington 5tate Certification seal of approval and be Installed per any conditions of approval. DOORS AND UJINDOW5 All glazing to be doubl glaz ing, with maximum "U" value of 0.40. All ekyllghts to be double glazing, maximum "U" value of 0.58. Factory built windows to be constructed to permit oaxl Infiltration of 0.5 CIsM per lineal foot of operable sash perimeter as tested by standard ASTM E 283.13. Site built and mill work shop built wooden sash are exempt from Infiltration •:rlteria above, but must be made tightl fitting and weather - stripped -or caulked. r cau Sliding glass moors to permit maximum Infiltration of IS Cl� pcsr Infiltration of 1.0 CFM per square foot of door area. Caulk or weather -strip windows, doors and penetrations. Glazing in doors, and glazing In hazardous locations described in IBC Section 2406, to be safety glazing. Prescriptive Approach Option I v (unlimited Glaz Opti 2001 WSEC INSULATION U,ueoe otherwise noted, insulation to be as follows: or *qua I ( G185). 0 N LOA^ ING: +footnotes: Roof: 15 PSF DEAD LOAD • 25 PSF LIVE 1.040 a 40 !°4F t ` Floor: 10 PSF DEAD LOAD • 40 PSF LiVE LCAD • 50 PSF btructural design is based on the following allowable stresses (units in PSII: Z •,� o Q � Deck (PC PSF DEAD LOAD • 60 PSF LIVE LOAD " 65 PSF (2) Iced to p erimeter of slab from t of slab downward horizontal( s minimum 24 ". See alb �'' op y MINIM111 MAXIMUM LUt 5TRENGTP5 Cunoit5 to p.s,0 (3) Must be Integral with unit. Unit must dlsplay verification. LOCATION INSULATION ADDED ASSEMBLY "U" VALUE or Installed within IN of masonry or concrete to be tr eated with an approv preservative. Solid Fv Fb E CEILING 4 ROOFS R -38(I) 43 JOIST, RAFTERS: anchors and hangers shown on drawings shall be " Strong Tie Connectors" as manufactured b Simpson Company or approved equa FOOD � HEM - FIR 0 2 6 15 860 1 EXTERIOR WALLS R -21 .05 BEA^15, HEADERS, L INTELS,GIRDERa: Tr ussss shell be designed for un 1 form loading as fo Date issued: 05/28/04 Top Cord 33 P5F of tributary area WALLS BETWEEN HOUSE t GARAGE R -21 �5 4" Nominal Wem -Fir 0 2 15 850 1300000 FLOORS OVER UNHEATED SPACE R -30 03 4" Nomiral Doug -Fir 0 2 95 8 1,600000 6" Nominal Doug -Fir F 85 1350 1/0000" SLAB PERIMETER: (2) R- Im ELECTRIC WATER HEATERS (3) per ASHRAE 90A - 130 GLUE LAMINATED TIMBERS: Do;49-Fir Larch (24F -V3) 165 2400 1000,000 GAS WATER HEATERS (4) per A3HRAE WA - 80 (22F -V3) Iro5 2200 1,100000 DUCTS IN M14EATED SPACES per WSEC table 4 -16 v3) 1x65 2000 1,600000 0 N LOA^ ING: +footnotes: Roof: 15 PSF DEAD LOAD • 25 PSF LIVE 1.040 a 40 !°4F t ` Floor: 10 PSF DEAD LOAD • 40 PSF LiVE LCAD • 50 PSF (1) R -30 In single rafter, J oist vaultea cei lings. Ceiling: -5 PSF DEAD LOAD + 5 P5F LIVE LOAD • 10 PSF Z •,� o Q � Deck (PC PSF DEAD LOAD • 60 PSF LIVE LOAD " 65 PSF (2) Iced to p erimeter of slab from t of slab downward horizontal( s minimum 24 ". See alb �'' op y Interior Partition. NO PSF baste foundation details. Exter Partition: kV PSF (3) Must be Integral with unit. Unit must dlsplay verification. 13olt heads and nuts 6ear;ng against wood to be provided with flat cut washers. Wood bearing on (4) Unless unit conforms to ASHRAE 90A -80 and 16 labeled to signify conformance. or Installed within IN of masonry or concrete to be tr eated with an approv preservative. Solid blocking of not less than 2" thickness shall be provided at ends and at al! support of joi sts and rafters. Between supports provide blocking or approved bridgina at 8 " - o.c. for floor ,Joists, I0'- 0" for roof ,joists. Typical sill bolts to be 5/8" diameter at 4 - o•c.t embed 10 ". All metal frami anchors and hangers shown on drawings shall be " Strong Tie Connectors" as manufactured b Simpson Company or approved equa FOOD � Shall be factory fabricated trusses. Design and fabri"tion sheli conform to the requirements of the 'nternationaI Building Code. Engineering design and shop drawings bearing the stamp of a professi engineer registered in the State of Wasnington and showing a,l details of SITE PLAN construction Including brac Prujcct no.: 052504 Tr ussss shell be designed for un 1 form loading as fo Date issued: 05/28/04 Top Cord 33 P5F of tributary area • Bottom Cord '1 PSF of tributary area Fabricator shall be approved by the Designer. W9 m 0 r • • • •• 111 o ••• . ••:� • 1 =77710 • • • 1_ 1 •• • • • at af BUILDDMG D SIPMA PERM! REM pme McC11an1ksl d � Plurnbk!Pg Gas Pl" Gty Of T"na BUILDING DWOON 0 1 N r ve .i•��� . 1 r M r A 1 i V) 4 Vol U 0 v Q cd G � 'G 0 � b � J �0 V a t � �0N% r 4J 0 � u � 3 u " cv 0 U I i W F-1 0W 0 y 01� t • •a 0 i . i . t i 0 N �Ln O t ` N NI Z •,� o Q � U�� .I GENERAL N(YIIHS SITE PLAN Prujcct no.: 052504 Drawn by: ps Date issued: 05/28/04 Lunt Revision: • SHEET No: ve .i•��� . 1 r M r A 1 i V) 4 Vol U 0 v Q cd G � 'G 0 � b � J �0 V a t � �0N% r 4J 0 � u � 3 u " cv 0 U I i W F-1 0W 0 y 01� t • •a 0 i . i . t i FOR CAMP�� pQ�Pq+�V� HOY ' 2004 of ukW'��� t t • t ` N NI � • V r FOR CAMP�� pQ�Pq+�V� HOY ' 2004 of ukW'��� t t 1 � •J 2m� $ DRIVE 9! f .�3•�5' �� r 6 ; no be MMM to the 80"M of w iNit wN lwillill t P"W ppou l of NOl1'E: ANfsbna �� Oh,rrio�k III A WW nW h A de add pin HIV om 61TE FLAv N lcKf I .p LOT v HILLMAN MEADOW5, TUKWILA, WA w (,D Z Q U CT acr zt �`lL OL 0 1 .. -. �. �ww- .fir. -�M► .-.. .. - �a .r ilk V ?,:.►. • . s lY i W^ ' A7i1N ' +� �. i.+ �. � � .`: �i •..l.�Ji1.� yw MyN�j •.IM ..Rr 1r. v J„. p i 40 N NI � 1 � •J 2m� $ DRIVE 9! f .�3•�5' �� r 6 ; no be MMM to the 80"M of w iNit wN lwillill t P"W ppou l of NOl1'E: ANfsbna �� Oh,rrio�k III A WW nW h A de add pin HIV om 61TE FLAv N lcKf I .p LOT v HILLMAN MEADOW5, TUKWILA, WA w (,D Z Q U CT acr zt �`lL OL 0 1 .. -. �. �ww- .fir. -�M► .-.. .. - �a .r ilk V ?,:.►. • . s lY i W^ ' A7i1N ' +� �. i.+ �. � � .`: �i •..l.�Ji1.� yw MyN�j •.IM ..Rr 1r. v J„. p i 40 N I 1 A A't I FOUND AT I ON FL 4N 6CALE - 1/4" • 1' - ON : 0 I L , 5'- 6 b "x&' -0 "x18" THICK FT'G W/ (b) % EACH WAY TOP t BOTTOM (TYP 2 PLACES) Al t i I� 1 - 4 Al � I Al N. I s 0 1 5' - b "x6'- 0"x18" THICK FT'G W (b) % EACH WAY TOP t BOTTOM (TYP 2 PLACES) NMI 'o dE St� 6v � 1NGpT � 1) ALL PLR J6Tb TO BE TJI FLOOR SYSTEM, REFER TO MFG. LAYOUT FOR ALL. FRAMING DETAILS AND DLOCKING. REVIEW MFG. LAYOUT PIRIOIR TO FRAMING. OR ALL PLR J6T6 AND RPTIl6 TO BE 01 HEM -FIR DOUBLE UNDER SEARING PARTITIONS. PROVIDE SOLID SLOCK"G OVER BEARING MEMOER6. 2) ALL EXT. OR 4 WI NOW WDRS. TO BE 4x DFs2 ( UNO ) 3) ALL PRE - MANUFACTURED Tft*0E6 TO BE IDENTIFIED BY MFG'S VAMP. 4) FACTORY BLT PRPLC 4 CWIMEY TO BE UL LABELED INSTALL PER MNIr"% 6PEC6 0/610E CM!'l.STN AIR REOV (MIN 6 60 IN) DUCTS TO F/SOX W/ OPERABLE O/SIDE DAMPER T*WTLY FITT'G FLUE DAMPER, AND TIG4T FITTING GLASS OR FETAL DOOM OR FLUE DRAFT INDUCTION FAN. S) LIMIT SWOIIER PLOW TO 25 GALLO"IN. 6) WAU.T. TO !3E LABELED PER ASHIRAE STD. NO. WA- AND MEET THE REQMT6. PER 1W1 NATIONAL APPLIANCE ENERGY CONSERVATION ACT. 1) PUAN ANC) 14W. TANK= PILOTS, SWMIERS, HEATING ELEMENTS, AND SWITC346 TO BE A Mile. OF 18" AB01/E FINI"D FLOOR 6) ALL SKYLITES TO COMPLY WITW IJlC. SECTION 2409.1 4 2603.1 9) ALL 610ELITES, SOOING GLA66 DOORS AND TUBiSWO ER ENCLOSURES TO COMPLY WITH I.B.C. SECTION 2406. 10) NEAT P EG16TER6 TO BE PER LEGEND= LOCATE APPROXIMATELY AS &4OW N, b" IN FROM EXTERIOR WALLS, 3" IN PROM INTERIOR WALL6. 11) VENT DRYER, OVEN/14AN I E XWAUST PANS TO O /SIDE. DRYER EXH DUCT6 SHALL NOT EXCEED A TOTAL COMB WORIZ AND VE RT LNGTI4 OF !4' -0 ", INCL 2 90d. ELBOWS. DEDUCT 2' -0" FOR EA. 90d. ELBOW EXCEDING 2. SEE DRYER DUCT DTL FOR ALT. SOLUTIONS. ALL E DUCTS iNSLT'D (MIN. OF R -4) 12) ALL NAIL MG TO COMPLY WITH I.B.C. TABLE 23 COLU"IN, POST 1 BEAM CONNECTION6 TO C0'01PLY WITH IZZ. SECTION 2316. 13) ALL E XT. WALLS, INTR MAIN PARTITIONS 4 /OR BRaG WALLS TO BE BRACED. PRSCR METWM. REFER TO 2003 IJ5Z. SEE A,B,C, BELOW. SEE SWEAR WALL NOTES 4 SCNDLE. FOR OTHER COMPLIANCE METHODS A. ONE STORY: MTL. BRACE, USE KCAM106 (60d) OR K AM126 (4bo ) B. LOWER STORY OF 2 STORY: C%W15 ON STUD6 16" OC, UNBLOCKED, NAILED W/ Sol COOLER OR WALLBOARD NAILS 0 1" OTC. C. UPPER STORY: SEE ONE STORY (SEE SMEA WALL SC-44 FOR ADDTNL INFO) 14) SOLID 614TN'G REQ'D ON LOWER STORY OF 2 STORY BUILDING PER UB,C. DRYWALL NAILED PER SHEAR NAILING SCHEDULES OR IBC 2003 EDITION. 15) TUB /6HOIIER SURROUND WALL6 TO HAVE WATER "TNT GYP BRD AND A SMOOTH WARD SURFACE TO A MINIMUM WEIGHT OF 70" ABOVE DRAIN INLET 16) PROVIDE &1K DETCTR IN C MPLIANCE WITH I.D.G. AND I.D.C. STD. 0 43.6. ALL SMC DE"TCTIR6 W/BAT BACKUP.&MC DETCTRS WILL SOUND AN AUDIBLE ALARM IN ALL SLEEPING ROOMS. TT) DWWELLINCs TO COMPLY W/ WA, ST ENERGY CODE, 2001 EDITION � 19) SEAL, C41 K, GASKET�OIQ WEATWERSTRIP TO LIMIT AIR LEAKAGE: AT EXTERIOR JOINTS AROINV WINDOW AND DOOR FRAMES, OPNG'S STWN WALL AND ROOF AND WALL PANELS, OPWs'S AT UTILITY PENETRATIONS TNROUGM WALLS, MRS, AND IROOF6, ALL OTHER OPNG'S IN BLDG ENVELOPE. 19) ALL EXTERIOR DOORS OR AGCE66 WATCWES TO ENCLOSED UNHEATED AREA6 MUST BE WEATINERSTIRIPPED. 1. 20) M1K11UM SOIL BEARMG PM86UPS • 2000 PSF. 21) FOOTINGS TO BE PLACED ON FIRM, UNDISTURBED NATIVE SOIL. 22) DWELLING TO COMPLY WITH UNIFORM BUILDING CODE 118.6.) 2003 EDITION 23) FIRE STOPS S MALL BE PIRVD'D TO CUT OFF ALL CONGL'D DRAFT OPN'G6 FROM VERT TO WRDNTL SPACES, INCX'G THE STAIR, TUB, SWM FRPLACE, ETC. 24) CW (ROOF SHEATHING W/COMP ROOFING AND P'LYIW AT ALL OVERUANGB. SEE DETAIL 6WT FOR ALL ADDITIONAL NOTES. t GENERAL NOTES TS : r— _1 1d "x18 "x10" .I W/ 2 - 0 4 BARS E.W. ' t: PROVIDE 6" DIA, SLEEVE m BELOW TOP OF WALL L — i PC 44 POST CAP 4� Z Kn 48 4J U r-, pC N I 1 A A't I FOUND AT I ON FL 4N 6CALE - 1/4" • 1' - ON : 0 I L , 5'- 6 b "x&' -0 "x18" THICK FT'G W/ (b) % EACH WAY TOP t BOTTOM (TYP 2 PLACES) Al t i I� 1 - 4 Al � I Al N. I s 0 1 5' - b "x6'- 0"x18" THICK FT'G W (b) % EACH WAY TOP t BOTTOM (TYP 2 PLACES) NMI 'o dE St� 6v � 1NGpT � 1) ALL PLR J6Tb TO BE TJI FLOOR SYSTEM, REFER TO MFG. LAYOUT FOR ALL. FRAMING DETAILS AND DLOCKING. REVIEW MFG. LAYOUT PIRIOIR TO FRAMING. OR ALL PLR J6T6 AND RPTIl6 TO BE 01 HEM -FIR DOUBLE UNDER SEARING PARTITIONS. PROVIDE SOLID SLOCK"G OVER BEARING MEMOER6. 2) ALL EXT. OR 4 WI NOW WDRS. TO BE 4x DFs2 ( UNO ) 3) ALL PRE - MANUFACTURED Tft*0E6 TO BE IDENTIFIED BY MFG'S VAMP. 4) FACTORY BLT PRPLC 4 CWIMEY TO BE UL LABELED INSTALL PER MNIr"% 6PEC6 0/610E CM!'l.STN AIR REOV (MIN 6 60 IN) DUCTS TO F/SOX W/ OPERABLE O/SIDE DAMPER T*WTLY FITT'G FLUE DAMPER, AND TIG4T FITTING GLASS OR FETAL DOOM OR FLUE DRAFT INDUCTION FAN. S) LIMIT SWOIIER PLOW TO 25 GALLO"IN. 6) WAU.T. TO !3E LABELED PER ASHIRAE STD. NO. WA- AND MEET THE REQMT6. PER 1W1 NATIONAL APPLIANCE ENERGY CONSERVATION ACT. 1) PUAN ANC) 14W. TANK= PILOTS, SWMIERS, HEATING ELEMENTS, AND SWITC346 TO BE A Mile. OF 18" AB01/E FINI"D FLOOR 6) ALL SKYLITES TO COMPLY WITW IJlC. SECTION 2409.1 4 2603.1 9) ALL 610ELITES, SOOING GLA66 DOORS AND TUBiSWO ER ENCLOSURES TO COMPLY WITH I.B.C. SECTION 2406. 10) NEAT P EG16TER6 TO BE PER LEGEND= LOCATE APPROXIMATELY AS &4OW N, b" IN FROM EXTERIOR WALLS, 3" IN PROM INTERIOR WALL6. 11) VENT DRYER, OVEN/14AN I E XWAUST PANS TO O /SIDE. DRYER EXH DUCT6 SHALL NOT EXCEED A TOTAL COMB WORIZ AND VE RT LNGTI4 OF !4' -0 ", INCL 2 90d. ELBOWS. DEDUCT 2' -0" FOR EA. 90d. ELBOW EXCEDING 2. SEE DRYER DUCT DTL FOR ALT. SOLUTIONS. ALL E DUCTS iNSLT'D (MIN. OF R -4) 12) ALL NAIL MG TO COMPLY WITH I.B.C. TABLE 23 COLU"IN, POST 1 BEAM CONNECTION6 TO C0'01PLY WITH IZZ. SECTION 2316. 13) ALL E XT. WALLS, INTR MAIN PARTITIONS 4 /OR BRaG WALLS TO BE BRACED. PRSCR METWM. REFER TO 2003 IJ5Z. SEE A,B,C, BELOW. SEE SWEAR WALL NOTES 4 SCNDLE. FOR OTHER COMPLIANCE METHODS A. ONE STORY: MTL. BRACE, USE KCAM106 (60d) OR K AM126 (4bo ) B. LOWER STORY OF 2 STORY: C%W15 ON STUD6 16" OC, UNBLOCKED, NAILED W/ Sol COOLER OR WALLBOARD NAILS 0 1" OTC. C. UPPER STORY: SEE ONE STORY (SEE SMEA WALL SC-44 FOR ADDTNL INFO) 14) SOLID 614TN'G REQ'D ON LOWER STORY OF 2 STORY BUILDING PER UB,C. DRYWALL NAILED PER SHEAR NAILING SCHEDULES OR IBC 2003 EDITION. 15) TUB /6HOIIER SURROUND WALL6 TO HAVE WATER "TNT GYP BRD AND A SMOOTH WARD SURFACE TO A MINIMUM WEIGHT OF 70" ABOVE DRAIN INLET 16) PROVIDE &1K DETCTR IN C MPLIANCE WITH I.D.G. AND I.D.C. STD. 0 43.6. ALL SMC DE"TCTIR6 W/BAT BACKUP.&MC DETCTRS WILL SOUND AN AUDIBLE ALARM IN ALL SLEEPING ROOMS. TT) DWWELLINCs TO COMPLY W/ WA, ST ENERGY CODE, 2001 EDITION � 19) SEAL, C41 K, GASKET�OIQ WEATWERSTRIP TO LIMIT AIR LEAKAGE: AT EXTERIOR JOINTS AROINV WINDOW AND DOOR FRAMES, OPNG'S STWN WALL AND ROOF AND WALL PANELS, OPWs'S AT UTILITY PENETRATIONS TNROUGM WALLS, MRS, AND IROOF6, ALL OTHER OPNG'S IN BLDG ENVELOPE. 19) ALL EXTERIOR DOORS OR AGCE66 WATCWES TO ENCLOSED UNHEATED AREA6 MUST BE WEATINERSTIRIPPED. 1. 20) M1K11UM SOIL BEARMG PM86UPS • 2000 PSF. 21) FOOTINGS TO BE PLACED ON FIRM, UNDISTURBED NATIVE SOIL. 22) DWELLING TO COMPLY WITH UNIFORM BUILDING CODE 118.6.) 2003 EDITION 23) FIRE STOPS S MALL BE PIRVD'D TO CUT OFF ALL CONGL'D DRAFT OPN'G6 FROM VERT TO WRDNTL SPACES, INCX'G THE STAIR, TUB, SWM FRPLACE, ETC. 24) CW (ROOF SHEATHING W/COMP ROOFING AND P'LYIW AT ALL OVERUANGB. SEE DETAIL 6WT FOR ALL ADDITIONAL NOTES. t GENERAL NOTES TS : r— _1 1d "x18 "x10" .I W/ 2 - 0 4 BARS E.W. ' t: PROVIDE 6" DIA, SLEEVE PB 44 POST BASE BELOW TOP OF WALL L — i PC 44 POST CAP 4� Z Kn 48 4J U r-, pC G� PROVIDE 6"W x 12"h FO F ` � 24 "x24 "x12" TOP OF FOOTING I I W/ 2 - BAR$ E.W. RS PROVIDE MIN 2' DIA, HOLE L- PB •' POST BASE • • BELOW TOP OF WALL PC POST CAP 2 ; R : PROVIDE M 4 1/2" DIA. r a— — E TOP OF WALL 4 PROVIDE I I 3b "k36 "xl ?" AREA -WELL (AS REQ'DJ W/ 3 - BARS E& VERIFY LOGS. ON SITE I PB -• POST BASE PC •• POST CAP NOTE: MIN IO' HORN. BTWN WO 4 SEWER FOUND ' OCT 222W LOCATE AWAY FROM DECKS t PATIOS L -- � Drawn by: J'%S 96 14tat Re'visiom 10/18/04 • 5UCKOUTS A FOOTING 5CHEDULE 136 UNDER -FLOOR AREA . 4.9 SQ. FT. NET FREE REQ'D. 150 4 41 NET FREE x144 •106.5 6Q INa/5Q. FT. NET FREE REQ'D. PROVIDE 1 SO. FT. PER 150 ba FT. OF UNDER FLOOR AREA. COVER VENTS WITH 1/4" C 7RW61ON RESISTANT WIRE MESH. LOCATE VENTS AS CLOSE TO C PO E RS AS PRACTICAL. EFFICIENT VENT AREA • 125 SQ ft SQ IN. NET FREE 108.5 . 1 ♦ VENT5 VENT AREA 125 REQ'D. CRAWL VENTI C4LCULATION 6" x 16" SCREENED 0 1 FOUNDATION VENTS EQUALLY SPACED AT FON WALL COVER W/ 1/4" CORROSION RESISTANT WIRE MESH PROVIDE 1/2" MIR AIRSPACE 2 BETWEEN ENDS OF GIRDERS 4 RAMATION WALL (TYPJ 6x10 DF'I GLB5AxW•55 /8' W/ (2) 3/4 "♦ A301 BOLTS 0 ip (1) 0 5 x 2' - 0" LONG VERT. _I I/2r GLR 8" x 1' -2 1, c-'' . COL. W/ (2) S VERT. E ACN FACE 4 l 4 i 0 3 TIES • 4' C.C. TOP l BOTTOM W/ 15AL • 12" O.G. «5 DOWEL 41' EAC 4 VERT. E t FTG. b' -0' x 5' - 6' x 18 THICK W/ (&) V ` 0 6 EACH WAY TOP av ' 4 BOTTOM CONC COL / FTC C:ONN 4 N.T,S. mommommoaft (h j .; �: oj m U1 /^ e M M y' US N L e N �+ a �U N � vN� N •� in b 0 .. c� v w G oc p w . tic C � C� w z 0 Q U - 1 OL w .. .. -. .- ♦ .... a.�n.a -- w+- .+w..w..�aM•/rv.ar -+�..� � v.. �++• +dsr..�� �� •Ire w. �.t.71! ' a. �C �,2����- 7 �t _ r ►^► .4. �,e.- � .i' - '.'.. .. . rw� M.- N � V Ln G 4-J 00 V En C H x � N 4� Z Kn 4J U r-, pC cq V FOUND ' OCT 222W ft t r C&IMEFi Pru a no.: 052504 Drawn by: J'%S Date Issued: 05/28 'oa 14tat Re'visiom 10/18/04 • SHEET NO: .. .. -. .- ♦ .... a.�n.a -- w+- .+w..w..�aM•/rv.ar -+�..� � v.. �++• +dsr..�� �� •Ire w. �.t.71! ' a. �C �,2����- 7 �t _ r ►^► .4. �,e.- � .i' - '.'.. .. . rw� M.- ' -5 1/2" 3' -2 1/2" 14'•sa 1�2" 2x6 WALL 'HDIDA W/ A T TH16 VOL STUD "�7 LOCATION b - Ox4 -fa 1/2 SLIDE 0 5 EXTEND HEADER OVER 4 x12 C*n I r —� C'` SHEAIRIJALLS. NAIL SNT'Cs HI DR HR W/ IDd *3" O.C. I V 2/6 EAC 4 WAY ;� I Z ►? VINYL t e Bdrm 3 I Vx I Z ; vo --� Bonus Room � 0000. O 2/6 IIOv s - rr Ilmv 2/6 *' U e . 0 C ' Bdrm #4 2/ 1 z i� 3 I b `t n > ' :Dl 1 , 1 3°` Bath - I 2/m 1 116 w in 0 1 J ID FAN 4x8 DF'2 +34" NOTE: 1 2 - Ox3 S.W. 5 REQUIRES 8 &4GL OF*2 IE t STUDS S) OB 51 12' -6 1/2" 9' -b" I 8' -3 1/2" 1"'0141N FLCOR PLAN SCALE: 114' . l' - O" .w s Co , O 3" D IA. POST i m ' U�9 FILL W/ CONC. b s i I i 3/m SD 0 I t t 1 1 Patio C.C�f�ICRlETE x v Q W- *.9f*" "000.9 «}*000* c "009.9.. b' HEIGHT --J PRIVACY FENCZ Al5V. 24" NEWAWT RETAINING WALL W-10 [: 20 -01 0 I t s s ^ v cd U 0 - s l , O 3" D IA. POST i vz ILI) O ' U�9 FILL W/ CONC. b s i I i 3/m SD 2 I t t 1 1 ' I ' I Gara e MAIN FL PIAN 13' \ 1/3/ D.C. eA 4" C ONCRETE I PA*a no.: 052504 Drawn b9: p s 3 \ W✓ R M E �" I \ ` \ • D LINE OF FLOOR T 8 O DR ' I I � ABUVE en _ —+- I I Q e ll , i r 4 I r ---, Fo r ti's � F � I I � � � I I Al I Porch 0 3 9 � W- *.9f*" "000.9 «}*000* c "009.9.. b' HEIGHT --J PRIVACY FENCZ Al5V. 24" NEWAWT RETAINING WALL W-10 [: 20 -01 0 I t s s ^ v cd U 0 - s l , i vz ILI) O ' U�9 b s i i t t 1 1 s s r � V � O rr^^h • VJ V i vz ILI) O t U�9 b s i i REVIEWED FOR CODE CjpMPLI A paRQVED Nov at $ Z004 otY 0f TuIkwlla N dU LDING p SIO I6"44" �RALJL SP ACE ACCESS WEATHERSTl4IP t INSULATE TO 1 O LE VEL EQUc . TG 5UR C.11 SUWACE 5. PILOTS 4 84.- I OR 4ATIN4 ELEMENTS 4 BwITC TO M AT 2 LEAST 18" AMO VE FLOOR MIN. 6" O =RE3N ASR DUCT TO CONNECT TC RETURN AIR PLNUM 9 a.+R 0w.b • _m A SHOLAR WI ROU"D 10 o' ABOVE DRA cN N vu �CA 0 viol N ' 0 oc r - w � f 0 L 1 �. w (S) z O d u J Q W .. a ...:..ow..,�.....,........� .:.�.,. �. ...r - 0000. , ......4..— ......'.. - .........'.a...r ... `,�,�;� �y ,.. . �... s t.. rw..�W. , .�.+wr�ir�. -•+t« : �+.iF�.'�F�rl�+Y.�ll�li��ir�1�" �+((�..�.��//r/ ��' ��y a{+ �!'J 'y����I'��.j��y���^'��� .. �� ] /. .a �•r.trryr�/. .�r. �.,�,. .: 1 .+..: O w�•4 ' 1l ► • �M ..�.'�.�.- �I. + -M +-YM> .. • M.I�.� r \.�. M. �I ,' .•. Y I+f�M' .. s r � V � O rr^^h • VJ V i vz ILI) O U�9 t 1 1 j MAIN FL PIAN Crry7 Tt MVlu Oc T 2 �Lv� PA*a no.: 052504 Drawn b9: p s Date Issue& 05 /28/04 lAtat RCVW0= 10/18/04 SHEET NO: 4 : 3 REVIEWED FOR CODE CjpMPLI A paRQVED Nov at $ Z004 otY 0f TuIkwlla N dU LDING p SIO I6"44" �RALJL SP ACE ACCESS WEATHERSTl4IP t INSULATE TO 1 O LE VEL EQUc . TG 5UR C.11 SUWACE 5. PILOTS 4 84.- I OR 4ATIN4 ELEMENTS 4 BwITC TO M AT 2 LEAST 18" AMO VE FLOOR MIN. 6" O =RE3N ASR DUCT TO CONNECT TC RETURN AIR PLNUM 9 a.+R 0w.b • _m A SHOLAR WI ROU"D 10 o' ABOVE DRA cN N vu �CA 0 viol N ' 0 oc r - w � f 0 L 1 �. w (S) z O d u J Q W .. a ...:..ow..,�.....,........� .:.�.,. �. ...r - 0000. , ......4..— ......'.. - .........'.a...r ... `,�,�;� �y ,.. . �... s t.. rw..�W. , .�.+wr�ir�. -•+t« : �+.iF�.'�F�rl�+Y.�ll�li��ir�1�" �+((�..�.��//r/ ��' ��y a{+ �!'J 'y����I'��.j��y���^'��� .. �� ] /. .a �•r.trryr�/. .�r. �.,�,. .: 1 .+..: O w�•4 ' 1l ► • �M ..�.'�.�.- �I. + -M +-YM> .. • M.I�.� r \.�. M. �I ,' .•. Y I+f�M' .. CV r � V � O rr^^h • VJ V ( U N vz ILI) O U�9 MAIN FL PIAN Crry7 Tt MVlu Oc T 2 �Lv� PA*a no.: 052504 Drawn b9: p s Date Issue& 05 /28/04 lAtat RCVW0= 10/18/04 SHEET NO: • 1 s 'a MST31 C 13 ' -3" LIFFER FLOOR f=L4N 6CALE: 104" • I' - 0" t 0 i� I SOURCE SPECIFIC VENTILATION REQUIREMENTS 22'x30" ATTIC ACCESS. KITCHEN EXHAUST FANS TO BE 100 CRS. 6JEATNERSTRIP 4 INSULATE EXHAUST DUCTS SHALL, OVER TO Ec:;UAL CEILING -BE EQUIPPED WITH A BAA=DjtAPT DA11PER INSULATION. PROVIDE WOOD - COMPLY WITH BELOW SURROUND TO PREVENT LOOSE FAN CFM DUCT DIAMETER pUCT DIAMETER l ENGTN OF ELBOWS INSULATION SPILLAGE TO 80 -125 in ow 20' 3 JLIVING SPACE. N VIRECT VENT FIREPLACE ? INSTALL PER MANUFACTURERS A 1" DIAMETER FRESH AIR INLET FOR SMOOTH DUCT AND 8' DIAMETER 6PE C IFICAT IONS 3 tVR ER O SURROUND TO 6' ABOVE DRAM 0 i� I SOURCE SPECIFIC VENTILATION REQUIREMENTS BATHROOM LAUNDRY ROOM6 AND POWDER lip•= I FANS TO BE 50 CFM KITCHEN EXHAUST FANS TO BE 100 CRS. U-) EXHAUST DUCTS SHALL, -BE INSULATED TO R -4 IN UNG4*0ITIONED SPACE -BE EQUIPPED WITH A BAA=DjtAPT DA11PER Z - COMPLY WITH BELOW N� o FAN CFM DUCT DIAMETER pUCT DIAMETER l ENGTN OF ELBOWS �x 80 -125 in ow 20' 3 115 -115 8" 10" 20' 3 N I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH 2. FOIL ELBOWS NUMBERING MORE THAN 3 INCREASE DUCT DIAMETER I INCH U94OLE WOUSE VENTILATION REQUIREMENTS: A 1" DIAMETER FRESH AIR INLET FOR SMOOTH DUCT AND 8' DIAMETER FOR FLEX. DUCT SHALL BE DUCTED Mal THE EXT TO THE FRESH AIR RETURN PLENUM. THE FRESH AIR DUCT SHALL BE PROTECTED FROM THE ENTRY OF INSECTS, O u •WHERE IT WILL PICK UP OBJECTIONABLE ODORS, R XIES OR FLMMBL. V1 W.S. •A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES THERIN. - ATTIC, C RAI11L SPACE, OR GARACIE. - CLOSER THAN ha' FR01'1 AN APPLNC OR PLMIXas VENT OUTLET, UNLESS T14E DUCT VENT OUTLET IS AT LEAST 3' ABOVE THE FRESH AIR INLET. -DUCT SMALL ISE INSLTV TO R -4 WWEN PASSING THROUGH A CONO'D SPACE. INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED OMPR THAT WILL OPEN WHEN THE VNTLTN FAN RELAY 16 ACTIVATED, AND REMAIN CLOSED AT ALL OTHER TIME&. IN ADDTN TO T14E MOTORIZED DMIPIR A MANUAL DMPR SET TO 35 AIR CIANGES PER HOUR IS ALSO REQUIRED. A 11k10L.E HOUSE EXHAUST FAN SMALL BE LCT'D M THE CEILING. SIZE PER THE TABLE BELOW. THE AIR INTAKE DUCT DIP" SHALL BE SET W /IN THIS RNG UPPER FL(�R PLgN ClrV OF r*WN.1 ocr 22 ft MbTLL'D AND WIRED TO REGULATE TIE FUW FAN, RELAY AND WHOLE HOUSE Ptojeci no.: 052504 Drawn br. As Date ►.st,Da: osizeia Camt Rrnsioo: 10/18/04 VENTILATION SYSTEM MUST BE PERFONIANCE TESTED JUST PRIOR TO THE SHEET NU: DUCT SNAIL BE LABELED WITH THE ACTUAL C" MSR'D t A LETTER OF , 0 i� I SOURCE SPECIFIC VENTILATION REQUIREMENTS BATHROOM LAUNDRY ROOM6 AND POWDER lip•= I FANS TO BE 50 CFM KITCHEN EXHAUST FANS TO BE 100 CRS. - EXHAUST FANS SHALL BE FLOW RATED AT .25 WAG. STATIC PRESSURE EXHAUST DUCTS SHALL, -BE INSULATED TO R -4 IN UNG4*0ITIONED SPACE -BE EQUIPPED WITH A BAA=DjtAPT DA11PER - TERMINATE OUTSIDE THE BUILDING - COMPLY WITH BELOW MINR'fJI SMOOTH MINPIU M FLEX. M �XIM6M MAXIMUM NO- FAN CFM DUCT DIAMETER pUCT DIAMETER l ENGTN OF ELBOWS 50 -80 6" 1" 20' 3 80 -125 in ow 20' 3 115 -115 8" 10" 20' 3 MV-24V 7 lip 20 3 I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH 2. FOIL ELBOWS NUMBERING MORE THAN 3 INCREASE DUCT DIAMETER I INCH U94OLE WOUSE VENTILATION REQUIREMENTS: A 1" DIAMETER FRESH AIR INLET FOR SMOOTH DUCT AND 8' DIAMETER FOR FLEX. DUCT SHALL BE DUCTED Mal THE EXT TO THE FRESH AIR RETURN PLENUM. THE FRESH AIR DUCT SHALL BE PROTECTED FROM THE ENTRY OF INSECTS, LEAVES, OR OTHER DEBRIS AND LOCATED SO AS NOT TO TAKE AIR FROM: - IAZAIVOUS OR WOANITARY LOCATIONS. •WHERE IT WILL PICK UP OBJECTIONABLE ODORS, R XIES OR FLMMBL. V1 W.S. •A ROOM OR SPACE HAVING FUEL BURNING APPLIANCES THERIN. - ATTIC, C RAI11L SPACE, OR GARACIE. - CLOSER THAN ha' FR01'1 AN APPLNC OR PLMIXas VENT OUTLET, UNLESS T14E DUCT VENT OUTLET IS AT LEAST 3' ABOVE THE FRESH AIR INLET. -DUCT SMALL ISE INSLTV TO R -4 WWEN PASSING THROUGH A CONO'D SPACE. INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED OMPR THAT WILL OPEN WHEN THE VNTLTN FAN RELAY 16 ACTIVATED, AND REMAIN CLOSED AT ALL OTHER TIME&. IN ADDTN TO T14E MOTORIZED DMIPIR A MANUAL DMPR SET TO 35 AIR CIANGES PER HOUR IS ALSO REQUIRED. A 11k10L.E HOUSE EXHAUST FAN SMALL BE LCT'D M THE CEILING. SIZE PER THE TABLE BELOW. THE AIR INTAKE DUCT DIP" SHALL BE SET W /IN THIS RNG EXHAUST FANS MOOT BE FLOW RATED AT 25 WCs. AND MAX 1.5 GONE RATING. READILY ACCSSBLE 24 HR CLCK TMR OR DENU41DISTAT 4 RELAY SHALL BE MbTLL'D AND WIRED TO REGULATE TIE FUW FAN, RELAY AND WHOLE HOUSE EXIAUOT FAN. INTERIOR DOORS SHALL BE INBTLLV SO AS NOT TO IMPEDE THE MOVEMENT OF FRESH AIR TO ALL HABITABLE ROOMS. % VENTILATION SYSTEM MUST BE PERFONIANCE TESTED JUST PRIOR TO THE FINAL INSPECTION BY THE INSTALLER OR A QLF'D THIRD PARTY. THE INLET DUCT SNAIL BE LABELED WITH THE ACTUAL C" MSR'D t A LETTER OF , CG 1 MPLIANCF SMALL BE AVAILABLE ON BITE FOR THE INSPECTOR BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. � VNTL.TN /INLDOOR AIR CQL. RaMNT& PER TABLE 3 -2 - VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS Minhnw and Maxbnun VoKliatlon Rates. ' Cubic FNt Par Minutt (CFI) FLOOR 511FROOM3 AREA, Ft2 or 110 3 In. Max. in. Max. Min. Max. Min. Max. Min. Max. 15 65 w 80 120 95 143 110 465 501 - ~ 55 83 10 105 83 128 100 150 115 n3 1001 -lb" 60 w 15 113 90 135 105 158 120 180 15014COm 65 w 80 120 95 143 110 165 125 I88 2001 -25" 10 m 0 128 100 ISO 115 n3 130 196 ?501 -3000 15 113 w 135 105 ISO 18 120 0 135 203 3001 -3500 8e 120 9b 143 110 165 125 188 140 210 35®I.40fa0 85 128 Imo 150 115 113 130 1°.!6 145 218 4001 - 5 00,0 W 143 Ile 165 125 188 140 210 155 233 VENTI TA5L 3-2 TAOU32DWS Tnm P ASSAGE W•2 "x82 1/2" RI - HEAT REGISTER 2-1/2" X 12-1/4 BIFOLDS (SGL) W•I 1/4" x81 3/4' R2 - TEAT REGISTER 4 - 1/4' X t2 -1/4' I RA 81FOL.DS (OBL) W•I "x81 3/4" R3 - HEAT REGISTER 2 -1/2" X 10 -1/4' MIRROR B/F W•I "x81 3/4" - HEAT REGISTER 4 -1/4" X 10 -114" BIPASS UkNEThc82 3/4" 1* • HEAT REG 4 - 1/4" X 14 - 1/4" MIRROR B/P UKNETh bl 3/4' HEAT REGISTERS TO BE PER PLAN. LOCATE POCKET Wx2•2'x83 1/2" SC. FT, UNFINISHED APPROX. AS SHOWN: b" IN FROM EXTERIOR CUTOUTSt WALLS t 3" IN FROM INTERIOR WALLS, DRYER 4 112 1/2" 50. FT. RANGE 1 112"0 1/2" TI - TOWEL BAR • 4' -0" A3V. FINISH FLOOR OR 3 1/2 "x10 1/2" T2 - TOWEL BAR • 4' -6" ASV. FINISH FLOOR VE RIFY W/ MOOD RQMT'S. T3 - TOWEL RING 4' -6" 45V. FINISH FLOOR STP • SURFACE TOILET PAPER HOLDER RTP • RECESSED TOILET PAPER HOLDER RAC - 30 -1/2" X 14 -1/2" RETURN AIR - 1 1 -1/2" BELOW CEILING OR RAF - 1 -1/1" OF SUB FLOOR MC - 14" X 24' RA. (TYP.) MEDICINE CABINET R.O. 6CHEDULE/FL LEGEN PER C144PTER 6 PERSCRIPTIVE REQUIREMENTS 2001 W.5EZ. CLIMATE ZONE 1 - OPTION III GLAZING U- FACTOR- VERTICAL U•AIV, OVERHEAD U• 56 DOOR U- FACTOR= U•.20 INSULATION: CEILING: R -36, VAULTED CEILING: R -30 ABOVE GRADE WALLS: R -21, BELOW GRADE WALLS: R -21 FLOOR OVER VENTED CRA L SPACE. R -30 SLAB ON GRADE: R -Im ENERGY CODE CO" iFL LANCE �a PERCENT GLAZING CALCULATIONS: 335.58 (SQ. FT. GLAZING) •2m�93 11610 (3Q. FT. FLR AREA) SQUARE FOOTAGE SUMMARI' LOWER FLOOR 690 SQ. FT. MAIN FLOOR 980 SQ. FT. UPPER FLOOR N/A SG, FT. TOTAL I610 SC. FT, UNFINISHED N/A SQ, FT, GARAGE 435 50. FT. f o wV L O y/ � 5 u ri v N 0 (1 It w > CE v r i ° Oval 00 0 w P OO �A �V W u� z 0 u (L CL w J � R' ,.'V, r ''Aa r� ,F K ,y� W f s I •o �a K 4 ( ... s r >5A W/ 5L TUD 26' - 3 1/2" 0 6 1 '+- a►Y /WA.YiY►.wi - - .r•.y.�y..�Y1Rrr .nr�'A .�_ �► '. M'.YN. . •i.t •.� �1 � y . ♦ .... a ..... t.-.. 1 ♦ ti►.A i -, �' a ' aces r I►..'�P 1 �� .a�M. V ^.-r .:.- 11.4 . . - ii ,' .{i . .w► � ����,�� •_ {�. R' ,.'V, r ''Aa r� ,F K ,y� 1, m ob 1 A Al UFFER FLOOR 4 LCUJER WOOF F1. 4N SCALE. 1/4" . I' - V -SHALL CARRY MANUfACTURERB 6TAMI� •SHALL BE INSTALLED 4 BRACED TO MANUFACTMER3 SPECIFICATIONS -WILL NOT BE FIELD ALTERED UITHOUT PRIOR B4.ILDING DEPARTMENT APPROVAL OF ENGINEERINda CALCIJLATIONB -MALL HAVE DESIGN DETAILS 4 DRAWINGS ON SI FOR FRAMING iNSftCTIGN TRU NOTES � V ul VN � r N � �c ccp eI7 U u �u } 00 Z w c k V. ^ cq y L O 00 ' I C � N B v Z � o cq V 4.� V � y ,..� � HANDRAIL 4 SUPPORT STRUCTURE TO BE CONT. HANDRAIL 34' TO CAPABLE OF WITH- 38" ABOVE NOSING, 1 STANDING AT LE THE HAND GRIP PORTION 200 POUNDS IE OF HANDRAIL Si4ALL 15E f IN ANY DI MODE A H,qN 2' IN CROSS AT ANY ON THE SECTIONAL DIMENSION 4 HA ✓E A SPACE OF 1 V?" BETWEEN THE RAIL A WALL. RET HANDRAIL TO 1 1/8 "XI 11 /4 " NE UXI. POST OR UALL OPENINGS BETWEEN 'TREADS RAILS TO BE LESS THAN 4' Im' MIN. ----- ( ` � y SPP5ON t`u CE1VEb V HANGE TU tcyy ✓ ✓ :)c4 NAILER 0 E 5 V T1 RE 'x' 0 11J.15. ON SOM - 3 A WALLS BENEAT -4 STAIR •� • — `� �� (3) ?k': STAIR ,JACKS .✓ NOTC "ED FOR T READS r • 2X FIREE.00KING • T AND / DOTTOM rF " • FIREBLOCK NG REQU,RE:) ALONG 6TRINGER BET41LEEN EA 5%0 2X4 TRUST BLOCK STAIR SECTION Z� ETAII 6 •nom. S T AM i ^ cq L O 00 ' I C � N B v Z � o cq V 4.� V UPP & LOVE► Project no.: 052504 Dta wn kT. A'S Dite tssWed. 05/28/04 tAtest Rcvisioo: 10/18104 SHEET NO: • .. • ... •..�y►�..•F- s r• -. .•....., .... .... .. ..- ........�si.ri- �..�. •-►. ..- ..".rr., r+..N . .-a -i .Y— N ti" �. � •. ,r .....w r ...t �. -. . � -� �•l� `++ + 'w. _- ..r.r. �► ... �,.^ir. .. .i�`�r "a. .: ». ?. .lii"L.A„I3`e iIJ �'.��+a ,'i�tt: N v • r 41 ri' 1 • f O I A Al NAIL TOP PLATE SPLICE W/ !21) Ibd NAILS FOR MIDDLE HALF OF DIAPHRAGM (TYP SIDE) ROOF F RAt"o' I NCB FL. 4N 6CALE - 1/4" • I' - 0' r� v f U -SHALL CARRY MANUFACTURERb STAMP - SMALL BE INSTALLED 4 BRACED TO MANIFACTURER2S SPECIFICATIONS -WILL NOT I SE FIELD ALTERED WITHOUT PRIOR BUILG,NG DEPARTMENT APPIEOVAL OF ENGINEERING CALCULATIONS -SHALL HAVE DESIGN DETAILS 4 DRAWINGS ON SITE FOR "tAMiiNG INSPECTION TRUSS NOTES &owe EAVE VENTS • 213 OF j GAIDLE END VENTS • 0 OF 4A* OF PROVIDED > 51 SF REQUIRED s ROOF VENTI CALCULATION NOTE: , s . PROVIDE /ENT 5LOCKING EVERY 54Y • `0 Tel r N V � N op (� N N o ru iU u �, a N U u 4 _ t S i r ma. y. 0�` ; to w Ly- u� CL , 0 N i 0 a+ O�0 V fn C•1 H 50X SY VENT. ABOVE EAVE3.13 x .5 @I -% SF. 'Q • TOTAL VENTILATION PROVIDED: oci ?2� r ' OL N 1 .35 EAVE VENTLTN MANDAIRD) 120 LIN• FEET x 33 IN /LF •39i IN Ly- u� CL , r 7 r 0 N i 3W a+ O�0 V fn C•1 H 50X SY VENT. ABOVE EAVE3.13 x .5 @I -% SF. � N Z o • TOTAL VENTILATION PROVIDED: .I r ' N 1 .35 EAVE VENTLTN MANDAIRD) 120 LIN• FEET x 33 IN /LF •39i IN O � IN 96C GABLE END VENT. PROVIDED (If AMOLICAIN E/ (0) x ■ 0 SF GABLE END VENT. PROVIDED (IF APPLICAOL.E' (0) x ■ IN • OF GAISL.E END VENT. PROVIDED (IF APPLIC 414 E) (0) x ■ IN • SF TOTAL • 0 SF ROOF FRAAIING PLAN etojea no.: 0525a Dr awn br. As Date luut&- 05/28/ 04 [san Revirion 10 /181 SHEET NU: .�5 r 7 r i 3W l 50X SY VENT. ABOVE EAVE3.13 x .5 @I -% SF. • TOTAL VENTILATION PROVIDED: .I r ' 1 r t 3W 1 •.- M +..y... •..� -+�•• ». e►v w .�+w -. r+41a'+' �. r«A�iy�,�..l�i�r �N,►4M•,�'+•�riAR�i.�i �:f4� �1•�+ .r�. ...►•+�N�.MM•�►w. � »n « . .. r . .y... ....... ♦, _3� .. ..� r ^. .. ...�� • TOTAL VENT. REGi'D. 166 . 3.S GF NET FREE 3W 50X SY VENT. ABOVE EAVE3.13 x .5 @I -% SF. • TOTAL VENTILATION PROVIDED: AF -50 ROOF JACK YEILDS 50 14 NET FREE OR 35 SF • OF JACKS REOV. I.ld VENTS OR b VENTS .35 EAVE VENTLTN MANDAIRD) 120 LIN• FEET x 33 IN /LF •39i IN OF SAVE VENTLTN (NWCO E322) LIK FEET x 23 IN /LF • IN 96C GABLE END VENT. PROVIDED (If AMOLICAIN E/ (0) x ■ IN2 • SF GABLE END VENT. PROVIDED (IF APPLICAOL.E' (0) x ■ IN • OF GAISL.E END VENT. PROVIDED (IF APPLIC 414 E) (0) x ■ IN • SF TOTAL • 0 SF GABLE END VENT. 15% EFFICIENT 0' SF x.15. 0 SF * TOTAL • ' _ ROOF JACKS ■ (6) x 50 IN . 2.1 OF P , 0 clomp. ROOF • CONT. METAL GUTTER OVER 5/4x8 FASCIA UPPER PLATE _ -- --- CEDAR SWING . 1x3 /1x4 CORNER TRIM ja El - _ ._ -- - -- r FLAT 2x3 TRIM iA OVER 2x6 TRIM -- 32 -_ _ - - -- UPPER FLUOR - - MAIN PLATE — —' ` - rnlr•.r - rt•r..r. r.rM•..rr - - _ ..Ir•. ___ - - ... __,,..._,,,...... -.. WORIZ. LAP SIDING -•_ ___ -.. t._ _.. -_.__- _ _� - � -. w. ._ . -_rt rr...•.• .rir.• - ter r. :w. -'-- ' • MAIN FLOOR COMP. ROOFING UPPER PLATE All I CONT. METAL GUTTER OVER 5/4x8 FASCIA CEDAR SHINGLES -- _ � _ / \ �_..... .,.•........ wr_ .ir_. y ... —... -- ._.w.r + + +r .-Yr .w_•..My.• .. r B 1x3nx4 CORNER TRIM T -- FLAT 2x3 TRIM L OVER Zxb TRIM UPPER FLOOR � ---.. _.._• _' MAIN PLATE f`IORIZ LAP SIDING MAIN FLOOR — K.'G4T ELEVATION SCALE' ®• D 4 1 Ix2 TRIM OVER 0 IZ- 2x1D SARGE SID. r N V OF ocr I " "m OL V � pC N 0 t CL oil I U PI PLATE O N ri y D 4 Ix2 TRIM OVER 2XIm BAWxE W. 112 b E UPPER - PLAT 1x3 /jx4 CORNER TRIM a �4 NORM LAP SIDNG UPPER FLOOR v .N C Vol N 4 � d , �u 0Nj U) u 10 0 0 z r w ofts � W Vi a0 ; s � •H . • 1 1 r Y 1 Ix2 TRIM OVER w �.T IZ- 2x1D SARGE SID. r N V OF ocr I " "m OL V � pC N Q� t CL oil I U PI PLATE O � CEDAR SHINGLES i 2x6 WINCOW TRIM Fi.F. VATIONS Fcgm no.: 052w4 Drawn by: JQ'S lx3/Ix4 CORNER TRIM 05/28/01 IaoestReoiaios 10/18./01 L 1 FLAT 2x3 TRiM 44 - ---- -_ ©® OVER 2x6 TRIM . HORIZ. LAP BIDING FLAT 2x3 TRIM CONT. TAL GU R OVER 5/4x8 FASCIA OI/ER 2x6 TRIM UPPER FLOOR MAIN PLATE MAIN FLOOR FRONT ELEVATION � Ix2 TRIM OVER 2XIm BAWxE W. 112 b E UPPER - PLAT 1x3 /jx4 CORNER TRIM a �4 NORM LAP SIDNG UPPER FLOOR v .N C Vol N 4 � d , �u 0Nj U) u 10 0 0 z r w ofts � W Vi a0 ; s � •H . • 1 1 r Y c 3 r MAIN PLATE }-- V l MAIN FLOOR FEAR ELEVATION SCALE: V4" . I' - D" 4 iD 1 w �.T f c 3 r MAIN PLATE }-- V l MAIN FLOOR FEAR ELEVATION SCALE: V4" . I' - D" 4 iD o N V � � N V OF ocr I " "m OL V � pC N Q� ul CL .t 1 a , « ^+rY. " " .y 4F ;�' xc.L•sf3 a. 2: t1,. fw�rRra M �Oc�awr.wWM4AVSGw.�'gj r..Aryr++�r• 1I — . ., .,.�.►.. i.. Y'. .-.....' �...+.. w. r/► M./ LL. �.•+ �I..... I�.,:. i. r.' 1iN .r.w�+� yrw..r- .+.s«..- ...►r...� . _ o N V � � N 4j Z Ln V � pC N O � Fi.F. VATIONS Fcgm no.: 052w4 Drawn by: JQ'S IAaltwed: 05/28/01 IaoestReoiaios 10/18./01 SHEET NU: • r 7 Ilk 0 4 ROOF CONSTRUCTION C4". , ROOFING - 3d" BLDG. PAPER 1/?" PLYWD. SWT'G 12 SC ISSOR TRU66ES • 24" O.C. R -38 INSULATION (R -30 • VAULT) 4 MIL. U.Y. POLY. 3 12 UPPER PL MASTER BEDROOM J5ATH UPPER FLOOR , FINISH FLOOR ` 1/2" U.L. PLY • VINYL 3/4" T40 PLYW'D. SUB -FLR (GLUE 4 NAIL) 11 1/8" TJI FLOOR JOISTS 1/2" G.W.B. UPPER FL MAIN PLA TE BEDROOM 4 . ,. EXTERIOR WALL 1 /2" GIUJO. MAIN FLOOR R -21 BAIT INSUL. � ISN FLOOR BEDROOM j 3 4 MIL UV RE6. POLY U .L. PL V I N Y L 2 x6 6TUD6 16 Oic. 5/8" U.L. PLY • VINYL , 1/16" OW TO HRDWD. BLDG. PAPER 3/4" TrG PLYw'C. SUB -FLR SIDWo PER ELEVATI (GLUE 4 NAIL) ` 2x10 FLOOR JOISTS R -30 BATT INSUL. MAIN FL OOR ��� 'Ltty� 11 {,���1 C RAWL b MIL. BLACK POLY. LAPPED 1?" N. U,4 • SEAMS AND LP FDLL I?" 5ECTION �,4 � . SCALE: 1/4" • 1' S M1 / f v ca u 0 Ju �N C o '• �u ATE U N V�� tot po 1 � Q i 4 Z � ' l . SIDING PER GYP. W. SIDING PER 1 /2" G Y ELEVATIONS ELEVATIONS P. BD. R -21 BATT INSULATION 2X4 STUDS • 16' O.G. 5 P BUILD ING ?X6 s3TUDS • 16" OTC. 15 BU ILDING R -21 BATT INSULATION 2X6 STUDS • 1(0' O.C. 2X BLOCKING 2X6 PR. TR. SILL PLATE 2X4 PR. TR. SILL PLATE i!?` PLYII�. PAPER W/ I/2 "X10" A.B. • 48" O.G. V2" PLYuv' W/ 1/2 "X10" AM. • 48" O.C. `' ` 2X6 F T. SILL P 3/4" T4G PLYWOOD SHEATWING _ ,,. SWEATNING FLOOR JETS. • 16" Oic, 4 I. FROM ENDS 4 12" FROM ENDS r: '` W/ A.E PER 544E.ARWALL SC+- 4EDULE 314" T4G PLYWOOD .: '„,� 3/4" T4G PLYWOOC> GARAGE SLAB DRIVE " F _OOR JC I ST 3 4 SOLID PIPE 4" SOLID PIPE .� ' fERF�A� -y- TIGHT LINED �, • , 4 R -30 BATT INSUL. TIGHT LINED _ INDEPENDENT OF , INDEPENDENT OF j' ��rLL F: -30 13A 'T INSUL. FOOTING DRAIN , ?x FLOOR JSTB • FOOTINCs DRAIN " CONIC. SLAB 1U/ GARAGE SLAB (_ . w" O 4'' GRANULAR FILL ` BEAM PER PLAN 6x6 WIRE MESH .. • R -30 BATT INSULATI 0 4 CONT. BAR s _ THICKEN SLAB = _ 0 4 COtlT. f3,4-IQ 12" • DOORS •• s • - — ?c.���C-- x�- .— x�...� I i�; `Q 3/4" PLYWA. GUSSET ' ' vERT. BAR Ib" O.C. _ 1 - 0 4 VERT. BAR • Ik' CC 12 Xb CONT. POST W, 4„ �• BEND T • •+*' 1 04 EA. SIDE OF BEAM OR b MIL. BLACK VAPOR _ 4 CONT. BAR FOO P APROVED MTL. CAP BARRIER LAP 12 • Q 15 BUILDING PAPER _ F •4 VERT. BAR 1E" O.G. - b M•L. B�AGK vAF'OR SIMPSON PB44 BETWEEN POST 4 GONG 120 «I SEAMS AND UP FEN. It�4LL CiARR I E R LAP 12 " • 5E AM5 POS BASE % • • "• _ UP FDN WALL 1? • b ONE STORY . • U r • �, • "• 8' TWO STOR r • s � r � 4" PER FTG. 1 f " L AO, 2 0 4 CONT. BARS 4 PER FTC. • ? •4 CONT. BARS " GRAIN ►1 DRAIN '� 2 0 4 COW BARS R FDN PLAN 0 3" 6" 3 STORY w � 0 4" 8" 4" TLJO STORY FOUNDATION DETAIL GARAGE FOUNDATION DETAIL FOUNDATION DETAIL GARAGE ENTRANCE DETAIL SPREAD FOOTING TAI � N.1,6. � ,� " , �. DETAIL L �nr�oo Exr� S'T'S' 6CALE: 3/4 • i -0 " RT,S. N T.S. - -- -- Ioft* o !i/T1/� GAId ?OOR OVI?/O? PST e 0 N Nl �s o N Z N�� o O �x i I w z O Q U OCT 4- F- W fk l '+ -`. n.A•.�;w- i.+.:iur+�wrM:�..�i i.iir. 't• .. 'V L►+�•-', ,.j�.� �.. 1 .7'r .. �... �•. •.. ... 1. - „ ♦ .. v. ► stop -, ♦, y,.... s�' . N,,. t .. :.K .. .� 1► . • - . >r r.. J�.. . • .' rwY.- w�M...w`rM�..++.r•• ^ «aw.� • .•- ... ..,, ... .. ._ '"rA✓ -- .'�...•...- �f+.w•�+�+- .ti�w.. — ....�l +n ++�.a►. + —w -. ' aa� �' .`r -lrl ..���rW-- r . . •M. 0 N Nl �s o N Z N�� o �x 0 � 0 Vaa E-1- NATIONS & SEC'T'ION PmjaY no.: 052504 Dawn br. JVGS Duc Issued- 05/28/01 Feat Reviiwrc 10/180'64 SHEET NO: Z-1 4 STRUCTURAL NOTES: l A I- - - - -- - -- SIGN CRITIIRIA: BUILDING CODE. IBC 2003 2. VERTICAL LOADS. ROOF FLOOR SNOW LOAD 25 psf LIVE LOAD 40 psf DEAD LOAD 15 psf 12 psf 3. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO SHEARWALLS AND THENCE TO FOUNDATION WHERE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH. A. LATERAL WIND LOADS: 85 MPH EXPOSURE " B " b. SEISMIC SITE CLASS D, E=pQE + .2 SDS D p 1.5 (ASSUMED), SOIL TYPE D (ASSUMED) V =(1.2Ds /R)W, .2 SDS D NOT REQUIRED FOR WOOD SHEARWALLS PER ASCE7 -02- 9.5.2 «6.4.3 I. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. iSHE"WALL SCHEDULE THE CONTRACTOF SHALL BE S ES OELLY RPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. M A ;I IN I All Mr. ILL PLATE N. 0 F BOTTOM PLAT 8 DX ONE FACE d O 6 "o.c. d O 12 "o.c. 5 8 aij. O 48 ox w 2x BTM. PLATE 16d O ox. w/ 2x BTM. PLATE 3/8" CDX ONE FACE d O 4 "o.c. d O 12 "o.c. 5/A dio. O 48" ox w/ 2x BTM. PLATE 16d O 6" ox. w/ 2x BTM. PLATE ® 15/32 CDX ONE FACE 10d O 4"o.c Od O 12 "o.c. 5/8 "dia. O 32" ox w/ 3x BTM. PLATE 20d O 3" o.c. w/ 3x BTM. PLATE 15/32" CDX ONE FACE 3 10d O "o.c Od O 12 "o.c 5/8 "dia. O 24" ox w/ 3x BTM. PLATE (2 20d O 3" o.c. w) 3x BTM. PLATE ® 15/32 COX ONE FACE 10d O 2 "o.c Od O 12 5/8 dio O 2a o.c w 3x BTM. PLATE (2� 20d O 3" o.c. w 3x BTM. PLATE ® 15/32 COX EACH FACE 1 O O 4 "o.c. CH FACE Od O 12 0 ox CH FACE 5/8 "dia. O 16 o.c w 3x BTM, PLATE 5/8 "dio. O 16 o.c w 3x BTM. PLATE 15/32" CDX EACH FACE tOd O 3"o-c CH FACE Od O 12 "o.c CH FACE 5/8 "dia. O 12 ox w 3x BTM. PLATE 5/8 "dio. O 16" ox w/ 3x BTM. PLATE ® 5/8" GWB ONE FACE O 7 "o.c. O 6" ox. 5/8 "dia. O 48" o.c w 3x BTM. PLATE 16d O 16" ox. w 2x BTM. PLATE I II II II II II II II I _ 2. DURNING THE CONSTRUCITON PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE SHF.I►RwA1 NOTES: I I I I I E I I I I I I I I I I FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE a . ALL STUDS AND BLOCKING SHALL BE HF /2 ALL TOP AND BOTTOM SHORING, BRACING AND GUYS IN ACCORDANCE w/ ALL NATIONAL, STATE AND LOCAL PLATES SHALL BE HF #2. ALL SHEATHING EDGES SHALL BE BACKED ,I i - J L _ u _ u , I SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. WITH 2x OR WIDER FRAMING UNLESS OTHERWIZE NOTED (SEE NOTE2). 3. ALL ERCTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. i M 11 ' N ,MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 2. WHERE SHEATHING NAILING IS A ® OR GREATER, FOUNDATION SILL PLATES r AND ALL FRAMING MEMBERS RELIEVING EDGE NU\LING FRO FINI •H PROVIDE 4x SOLID SILL PLATE PER BLOCKING BELOW SHEHRWA -L SCHEDULE HOLDOWN POST (2x MIN.) ANCi10R BOLT PER SCH DULE THRU EiOLTS PER SCHEDULE HOLDOWN POST PE R PLAN (2 -2x MiN) SEE NOTE #3 A HOLDOWN AT FLOOR TRIM STUD WHERE HOLDOWN POST PER PLAN ' (2 -2x MIN.) SEE NOTE #3 REQ'D. FOR FLUSH d T THE CONTRACTOF SHALL BE S ES OELLY RPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. M M ABUTTING PANELS r 7. AN ACCEPTABLE ALTERNATE FOR APA RATED 15/32 CDX SHEATHING •T it2" = 1 :M , 1. FRAMING LUMBER SHALL BE HEM -FIR NO. 2; AND HEM -FIR NO. 2 FOR ALL TOP AND IS THE 15/32 ORIENTED STRAND BOARD (OSB). ' BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER 0 BE GRADE MARKED PER WCLIB SPECIFICATIONS. 8. USE 2"X2"X3/16 WASHER OVER ALL ANCHOR BOLTS. 1 2x BLOCKING 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1, SHEATHING SHEATHING do NAILING STRAP IN LIEU OF � Q � +PER SCHEDULE /PLAN , HOEDOWN WHERE j CONFORMING TO EITHER COMMERCIAL STANDARDS P51 -83, APA PRP -108, OR VOLUNTARY •• BEN PRODUCT STANDARD PSE -942. PROVIDE MINIMUM OF 3/8 OCCURS D EDGE DISTANCE ON ALL NAILS PREMANUFACATURED EXCESS ARO I I D B EAM ) REQUIREMENTS ARE AS FOLLOWS: AND 1 /8" EXPANSION JOINTS BETWEtN ,,;.L PANEL EDGES. MINIMUM SHEATHING � � � • � ROOF TRUSSES PER � POST do • .• o ROOF TRUSS PLAN '' HOEDOWN 1 I • �'' PER PLAN ROOF SHEATHING TO BE 15/32 C -D INT -APA RATED PLYWOOD WITH PLAN HEADER PER PLAN •• � � � \ \ 11 EXTERIOR GLUE, P.I. 24/0 USE 5 -PLY FOR PANELIZED ROOFS). NAIUNIG DU1PH. EDGE \ �` 1 t 1 8d O 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER (5) 6d �NAILING \ \ EA END •• AT INTERMEDIATE SUPPORTS. M ' I SUBFLOORING TO BE 3/4" T&G C -D INT -APA RATED PLYWOOD WITH EXTERIOR . _ :: CLEAR SPAN GLUE , P.I. 48/24. GLUE AND NAIL WITH 10d AT 6 INCHES ON CENTER AT 17 MAXIMUM VERT 2x --- - - - -.- - -- PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. �' • 2x CONT. BLOCKING OP /BOTTOM WEE - _ - i / - - + _ - ; .. 16d O 8 "o.c. �2x TRIM AS RE D . 1 KING STUD TO Q 30" min. w/ A35F O 24 » o.c. BLOCKING TYP. A POST 3. NAIUNG SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE REBAR �' ,� EACH SIDE OF - - - - - - BEARING P,.ATE .. ,� UNLESS NOTED OTHERWISE. USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. LENGTH �.='� '� SHEARWALL TRUSS � � •. / 4" x 4" x 4" , ' + -' a EDGE NAILING ROOF TO WALL { ' • 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFIC ONE 4 REBAR 2x BLOCKING BLOCKING CONNECTION SIMPSOfL MST48 EACH OR APPROVED IN WRITTING BY THE STRUCTURAL ENGINEER. PER SCHEDULE / PLAN ALLY DETAILED ;'' 3: x IN SHEAR CONE (12" MIN. REBAR M END (BEND EXCESS OTE: DOUBLE TOP END (MEALIER 5. PROVIDE 2x2 WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS LENGTH ) ARO PLATE ) VENTILATION MAY BE REQUIRED `•• �, BEARING ON WOOD. " AT BLOCKING VERIFY METHOOE w ' [ , " , - , SHEARWALL NAILING 1 /2 MIN. POST do HOLDOWN CUNSTRU"TIG� STUDS do SPACING SHEATHING PER BELOW PER PLAN BOLT HOLES SHALL BE NOMINAL DIAMTER OF BOLT PLUS 1/16" UNLESS OTHERWISE NOTED. FROM CORNER PER PLAN SCHEDULE / PLAN LAG BOLT PILOT HOLES SHALL BE PRE - DRILLED TO 60X OF THE NOMINAL DIAMETER OF THE RIM JOIST a. >• LA BOLT UNLESS OTHERWISE NOTED � . INTERIOR SHEARWALL STANDARD ALL SILL PLATES SMALL BE BOLTED TO THE FOUNDATION WITH 5/8 " MINIMUM DIAMETER BOLTS INSTAL SIMPSON 'STHD 14RJ' TRUSS/ SHEARWALL SPACED AT 48" ox. MAXIMUM SPACING (EMBED 5" MIN. INTO CONCRETE OR MASONRY). CONN. PERP, TO ROOF TRUSS HOLDOWN ABOVE HEADER 3 SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR 4 ' N.T.3. � N.T.L , ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE N.T.3. N.T.S. �. 1 •. TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION) 2x6 P.T. HF w / WIRE STAPLES WITH 7/16' CROWN MAY BE SUBSTITUTEC DIRECTLY FOR COMMON NAIILS DIAPHRAGM DIAPHRAGM r � DIAPHRAGM EDGE SHEARWALL 5/3" " dio. A B. O PER PLAN •4' - -0 o.c. (MAX.' CALLED OUT ON STRUCTURAL PLANS: EDGE NAILING EDGE NAILING _NOTE: 24 SHEARWALLS: 8d 14 GAGE x 1 -1 /2" NAILING H2 BETWEEN BLOCKING SEE ARCHITECTURAL 16d s O 8 " REQUIREMENTS o.c. IBACKFILL w 4 O 24" o.c. c+ DRAWINGS FOR 10d = 13 GAGE x 1 -X2' 2" DIAPHRAGM 16d O 8 o.c. 160 0 8" O.C. ' POROUS M TERIAL � A35 O 48" o.c. 'O 10d SHEARWALL DIAPHRAGMS: 6d = 15 GAGE x 1 -1 SHEARWALL EDGE NAILING ' SHEARWALL 3 LOOR JOIST SCREENED VENT TYPICAL (3) 10d JOIST TO PLATE t ( ) SL,aB PER PLAN • EDGE NAILING 16d O 8" o.c. EDGE NAILING PER BLOCK EDGE NAILING PER BLOCK PER PLAN REDUCE SPACING (4 PLC. TYP.) (4 PLC. TYP.) 12" o.c. FOR 7 g� ® ! . •" BREAK SHEATHING BREAK SHEATHING - '' ? w t ONC. WALL PER j ON BLOCKING OR ON BLOCKING OR SHEARWALL EDGE t LAN - HOOK VE kT. RIM JOIST ONLY RIM JOIST ONLY NAILING '� K " 6 INTO FOOTING AS JOIST PER PLAN \- 2x BLOCKING 3 BAYS) 2x BLOCKING (2 BAYS) 2x BLOCKING • 00 0 �* ' SHOWN 1 , w 0 48" ox. ws A35 TO (D 48" o.c. (Ok RIM JOIST FOJTING PER PLAN A35 O 48" o.c. PLATE do H2 BETWEEN TO 2-16d NAILS EA JOIST) (SEE SHEARWALL 4" P RF BLOCKING H2.5 . z E P LASTIC PIPE SCHEDULE FOR PLATE PIPE - CE N TER IN FOUNDATION •• SIZE AND ANCHOR BOLT 1 FOOT WASHED PER A JOIST PERPENDICULAR B JOIST PARALLEL - EXTERIOR JOIST PARALLEL INTERIOR sPACI PEA GRAVEL ac DRAIN C - TO DAYLIGHT OR FLOOR JOIST AP PROVED OUT FALL. TO SHEARWALL CONNECTION / SHEARWALL CONN. FNDe I SHEARWALL CONN . 8 N.T.S. 9 N.T.S. HOLDOWN SCHEDULE ANCHOR THRU BOLTS EMBEDMEN MIN. EDGE M T OR NAILS LENGTH DISTANCE HD2A 5/8 DIA. 2 5 8 DIA. 6 1/4 1 3 4 HD5A 3/ DIA. 2 3/ DIA. 7 1/2" 1 3/ HD8A 7Z8" DIA. 3 718 DIA. 10 1 2" 1 3/4" HD1OA 7/ 8 0 DUI. 4 7/8" DIA. 13" 1 3/4" H D 14A 1" DIA. 4` 1" DIA. 16" 2 3/4" H020A 3 1 1/ 4 1" DIA. 16" 2 3/ HD15 3 1 1 4" 5 1" DIA. 18 2 L4 MTT22 5 8" DUI. 30 10d 8 6 1/ 1 3/4" HTT22 5/8 DUI. 32 10d 8 6 1/4" 1 3,, LTT20 1 A. Q 16d 9 1/4" 1 4" k 1 rlw • I , IV OD H .�. �w��k"'f::.+. Rw sc. . �.•.•�.r�.fuf? .. .:#,�..vx- .•{ ..,..ice .+►.. .. �.. ... � .... ....• «. .. ,.. « . ... ... _ � _ . . its 0 r,�wu 06iiLQ: 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN. CONCRETE COMPRESSIVE STRENGTH fc s 2,500 psi. 3. HD14A, MO20A & H015 REQUIRE A 6x MIN. POST SIZE, U.N.O. 4 MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST SOIL PRWDE 3" CLEAR TO ANCHOR BOLT. 15. NAILS TO HOLDOWN POSTS SHALL BE 10d COMMON. (16d SINKERS MAY BE USED WITH PRIOR WRITTEN APPORVAL BY THE STRUCTURAL ENGINEER). 6. MINIM CONCRETE WALL THICKNESS IS 6 ". 7. WHEN FIELD CONDITIONS BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. B• DRILL ANCHOR BOLT HOLES 1/8" LARGER THAN ANCHOR BOLT DIA. 9. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING "ANCHOR -IT HS200 SOILDSOND EXPDXIES w/ THE FOLLOWING SIZE AND EMBEDMENT: SEE CHART. TRIM SIUU WHERE --- - - - --- _ _ - --- or REo'D. FJR FLUSH I 11 II II II II I II II I � I It II II II II � II II I I II II II ll II II II I I II II II II II II II I i T-mwmmqn� -n I II II It7Z I II II II II II J II II I I II II Il II II II II I F =FF =1;= =�1 II II II II I I II II 11 II II II II I I II II II - I II II It ". ""1r -- 11 Ir' F �1 II II II II • II II II I • TRIM STUD WHERE HOLDOWN POST PER PLAN REQ'0 FOR FLUSH (2 -2x MIN. SEE NO'E #: FINISH PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE „- (2 -2x MIN.) W 7: O m J ALL THREAD BOL AND EMBEDMENT LENGTH PER SCHEDU_E. EMBED WITH V ' ANCHOR - IT "HSr'00" cPDXY. (IC80 REPORT NO 4393) HOLDOWN AT SLAB n HOEDOWN INTO EXISTING FOUNDAT [ ON dmift HOLDOWN SCHEDULE ANCHOR THRU BOLTS MB DM N MIN. EDG M D OLT OR NAILS LEN 'T DIST AN STHD8 STRAP 24 16d 8 1 1 2 STHD8RJ STRAP 24 16d 8" 1 1/2" STHD t 0 STRAP ( 28) _ 16d 10 1 112 STHDIORJ STRAP 28 16d 10 1 1/ 6 STHD 14 STRAP 38 16d 14 ' 1 1/ STHD14RJ STRAP 38 16d 14" 1 1/2 HD2A 5/8" DUI 2 5/8m DUI 11" 1 3/ HD5A 3/ 4" DIA 2 3/ 4" DIA 11 b e 1 3/4 HD8A 7/8" DIA (3) Z 8" DIA 16" 1 3/4" HD10A 7/8' DIA 4 7/8* DIA 1 3/4" HD 14A 1 " DIA 4 1 DU\ 21 1 3 4" HD20A 1 " DU 4 1 " DIA 21 1 L 4 - PHD5 -SDS3 5 8 DUI 14 SDS1 4x 11 PHD6 -SDS3 7/ 8" DIA 18 SDS1 4x 14" PHD8 -SDS3 7 8" DIA 24 SDS1 4x 16 MST37 STRAP (42) 16d in CENTER on DEL. STUD RIM JOIST MST48 STRAP (46) 16d in CENTER on DBL. STUD RIM JOIST MST60 STRAP (56) 16d CENTER on RIM JOIST T9 -84-& ' 4" A4 1 1 " IG �•Ztv i OF WkA Ocr *1 4 1• .41y N 0 I I 3 N 4 1 t 1, �c 'f . V ; (-D J 1! i w11M�l��ii> +.MI rr�.iFl/�iwr`•':/�.MA i. 44*4 431ki .. �fl. � ,. � ,r. � y �+�1�7i� - �^ � � ^. +[L2'.{�j,,�y ..Tt •{ ♦ 4u ✓ �' •. •M v - - �`�,..� . .�+, :•� Mi i .. i 11 y`�'e1.i .l • �i l7A.l! �.ri •w i �. -., .. i • � ` f B DQ U) " -- O U I 10 � W N 0 C I > O X < O N ll.. . 00 � N (n3� O CO � CN j W U) Z) Ld U 0 D U 0 C1 Drown by: C'C Checked by: CCC Dote: 05/28/04 Job No. 2209 S -1 1 / 1 BELOW PER PLAN BOLT HOLES SHALL BE NOMINAL DIAMTER OF BOLT PLUS 1/16" UNLESS OTHERWISE NOTED. FROM CORNER PER PLAN SCHEDULE / PLAN LAG BOLT PILOT HOLES SHALL BE PRE - DRILLED TO 60X OF THE NOMINAL DIAMETER OF THE RIM JOIST a. >• LA BOLT UNLESS OTHERWISE NOTED � . INTERIOR SHEARWALL STANDARD ALL SILL PLATES SMALL BE BOLTED TO THE FOUNDATION WITH 5/8 " MINIMUM DIAMETER BOLTS INSTAL SIMPSON 'STHD 14RJ' TRUSS/ SHEARWALL SPACED AT 48" ox. MAXIMUM SPACING (EMBED 5" MIN. INTO CONCRETE OR MASONRY). CONN. PERP, TO ROOF TRUSS HOLDOWN ABOVE HEADER 3 SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR 4 ' N.T.3. � N.T.L , ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE N.T.3. N.T.S. �. 1 •. TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION) 2x6 P.T. HF w / WIRE STAPLES WITH 7/16' CROWN MAY BE SUBSTITUTEC DIRECTLY FOR COMMON NAIILS DIAPHRAGM DIAPHRAGM r � DIAPHRAGM EDGE SHEARWALL 5/3" " dio. A B. O PER PLAN •4' - -0 o.c. (MAX.' CALLED OUT ON STRUCTURAL PLANS: EDGE NAILING EDGE NAILING _NOTE: 24 SHEARWALLS: 8d 14 GAGE x 1 -1 /2" NAILING H2 BETWEEN BLOCKING SEE ARCHITECTURAL 16d s O 8 " REQUIREMENTS o.c. IBACKFILL w 4 O 24" o.c. c+ DRAWINGS FOR 10d = 13 GAGE x 1 -X2' 2" DIAPHRAGM 16d O 8 o.c. 160 0 8" O.C. ' POROUS M TERIAL � A35 O 48" o.c. 'O 10d SHEARWALL DIAPHRAGMS: 6d = 15 GAGE x 1 -1 SHEARWALL EDGE NAILING ' SHEARWALL 3 LOOR JOIST SCREENED VENT TYPICAL (3) 10d JOIST TO PLATE t ( ) SL,aB PER PLAN • EDGE NAILING 16d O 8" o.c. EDGE NAILING PER BLOCK EDGE NAILING PER BLOCK PER PLAN REDUCE SPACING (4 PLC. TYP.) (4 PLC. TYP.) 12" o.c. FOR 7 g� ® ! . •" BREAK SHEATHING BREAK SHEATHING - '' ? w t ONC. WALL PER j ON BLOCKING OR ON BLOCKING OR SHEARWALL EDGE t LAN - HOOK VE kT. RIM JOIST ONLY RIM JOIST ONLY NAILING '� K " 6 INTO FOOTING AS JOIST PER PLAN \- 2x BLOCKING 3 BAYS) 2x BLOCKING (2 BAYS) 2x BLOCKING • 00 0 �* ' SHOWN 1 , w 0 48" ox. ws A35 TO (D 48" o.c. (Ok RIM JOIST FOJTING PER PLAN A35 O 48" o.c. PLATE do H2 BETWEEN TO 2-16d NAILS EA JOIST) (SEE SHEARWALL 4" P RF BLOCKING H2.5 . z E P LASTIC PIPE SCHEDULE FOR PLATE PIPE - CE N TER IN FOUNDATION •• SIZE AND ANCHOR BOLT 1 FOOT WASHED PER A JOIST PERPENDICULAR B JOIST PARALLEL - EXTERIOR JOIST PARALLEL INTERIOR sPACI PEA GRAVEL ac DRAIN C - TO DAYLIGHT OR FLOOR JOIST AP PROVED OUT FALL. TO SHEARWALL CONNECTION / SHEARWALL CONN. FNDe I SHEARWALL CONN . 8 N.T.S. 9 N.T.S. HOLDOWN SCHEDULE ANCHOR THRU BOLTS EMBEDMEN MIN. EDGE M T OR NAILS LENGTH DISTANCE HD2A 5/8 DIA. 2 5 8 DIA. 6 1/4 1 3 4 HD5A 3/ DIA. 2 3/ DIA. 7 1/2" 1 3/ HD8A 7Z8" DIA. 3 718 DIA. 10 1 2" 1 3/4" HD1OA 7/ 8 0 DUI. 4 7/8" DIA. 13" 1 3/4" H D 14A 1" DIA. 4` 1" DIA. 16" 2 3/4" H020A 3 1 1/ 4 1" DIA. 16" 2 3/ HD15 3 1 1 4" 5 1" DIA. 18 2 L4 MTT22 5 8" DUI. 30 10d 8 6 1/ 1 3/4" HTT22 5/8 DUI. 32 10d 8 6 1/4" 1 3,, LTT20 1 A. Q 16d 9 1/4" 1 4" k 1 rlw • I , IV OD H .�. �w��k"'f::.+. Rw sc. . �.•.•�.r�.fuf? .. .:#,�..vx- .•{ ..,..ice .+►.. .. �.. ... � .... ....• «. .. ,.. « . ... ... _ � _ . . its 0 r,�wu 06iiLQ: 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN. CONCRETE COMPRESSIVE STRENGTH fc s 2,500 psi. 3. HD14A, MO20A & H015 REQUIRE A 6x MIN. POST SIZE, U.N.O. 4 MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST SOIL PRWDE 3" CLEAR TO ANCHOR BOLT. 15. NAILS TO HOLDOWN POSTS SHALL BE 10d COMMON. (16d SINKERS MAY BE USED WITH PRIOR WRITTEN APPORVAL BY THE STRUCTURAL ENGINEER). 6. MINIM CONCRETE WALL THICKNESS IS 6 ". 7. WHEN FIELD CONDITIONS BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. B• DRILL ANCHOR BOLT HOLES 1/8" LARGER THAN ANCHOR BOLT DIA. 9. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING "ANCHOR -IT HS200 SOILDSOND EXPDXIES w/ THE FOLLOWING SIZE AND EMBEDMENT: SEE CHART. TRIM SIUU WHERE --- - - - --- _ _ - --- or REo'D. FJR FLUSH I 11 II II II II I II II I � I It II II II II � II II I I II II II ll II II II I I II II II II II II II I i T-mwmmqn� -n I II II It7Z I II II II II II J II II I I II II Il II II II II I F =FF =1;= =�1 II II II II I I II II 11 II II II II I I II II II - I II II It ". ""1r -- 11 Ir' F �1 II II II II • II II II I • TRIM STUD WHERE HOLDOWN POST PER PLAN REQ'0 FOR FLUSH (2 -2x MIN. SEE NO'E #: FINISH PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE „- (2 -2x MIN.) W 7: O m J ALL THREAD BOL AND EMBEDMENT LENGTH PER SCHEDU_E. EMBED WITH V ' ANCHOR - IT "HSr'00" cPDXY. (IC80 REPORT NO 4393) HOLDOWN AT SLAB n HOEDOWN INTO EXISTING FOUNDAT [ ON dmift HOLDOWN SCHEDULE ANCHOR THRU BOLTS MB DM N MIN. EDG M D OLT OR NAILS LEN 'T DIST AN STHD8 STRAP 24 16d 8 1 1 2 STHD8RJ STRAP 24 16d 8" 1 1/2" STHD t 0 STRAP ( 28) _ 16d 10 1 112 STHDIORJ STRAP 28 16d 10 1 1/ 6 STHD 14 STRAP 38 16d 14 ' 1 1/ STHD14RJ STRAP 38 16d 14" 1 1/2 HD2A 5/8" DUI 2 5/8m DUI 11" 1 3/ HD5A 3/ 4" DIA 2 3/ 4" DIA 11 b e 1 3/4 HD8A 7/8" DIA (3) Z 8" DIA 16" 1 3/4" HD10A 7/8' DIA 4 7/8* DIA 1 3/4" HD 14A 1 " DIA 4 1 DU\ 21 1 3 4" HD20A 1 " DU 4 1 " DIA 21 1 L 4 - PHD5 -SDS3 5 8 DUI 14 SDS1 4x 11 PHD6 -SDS3 7/ 8" DIA 18 SDS1 4x 14" PHD8 -SDS3 7 8" DIA 24 SDS1 4x 16 MST37 STRAP (42) 16d in CENTER on DEL. STUD RIM JOIST MST48 STRAP (46) 16d in CENTER on DBL. STUD RIM JOIST MST60 STRAP (56) 16d CENTER on RIM JOIST T9 -84-& ' 4" A4 1 1 " IG �•Ztv i OF WkA Ocr *1 4 1• .41y N 0 I I 3 N 4 1 t 1, �c 'f . V ; (-D J 1! i w11M�l��ii> +.MI rr�.iFl/�iwr`•':/�.MA i. 44*4 431ki .. �fl. � ,. � ,r. � y �+�1�7i� - �^ � � ^. +[L2'.{�j,,�y ..Tt •{ ♦ 4u ✓ �' •. •M v - - �`�,..� . .�+, :•� Mi i .. i 11 y`�'e1.i .l • �i l7A.l! �.ri •w i �. -., .. i • � ` f B DQ U) " -- O U I 10 � W N 0 C I > O X < O N ll.. . 00 � N (n3� O CO � CN j W U) Z) Ld U 0 D U 0 C1 Drown by: C'C Checked by: CCC Dote: 05/28/04 Job No. 2209 S -1 1 / 1 ' N.T.3. � N.T.L , ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE N.T.3. N.T.S. �. 1 •. TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION) 2x6 P.T. HF w / WIRE STAPLES WITH 7/16' CROWN MAY BE SUBSTITUTEC DIRECTLY FOR COMMON NAIILS DIAPHRAGM DIAPHRAGM r � DIAPHRAGM EDGE SHEARWALL 5/3" " dio. A B. O PER PLAN •4' - -0 o.c. (MAX.' CALLED OUT ON STRUCTURAL PLANS: EDGE NAILING EDGE NAILING _NOTE: 24 SHEARWALLS: 8d 14 GAGE x 1 -1 /2" NAILING H2 BETWEEN BLOCKING SEE ARCHITECTURAL 16d s O 8 " REQUIREMENTS o.c. IBACKFILL w 4 O 24" o.c. c+ DRAWINGS FOR 10d = 13 GAGE x 1 -X2' 2" DIAPHRAGM 16d O 8 o.c. 160 0 8" O.C. ' POROUS M TERIAL � A35 O 48" o.c. 'O 10d SHEARWALL DIAPHRAGMS: 6d = 15 GAGE x 1 -1 SHEARWALL EDGE NAILING ' SHEARWALL 3 LOOR JOIST SCREENED VENT TYPICAL (3) 10d JOIST TO PLATE t ( ) SL,aB PER PLAN • EDGE NAILING 16d O 8" o.c. EDGE NAILING PER BLOCK EDGE NAILING PER BLOCK PER PLAN REDUCE SPACING (4 PLC. TYP.) (4 PLC. TYP.) 12" o.c. FOR 7 g� ® ! . •" BREAK SHEATHING BREAK SHEATHING - '' ? w t ONC. WALL PER j ON BLOCKING OR ON BLOCKING OR SHEARWALL EDGE t LAN - HOOK VE kT. RIM JOIST ONLY RIM JOIST ONLY NAILING '� K " 6 INTO FOOTING AS JOIST PER PLAN \- 2x BLOCKING 3 BAYS) 2x BLOCKING (2 BAYS) 2x BLOCKING • 00 0 �* ' SHOWN 1 , w 0 48" ox. ws A35 TO (D 48" o.c. (Ok RIM JOIST FOJTING PER PLAN A35 O 48" o.c. PLATE do H2 BETWEEN TO 2-16d NAILS EA JOIST) (SEE SHEARWALL 4" P RF BLOCKING H2.5 . z E P LASTIC PIPE SCHEDULE FOR PLATE PIPE - CE N TER IN FOUNDATION •• SIZE AND ANCHOR BOLT 1 FOOT WASHED PER A JOIST PERPENDICULAR B JOIST PARALLEL - EXTERIOR JOIST PARALLEL INTERIOR sPACI PEA GRAVEL ac DRAIN C - TO DAYLIGHT OR FLOOR JOIST AP PROVED OUT FALL. TO SHEARWALL CONNECTION / SHEARWALL CONN. FNDe I SHEARWALL CONN . 8 N.T.S. 9 N.T.S. HOLDOWN SCHEDULE ANCHOR THRU BOLTS EMBEDMEN MIN. EDGE M T OR NAILS LENGTH DISTANCE HD2A 5/8 DIA. 2 5 8 DIA. 6 1/4 1 3 4 HD5A 3/ DIA. 2 3/ DIA. 7 1/2" 1 3/ HD8A 7Z8" DIA. 3 718 DIA. 10 1 2" 1 3/4" HD1OA 7/ 8 0 DUI. 4 7/8" DIA. 13" 1 3/4" H D 14A 1" DIA. 4` 1" DIA. 16" 2 3/4" H020A 3 1 1/ 4 1" DIA. 16" 2 3/ HD15 3 1 1 4" 5 1" DIA. 18 2 L4 MTT22 5 8" DUI. 30 10d 8 6 1/ 1 3/4" HTT22 5/8 DUI. 32 10d 8 6 1/4" 1 3,, LTT20 1 A. Q 16d 9 1/4" 1 4" k 1 rlw • I , IV OD H .�. �w��k"'f::.+. Rw sc. . �.•.•�.r�.fuf? .. .:#,�..vx- .•{ ..,..ice .+►.. .. �.. ... � .... ....• «. .. ,.. « . ... ... _ � _ . . its 0 r,�wu 06iiLQ: 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN. CONCRETE COMPRESSIVE STRENGTH fc s 2,500 psi. 3. HD14A, MO20A & H015 REQUIRE A 6x MIN. POST SIZE, U.N.O. 4 MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST SOIL PRWDE 3" CLEAR TO ANCHOR BOLT. 15. NAILS TO HOLDOWN POSTS SHALL BE 10d COMMON. (16d SINKERS MAY BE USED WITH PRIOR WRITTEN APPORVAL BY THE STRUCTURAL ENGINEER). 6. MINIM CONCRETE WALL THICKNESS IS 6 ". 7. WHEN FIELD CONDITIONS BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. B• DRILL ANCHOR BOLT HOLES 1/8" LARGER THAN ANCHOR BOLT DIA. 9. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING "ANCHOR -IT HS200 SOILDSOND EXPDXIES w/ THE FOLLOWING SIZE AND EMBEDMENT: SEE CHART. TRIM SIUU WHERE --- - - - --- _ _ - --- or REo'D. FJR FLUSH I 11 II II II II I II II I � I It II II II II � II II I I II II II ll II II II I I II II II II II II II I i T-mwmmqn� -n I II II It7Z I II II II II II J II II I I II II Il II II II II I F =FF =1;= =�1 II II II II I I II II 11 II II II II I I II II II - I II II It ". ""1r -- 11 Ir' F �1 II II II II • II II II I • TRIM STUD WHERE HOLDOWN POST PER PLAN REQ'0 FOR FLUSH (2 -2x MIN. SEE NO'E #: FINISH PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE „- (2 -2x MIN.) W 7: O m J ALL THREAD BOL AND EMBEDMENT LENGTH PER SCHEDU_E. EMBED WITH V ' ANCHOR - IT "HSr'00" cPDXY. (IC80 REPORT NO 4393) HOLDOWN AT SLAB n HOEDOWN INTO EXISTING FOUNDAT [ ON dmift HOLDOWN SCHEDULE ANCHOR THRU BOLTS MB DM N MIN. EDG M D OLT OR NAILS LEN 'T DIST AN STHD8 STRAP 24 16d 8 1 1 2 STHD8RJ STRAP 24 16d 8" 1 1/2" STHD t 0 STRAP ( 28) _ 16d 10 1 112 STHDIORJ STRAP 28 16d 10 1 1/ 6 STHD 14 STRAP 38 16d 14 ' 1 1/ STHD14RJ STRAP 38 16d 14" 1 1/2 HD2A 5/8" DUI 2 5/8m DUI 11" 1 3/ HD5A 3/ 4" DIA 2 3/ 4" DIA 11 b e 1 3/4 HD8A 7/8" DIA (3) Z 8" DIA 16" 1 3/4" HD10A 7/8' DIA 4 7/8* DIA 1 3/4" HD 14A 1 " DIA 4 1 DU\ 21 1 3 4" HD20A 1 " DU 4 1 " DIA 21 1 L 4 - PHD5 -SDS3 5 8 DUI 14 SDS1 4x 11 PHD6 -SDS3 7/ 8" DIA 18 SDS1 4x 14" PHD8 -SDS3 7 8" DIA 24 SDS1 4x 16 MST37 STRAP (42) 16d in CENTER on DEL. STUD RIM JOIST MST48 STRAP (46) 16d in CENTER on DBL. STUD RIM JOIST MST60 STRAP (56) 16d CENTER on RIM JOIST T9 -84-& ' 4" A4 1 1 " IG �•Ztv i OF WkA Ocr *1 4 1• .41y N 0 I I 3 N 4 1 t 1, �c 'f . V ; (-D J 1! i w11M�l��ii> +.MI rr�.iFl/�iwr`•':/�.MA i. 44*4 431ki .. �fl. � ,. � ,r. � y �+�1�7i� - �^ � � ^. +[L2'.{�j,,�y ..Tt •{ ♦ 4u ✓ �' •. •M v - - �`�,..� . .�+, :•� Mi i .. i 11 y`�'e1.i .l • �i l7A.l! �.ri •w i �. -., .. i • � ` f B DQ U) " -- O U I 10 � W N 0 C I > O X < O N ll.. . 00 � N (n3� O CO � CN j W U) Z) Ld U 0 D U 0 C1 Drown by: C'C Checked by: CCC Dote: 05/28/04 Job No. 2209 S -1 1 / 1 k 1 rlw • I , IV OD H .�. �w��k"'f::.+. Rw sc. . �.•.•�.r�.fuf? .. .:#,�..vx- .•{ ..,..ice .+►.. .. �.. ... � .... ....• «. .. ,.. « . ... ... _ � _ . . its 0 r,�wu 06iiLQ: 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN. CONCRETE COMPRESSIVE STRENGTH fc s 2,500 psi. 3. HD14A, MO20A & H015 REQUIRE A 6x MIN. POST SIZE, U.N.O. 4 MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST SOIL PRWDE 3" CLEAR TO ANCHOR BOLT. 15. NAILS TO HOLDOWN POSTS SHALL BE 10d COMMON. (16d SINKERS MAY BE USED WITH PRIOR WRITTEN APPORVAL BY THE STRUCTURAL ENGINEER). 6. MINIM CONCRETE WALL THICKNESS IS 6 ". 7. WHEN FIELD CONDITIONS BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. B• DRILL ANCHOR BOLT HOLES 1/8" LARGER THAN ANCHOR BOLT DIA. 9. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING "ANCHOR -IT HS200 SOILDSOND EXPDXIES w/ THE FOLLOWING SIZE AND EMBEDMENT: SEE CHART. TRIM SIUU WHERE --- - - - --- _ _ - --- or REo'D. FJR FLUSH I 11 II II II II I II II I � I It II II II II � II II I I II II II ll II II II I I II II II II II II II I i T-mwmmqn� -n I II II It7Z I II II II II II J II II I I II II Il II II II II I F =FF =1;= =�1 II II II II I I II II 11 II II II II I I II II II - I II II It ". ""1r -- 11 Ir' F �1 II II II II • II II II I • TRIM STUD WHERE HOLDOWN POST PER PLAN REQ'0 FOR FLUSH (2 -2x MIN. SEE NO'E #: FINISH PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE „- (2 -2x MIN.) W 7: O m J ALL THREAD BOL AND EMBEDMENT LENGTH PER SCHEDU_E. EMBED WITH V ' ANCHOR - IT "HSr'00" cPDXY. (IC80 REPORT NO 4393) HOLDOWN AT SLAB n HOEDOWN INTO EXISTING FOUNDAT [ ON dmift HOLDOWN SCHEDULE ANCHOR THRU BOLTS MB DM N MIN. EDG M D OLT OR NAILS LEN 'T DIST AN STHD8 STRAP 24 16d 8 1 1 2 STHD8RJ STRAP 24 16d 8" 1 1/2" STHD t 0 STRAP ( 28) _ 16d 10 1 112 STHDIORJ STRAP 28 16d 10 1 1/ 6 STHD 14 STRAP 38 16d 14 ' 1 1/ STHD14RJ STRAP 38 16d 14" 1 1/2 HD2A 5/8" DUI 2 5/8m DUI 11" 1 3/ HD5A 3/ 4" DIA 2 3/ 4" DIA 11 b e 1 3/4 HD8A 7/8" DIA (3) Z 8" DIA 16" 1 3/4" HD10A 7/8' DIA 4 7/8* DIA 1 3/4" HD 14A 1 " DIA 4 1 DU\ 21 1 3 4" HD20A 1 " DU 4 1 " DIA 21 1 L 4 - PHD5 -SDS3 5 8 DUI 14 SDS1 4x 11 PHD6 -SDS3 7/ 8" DIA 18 SDS1 4x 14" PHD8 -SDS3 7 8" DIA 24 SDS1 4x 16 MST37 STRAP (42) 16d in CENTER on DEL. STUD RIM JOIST MST48 STRAP (46) 16d in CENTER on DBL. STUD RIM JOIST MST60 STRAP (56) 16d CENTER on RIM JOIST T9 -84-& ' 4" A4 1 1 " IG �•Ztv i OF WkA Ocr *1 4 1• .41y N 0 I I 3 N 4 1 t 1, �c 'f . V ; (-D J 1! i w11M�l��ii> +.MI rr�.iFl/�iwr`•':/�.MA i. 44*4 431ki .. �fl. � ,. � ,r. � y �+�1�7i� - �^ � � ^. +[L2'.{�j,,�y ..Tt •{ ♦ 4u ✓ �' •. •M v - - �`�,..� . .�+, :•� Mi i .. i 11 y`�'e1.i .l • �i l7A.l! �.ri •w i �. -., .. i • � ` f B DQ U) " -- O U I 10 � W N 0 C I > O X < O N ll.. . 00 � N (n3� O CO � CN j W U) Z) Ld U 0 D U 0 C1 Drown by: C'C Checked by: CCC Dote: 05/28/04 Job No. 2209 S -1 1 / 1 n HOEDOWN INTO EXISTING FOUNDAT [ ON dmift HOLDOWN SCHEDULE ANCHOR THRU BOLTS MB DM N MIN. EDG M D OLT OR NAILS LEN 'T DIST AN STHD8 STRAP 24 16d 8 1 1 2 STHD8RJ STRAP 24 16d 8" 1 1/2" STHD t 0 STRAP ( 28) _ 16d 10 1 112 STHDIORJ STRAP 28 16d 10 1 1/ 6 STHD 14 STRAP 38 16d 14 ' 1 1/ STHD14RJ STRAP 38 16d 14" 1 1/2 HD2A 5/8" DUI 2 5/8m DUI 11" 1 3/ HD5A 3/ 4" DIA 2 3/ 4" DIA 11 b e 1 3/4 HD8A 7/8" DIA (3) Z 8" DIA 16" 1 3/4" HD10A 7/8' DIA 4 7/8* DIA 1 3/4" HD 14A 1 " DIA 4 1 DU\ 21 1 3 4" HD20A 1 " DU 4 1 " DIA 21 1 L 4 - PHD5 -SDS3 5 8 DUI 14 SDS1 4x 11 PHD6 -SDS3 7/ 8" DIA 18 SDS1 4x 14" PHD8 -SDS3 7 8" DIA 24 SDS1 4x 16 MST37 STRAP (42) 16d in CENTER on DEL. STUD RIM JOIST MST48 STRAP (46) 16d in CENTER on DBL. STUD RIM JOIST MST60 STRAP (56) 16d CENTER on RIM JOIST T9 -84-& ' 4" A4 1 1 " IG �•Ztv i OF WkA Ocr *1 4 1• .41y N 0 I I 3 N 4 1 t 1, �c 'f . V ; (-D J 1! i w11M�l��ii> +.MI rr�.iFl/�iwr`•':/�.MA i. 44*4 431ki .. �fl. � ,. � ,r. � y �+�1�7i� - �^ � � ^. +[L2'.{�j,,�y ..Tt •{ ♦ 4u ✓ �' •. •M v - - �`�,..� . .�+, :•� Mi i .. i 11 y`�'e1.i .l • �i l7A.l! �.ri •w i �. -., .. i • � ` f B DQ U) " -- O U I 10 � W N 0 C I > O X < O N ll.. . 00 � N (n3� O CO � CN j W U) Z) Ld U 0 D U 0 C1 Drown by: C'C Checked by: CCC Dote: 05/28/04 Job No. 2209 S -1 1 / 1 IG �•Ztv i OF WkA Ocr *1 4 1• .41y N 0 I I 3 N 4 1 t 1, �c 'f . V ; (-D J 1! i w11M�l��ii> +.MI rr�.iFl/�iwr`•':/�.MA i. 44*4 431ki .. �fl. � ,. � ,r. � y �+�1�7i� - �^ � � ^. +[L2'.{�j,,�y ..Tt •{ ♦ 4u ✓ �' •. •M v - - �`�,..� . .�+, :•� Mi i .. i 11 y`�'e1.i .l • �i l7A.l! �.ri •w i �. -., .. i • � ` f B DQ U) " -- O U I 10 � W N 0 C I > O X < O N ll.. . 00 � N (n3� O CO � CN j W U) Z) Ld U 0 D U 0 C1 Drown by: C'C Checked by: CCC Dote: 05/28/04 Job No. 2209 S -1 1 / 1 U 0 C1 Drown by: C'C Checked by: CCC Dote: 05/28/04 Job No. 2209 S -1 1 / 1 1 I,S ' N W 114 OF NE 1 4 SEC 10 T23N, R 4E . W. M. \ CLE uLn I ✓ PROPERTY LNE ✓ .✓ GRAPHIC SCALE \ ✓ I �o o 10 40 so '''r \ N EL MAR O CITY OF TUK KILA SSMH 126 7-4 IN FEET 71 A inch 20 ft .-� ' 5.0' 1 8 5.0' -" 5.0 7 • 10 �I RESIDENCE I .-- .✓ I RESIDE I \ , ' ✓ 5.0' FF =115.9 I 115.7 I \ i `- •' r' + �. ` 5.01 , 5.0 RESIDENCE 4`PVC I \ •,~ 1 � .,/ „• \ FF 116.1 OUT ON • / RESIDENCE O \ ✓ FF =116.3 2 - 6•,x4 116.7 INSTALLI'POLY WATER 1 .,.► "� ` GARAGE •` \ �� 115.9 11NE (TYP), 200 PSi \ I \ DRISCO PIPE BETWEEN •.. \ I WATER METER dt HOUSE r 1 SS SUB I 5 \ \ 1 GARAGE o T .� ASEMEN ; \ FF =117.1 / \ ` � J \ , \ { S GARAGE �• \ \ DaWNSPOUT f F =117.5 \ 'z CONNECTION POINT I ✓ N 5 (TYP) 18' SIGN Ui r ti 4" ADS TIIPMT h TE LINE (10%) 18'6 C P L ,r ✓ �?\ r r A I \\ � 48 DIA DRY WELL � � ; ^ '• � SO \ ' r " ,"' ' (TYP). SEE DETAIL \ \ \ -4" PVC VW \ ` I - 4' PVC C.O (TWA ' r / 1 ✓ A r 1 -�' '�� TYP I CATCH BASIN \ \ ✓ f \ �,� REVIEWED FOR 1 2.5 1 1 '� r ',�•� �•--' (TYP) VANED GRATE ,* � �,,�• '' G � �- �' � RIM EL= 116.6 \ COKPLIANCE MIN MIN MIN MIN MIN \ . r , �' S p INV EL= 112.6 .•-' -✓ WATER METER AND 3 2004 _ \ SE 1"M I - CATCH BASIN SERVICE CONNECTION (TYP) VANED FOR EACH LOT PER , r r 1 -.._ CITY STANDARDS \ G � �• RIM EL= 116.8 Ex UM 0116 -1 ---• -- -'�/• INV EL= 112.8 SO r air a. =11614 \ r.Ity Of Tukwila . ,�:.�.'S`' r- , - - -- EacTENO o>; .` rry o� : 1Q'3�21 w BUILDING DMSION ACP CLASS E OR �, .� 8 So r `� '�- TOM _ -NV CL 105. SE \ r 2" CLASS ' B' - (SM KTAQ - a' PVC SIDE SERER M SE'rElt IS• ... ,....__....,�.. 6 PVO QFANWT f \ r �' a Ir PVC TESTING Tai ,j 6 C RUSHED r �"� .✓ SURFACING P TWwO �"� G TO COU RS� $ » �- TYP I CATCH BASIN S1 TE PLAN OTES TYP I CATCH BASIN ..� TYP) VANED GRATE -- - {T�) VANED GRATE CRUSHED ROCK FROM EAC 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEEWAY AREAS FRH �SO � mss �� RIM EL= 117.2 � t RIM EL_ 117.0 LOT ARE COLLECTED IN A TYPE I CATCH BASIN AND THEN ROUTED THROUGH PLOWABLE FILL •,, ' ✓ \ .\ INV EL= 113.2 Ex SSW /h267 -3 INV EL- 113.0 4" ADS TIGHTLINE TO THE DRYWELL SYSTEM. A OR \ • / \ Oft EL = 11723 AS REQUIRED BY ENGINEER \ WV IXOIO&6s w 2. DRYWELLS WILL BE INSTALLED ON THE FOUR LOTS. 1/ \ • : ON EL =1ad►457 S SEE DWG# HR -05 FOR MINIMUM STANDARDS �) 8 I Ex SS11M /1267 -4 Ex SSA /1267 - : , 3• THE ELEVATIONS OF THE RESIDENCES AND DRYWELLS ARE THE SAME FOR ALL T YPICAL PA TCH FOR FLEXIBLE PA VEMEN T Off ELM IO&20 E a EL= O& _ LOTS. r i OW EL =l*&X N the Public I WHEN PERPENOICULAR TO I rry a�10S`a1 E These plans have been ,reviewed by Works Department rtmt for co nfortnataae with current 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENNNGS DURING I - . and CONSTRUCTION. REFER TO DETAIL RAWIN NEXT Roo f Do wn s out � • � Cary standards. Acceptance t: �blect to errors D G ON E SHEET. ROADWA Y CENTERLINE 1 Downs omissions which do not atrtbolrise violations of 5. A SOIL LOG TEST HOLE WAS DUG ON EACH OF THE LOTS AT ABOUT THE I HOUSE � . �' ' . - � � standwds or vrdtnaaoes' The rGSpoiastbrlitiy TIFFICATION I - for the adequacy of the deai6n ra totaUl with the PROPOSED DRYWELL LOCATION. THE TYPICAL SOIL TYPE AND STRA dde�ons a rclri:ioas to tbae WAS As FOLLOWS: I dest�ler• 0 -5' BROWN SILT FINE SAND z I TYP I- Catch Basin drawing after this d Wig void this 5'-9' BLACK MEDIUM SANG With vaned grate ud wiU mqy a mubl�itW of tamed &}n • NO WATER TABLE ENCOUNTERED W z ' $PP L 6. ALL SANITARY SEWER PVC PIPE CONFORMS TO ASTM D- •3034, SDR 3034. O l:tad &=qxnaw is >iubiax to &W inspecdoo by 7. ALL STORM DRAINAGE PIPE IS ADS CORRUGATED POLYETNELENE PIPE. !; U . 1 V) a a f /� I flc w t 48 Inch Diameter • o IX o o o 1 v ' Hole Filled w th the PttbiiC Wot�Ot Iuilrtla rtupeclot. /� � T �V� I DR YWEL L 1 1 / 2 - 'i w asf^ [. �: r �� 1 • U 2 0 o o Drain Rock C. l i W W w W PLAN VIEW _ o t D� -1KN BLDG �""" 118 5 •oy • Re 0� _` ' 2 /v T5 11,oV 1 epK Z _ 117 - _ 117, Roof L ownspout 07� o A a /Y o we 116 ; 11 - .r - - 6 � � _ .. i SCALE HORII 1 =2 Q Over /haw TYP l Catch Boson YE r_ _J" =2Q' I it HOUSE with vaned gro to . LOT NO LOT 6 LOT 7 LOT s LOT s LOT AREA 3146 3146 �i W%p 341 RODE AREA 11Sd 11 9F 1155 Sf SF OIiVERMY AREA SF 4 W 463 SF /463 Si FOTAL SF 764 Si 4764 4764 Sr fAx NM 740 -OM 740 -OM 3,14740 -11M 740 -OM Sat IPEMC CEO GORRECTION Li 115 I .t'-• Spiosh Block 6" max LT Rf 7' -2 min S 0 ' 4" ADS _4 A DS LEGAL DESCR IP.TION LOT 6 FLOOR EL =117.30 .•�• � � • toe min :� / - min ''rr__ LOT 7 FLOOR EL =117.10 � .•�' P S ape OZ _���,. � • ��Q. v , d . . I ,r LOT 8 FLOOR EL =116.90 a s e LOT 9 FLOOR EL =116.70 ,,.� ✓ ��`! 0� •? t� LOTS 6, 7, 8 AND 9, BLOCK 1 , C.D. HILLMAN MEADOW TYPICAL DRI EWA Y PROFILE Mesh 48 Inch Diometer , p ip e inlet Hole Filled GARDENS TO THE CITY OF SEATTLE DIVISION NO.1, Sides of HcJe_ 1 1/2 -3 e Washed ! 4 min � �• I tined with rc O rom Rock Filter �6 ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 3 v 4 .� I O P 15min r t L AT P AGE 64. IN THE CITY OF TUKWILA KING COUNTY I I �,;n• Seasona WASHINGTON 118 above _ $ 118 High Groundwater Table DR YWELL T I SCALE _ 1'% -2' SEC T/ ON VER T 116 116 N Ts *rPIr. A I ,ne wwA Y SEC TION i _ . .. .. .. - - ... . _ .. .. re..+w..wi.. - •. +, 5...,- •.w.+•i.- ......wb.r....M_ ,....Lfi. , ir.•.r..+i►w�ll.rworr•►+ - L - - .'4_i *•� IVO4 DESMP naN M le 1 �1R H T sago �►.I.� 1 w PC Z w � ` i N M O O 4 Q L w� R Q 9 1� T w w �J O US / d Q► J06 NO. 71919 j ED MT i A 1111 cow. CH MMV M T DATE' ANE, 2004 NQ VO4 DESCNP TXW/bA rF 184 EROSION CON TROL N O TES I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTI OCCURS, A PRECOIVSTRUC710N MEETING MUST BE HELD WITH THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEERS 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVi4 T1ON AS PRESCRIBED ON THE PLAN SHALL BE CLEARL Y FLAGGED IN THE nELD AND OBSERVED DURING CONSTRUCTION. J. ALL REQUIRED SEDIMEN TA T101VIEROSION CONTROL FACILI MUST BE CONSTRUCTED AND IN OPERA T70N PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILI T1ES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND PO TEN TIAL FOR ON— SI TF EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDI T101VS TO EROSION / SEDIMEN TA T10N CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMI TTEE. 4. THE EROSION AND SEDIMENTA T10N CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICYPATED SITE CONDITIONS AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL COIVDI T10NS DICTATE, THE PERMI TTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMEN TA T1ON CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. . DURING THE COURSE OF CONSTRUCT 10N, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMI TTEE TO ADDRESS ANY NEW CONDI TIONS THA T MA Y BE CREA TED BY HIS ACTT W TIES AND TO PROVIDE ADDI 7101VAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. ,APPROVAL OF THE PLAN IS FOR EROSION /SEDIMENTA TION CONTROL ONL Y. I T DOES NOT CONSTI AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCA 7701V OF PIPES, RESTRICTORS, CHANNELS OR RETEN710N FACILITIES 6. DURING THE 71ME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJE DISTURBED SOIL AREAS GREATER THEN 5,000 SQUARE FEET, THA ARE TO BE LEFT UN IRNKED FOR MORE THAN T *E`L VE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. Z IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA TION AND WHERE NO FURTHER WORK IS AN TICIPA TED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIA TEL Y STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSI SEEDING MAY PROCEED, HOWEVER, WHENEVER I T IS IN THE IN7EREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR O THER TREA 7MEN T APPROVED B Y THE CITY OF REN TON, OUTSIDE THE SPECInED TIME PERIOD. .. $. FOR ALL EROSIOIV /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WI TH J-1 - SIDE SLOPES. y 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 30' X 50' X 8" OF 4" -- 6 INCH QUARRY SPALLS SHALL BE LOCH TED A T ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCRON SITE { t� CA TCH BA SIN TRAP FRAME do GRATE FILTER FABRIC MAX SLOPE 1: 1 Aw =1=-r 10' MINIMUM DIMENSION i SECTION PROTECT INLETS DURING CONSTRUCTION. KEEP SEDIMENT OUT OF THE STORM DRAINAGE SYSTEM. USE HALF - CIRCLE BEHIND CURB INLETS DURING S TREE T CONSTRUCTION. MODIFY PROTECTION AS CONS TRUC TION PROGRESSES. CIRCULAR SHAPE IS NOT ESSENTIAL - VARY SHAPE TO FIT DRAINAGE AREA AND TERRAIN. OBSERVE TO CHECK TRAP EFFICIENCY AND MODIFY AS NECEESSA R Y TO INSURE SA TISFA C TOR Y 7R4PPING OF SEDIMENT. CAN BE ADAPTED TO THRU- CURB INLET. _MINIM, UM DEPTH - 1 ' MAX1k%fJM DEPTH- 2' CLEAN OUT WHEN SEDIMENT IS 6" BELO GRATE LEAVE OUT BLOCK TEMPORARI Y INSERT TILE Wl TH WIRE SCREEN AND GRA VEL FIL TER... KEEP POOL DE WA TERED. CONSTRUCT FILTER FABRIC FENCE, ATTACH FABRIC TO EXISTING FENCE WHERE POSSIBLE STANDA STR ENGTIV FA FIL TER A ROUND • . TE �u "z tFIL TERED WA TER BA FIL TER FABRIC NOTES FILTER FABRIC MATERIAL A. THE FILTER FABRIC SHALL BE PURCHASED IN A CON77N000S ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FIL TER CLOTH SHALL BE SPLICED TOGETHER 2" BY 2" BY 14 GA. WIRE ONLY AT A SUPPORT POST, WITH A MIN. 6" OVERLAP, AND BOTH ENDS FABRIC OR EQUAL. SECURELY FASTENED TO THE POST. a 49. 'THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE r CONTOURS (WHERE FEASIP.' -E). THE FENCE POSTS SHALL BE SPACED A r MAXIMUM OF 6 APART At DRIVEN SECURELY INTO THE GROUND (MIN. rr OF 30 "). PROVIDE 4" WASH rr BACKFILL IN TRENCH AND BOTH SIDES OF FILTER FABRIC C. A TRENCH SHALL BE EXCA VA TED, ROUGHLY 8" WIDE AND 12" DEEP, ON THE SURFACE. rr UPSL OPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FIL TER -- 8'. MIN. icy FABRIC TO BE BURIED. 2" BY 4" WOOD POST D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH ALT. STEEL FENCE POSTS. SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY WIRE STAPLES AT LEAST 1 "' LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A ' M/RAFI 100 X B/DUM OR EQU/V. MIN. OF 4" AND SHALL NOT EXTEND MORE THAN 36" ABOVE THE FILTER FABRIC MATERIAL 60" WIDE ROLLS. ORIGINAL GROUND SURFACE. USE STAPLES OR WIRE RINGS TO A TTACH TO WIRE. E THE STANDARD S TRENGTH FIL TER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20" OF THE FABRIC SHALL EXTEND INTO THE 2" BY 2" BY 14 GA. WIRE TRENCH. THE FILTER FABRIC SHALL NOT EXTEND MORE THAN 36" ABOVE FABRIC OR EQUIV_ THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. W4 EN EXTRA STRENGTH FIL TER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH fill A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE a,:- �•:;, ° `` POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTES APPL PING. �,;• .. ...: •,.. G. THE FENCE SHALL BE BACKF'ILLED WITH 314" MIN. DIAMETER WASHED ^ i r TGRAVEL. Y BOTTOM ,p FIL TER ABRIC ' TERIAL IN 8 BY 1 H. FILTER FABRIC FENCES SHALL BE REMOVED W4 E N -- ------------------------------ TR N � - - - - - -- E THEY HAVE SERVED •:, THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN 6' MAX. PERMANENTL Y STABILIZED. I. FIL TER FABRIC FENCES SHALL BE INSPECTED IMMEDIA TEL Y AFTER EACH 2" BY 4" WOOD POST RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY ALT. STEEL FENCE POSTS REQUIRED REPAIRS SHALL SE MADE IMMEDIA TEL Y. • FIL TER FABRIC FENCE DETAIL i N. T. S. s . 1 • t CAS � st? ZZ , ...... . . . ... •,- .. ' � T . .. . OrY G D1�SI v��I " -- - - ... � of ��LA Our. PERMVT CEWEA CORRECTION Y I 9470 1 �DIVAL cxpl3wl 6/22/06 • o I 3 N •WSW" Q Y � '�► Q N ac o � w w �Q4� a• � o � � N N � W � a .4 Z Vj Q) Z 3 Q . LJ Q �1 0 JIB NO. 71919 ED UT ANN G�AMP. G1ti CKED MT DA 1£ .RAVE J� { I; a v Im NO. ^I r J G A 'l J I' ..-.. w - - . . - . ...,... _- -w-.. . .. .. .. _ . ... -. ..... .... .r • ... .- ..- .w..,..,.,... _ _•.-.. -» .. . -,. .« --... _- w... .�. ..- .,- .- .....•...,Mw. .w+.••- •(•••�.t r ;r. � , .ice . »wi7��� +'�•,'1�^.•. r.- r•r+�ay- rRb�/t�,•� . •;r. r w.�.•ir. w+ - ..'.Aii�`.�`�.�+'"'�'.'�!1 :"` s I.C. ��,•�.i -4: �� File: D04 -0210 35mm Drawing #1 -7 V) J I I I I,) I Lo � �_- _ - � -� �: � I �� I � I I � Lo vim V G� p A 0 oo ( j) "" u v r u m A oozo Q s a (A O e LEFT ELEVATION RIGHT ELEVATION GQAL.E, V4` . P - 0° FRONT ELEVATION SCALE, 114° . P - O• P � 2 2Op FR 4 � 4� V 4� 4� a• ruu.�ei REAR ELEVATION ...' SCALE. Vd` • 1' • p• , r m a 0 ■ a. A6 I! I I I I I 11I I I•I I L� � I I I I 'Iti2l � 1 �.,I I I I� I J I I I I,) I I �_Li L - ) I� - - - � hTI -� I_ .�:� �_- _ - � -� �: � I �� I � I I � I I � I I � Inch 1/16 IIIIIII�IIIIIIILdLIIIIIIII�III {1.111 IIIII�IIIILLIIJ�LILLILIII�ILIIII ill IIL I�IIIIL II. IIII�IIII�L11l �LIl IIIIII�IIIIIIill�lllllllll� °� 'IIIIIIIII�lllll IIII�IIIII FOUNDATI PLAN SCALE, I/4- • I' - 0 - O k s !'RAMRY DETAILS AND ISLOCKI�NG REv EW MR& LAYOUT To FIRAM�MG V I OR ALL FLR JETS AND WTR6 TO BE h HEM -FIR DOABLE UNDER (�' V CEARN6 PARTITIONS, PROVIDE 60LID 15LOCKMG OVER BEARN6 , ,rj RS. v 2) ALL EXT. pR 1 WNpW HDRS, TO DE 4xID pM (UNO) 0 Q S) ALL PRE- MANFACTURED TMOMS TO BE IDENTIFIED BY f-M-8 STAMP. 40 FACTORY DN 7 FFPLC t CHMNEY TO BE UL LABELED '�!/� Q� Kl INSTALL MR MWTRS SPECS 0/61DE CMB6TN AIR REGT7 (MIN 6 eG N) DUCTS � VI 00 O TO F/BOX W/ OPERABLE ONSIDE DAMPER TIGHTLY pITT'G FLUE DAMPER 0 1 AND TIGHT FITTM GLA66 OR METAL DOORS OR FLUE DRAFT NDUCTION FAN. r , Q, M y M 11) LIMIT 6FIOIIER FLOW TO 2b GaLLONMN. v r+ M (V 6) HAT. TO BE LABELE PER ASWRAE STD. NO, 90A•60, AND MEET ^ � THE 1) PER 1661 NATIONAL APPLIANCE EAERGT CCN6MtVATION ACT. O 0 H �/ N 1) FU RN AND H.W. TAW► PILOTS BUFNERS, H O 0 MR NTS, AND SIUTCHE6 EATING ELEMENTS, I^ {;, N TO DE A M OF 16` ABOVE pNI"D pLOOR V/ W v u 6) ALL SKYLITES TO COMPLY WITH USG. SECTION 24OW 4 2609,1 ,^ U 9) ALL SIDELITES, SLIDING GLASS pOORS AND TUB/GW"R ENCLO6l1RE6 TO VI .+ COMPLY WITH UDC, 6ECTICN 2406, J 10) HEAT REGISTERS TO BE PER LEOSI DA LOCATE APPROXIMATELY AS W U SHOW &* - PROM EXTERIOR WALLS, 3- FROM INTERIOR WALLS. N 1) VI!NT DRIER OVEWRANGE 4 EXNA ST PANS TO O/61DE. DRYER E>04 DUCTS SHALL NOT EXCEED A TOTAL COR IB HOR12 AND VERT LNGTH OF' k' -O•, INCL 2 ��11 !�� O E 90d. ELBOU6. DEDUCT 1' -O` FOR EA BEd, ELBOW EXCEDNG 2. 6EE DRYER in U DUCT DTL"ALT. SOLUTIONS. ALL EXHAUST DUCTS NOLT'D (MIN. OF R -4) `y i� IZ) ALL NAILRYS TO COMPLY WITH UBC TABLE 25- 2 -8-I, COLUMN, POST 1 BEAM A, CONNECTIONS TO COMPLY WITH UDC, SECTION 2.916. 13) ALL EM. WALLS, NTR MAIN PARTITIONS 1 /OR BRG WALLS TO BE BRACED, u PIRSCR MIETHOD, REREER TO 1951 UBC. SEE Ap,C, BELOW. 4+ SEE SHEAR WALL NOTES 4 SCHDLE. FOR OTHER cCMPLIANCE METHODS N y ro A ONE STORY, MTL. BRACE, USE KCIMW6 (60d) OR KCU6126 (46d) B. LOWER STORY OF 2 STORY, GWB ON STUDS I6. OC, LNBLOCKED, NAILED LW N N a bd COOLER OR WALLBOARD NAIL6 • 1- or- 1 ( { 1 / , V/ V v C. i UPPER STORY, SEE ONE STORY (SEE SHEAR WALL 6 FOR ADDTNL INFO) A, y ' 14) 60LID 6NTN'G REG'D C14 LOWER STORY OF 2 STORY BUILORY3 PER UBC V " U -' " DRYWALL NAILED PER 6HEAR NAILING OcAEpULE6 OR UBC 1991 EDITION, N 16) TUBAHOUER 6URROIID WALLS TO HAVE WATER RSTNT GYP ORD AND A SMOOTH HARD SURFACE TO A MINIMUM HEIGHT OF 10- ABOVE BRAN INLET I � Z y 16) PROVIDE 6MK DETCTR N COMPLIANCE WITH UDC A)D UDC STD. Mai. 0 ►-i W ALL 6MIK DETCTR6 W(BAT DAGKUPAMK DETCTR6 WILL SOUND AN AUDIBLE I I ALARM IN ALL SLEEPING ROOMS, M) DWELLING TO COMPLY W/ W4, 6T QlR9Y CODE, 2001 EDITION 19) ORAL, CAULK, GAeIII WEATHERSTRIP TO LIMIT AIR LEAKAGE, 0 • AT EXTERIOR JOINTS AROUND JOIN AROUND WINDOW ,Alp DOOR IERAMIES, 0" BTIW 110 6HWALLe FLT Mm PANELS R ALL R 0"% N� PENETRATIONS E11'l"Lon. 0 y I� ALL EXTERIOR DOORS OR ACCE66 HATCM6 TO ENOLOem a UNHEATED AREA6 MIST BE WEATFERSTRIPPED. ■ CL� Co EA WA`/ - fD P eC 507. 20) MINIMUM SOIL BEARING PWA6URE - 2000 PSF. ( TY P 2 PLA LEE) 21) FOOTINGS TO BE PLACED ON FOr, UNDISTURBED NATIVE SOIL. .� 22) DUEL (U LING TO COMPLY WITH UNIFORM BUILONi CODE BCJ 1991 EDITION 23) PIPE 6TOP6 SHALL BE PRVDTO TO CUT( OFF ALL CONCL'D DRAFT OPNU6 PROM VERT TO HRZNTL SPACES, NCL G THE STAIR TUB, &oft F9PLACK ETC, S- 24) 065 ROOF SHEATHING UVCOMP ROOFING AND PLYUD AT ALL OVER 048. d 6EE DETAIL 514T FOR ALL ADDITIONAL NOTES, e c GENERAL NOTES: � 0 _._....__ -- R91X-KOUTe r -, I8"34Ie -xl0 °� _..._.__., ..._ I) S ELLER, P ROVIDE 6- DIA SLEEVE I W/ 2' SARA EM , .3W° BELOW TOP OF WALL L-1 PB 44 POST BASE 18 PC 44 POST CAP 2) 4ECI1L'ri PROVIDE 690 x 12-h j n 9 SLOT . TOP CP FOOTING r - 22l4i 44 x 17- 1 BARB M 9 6 3) WATER PROVIDE MIN 2- DIA, HOLE I I PB ti P06T BASE r30• BELOW TOP OF WALL L 1� PC •• P06T C } 4) DRYER PROVIDE MN 4 VJ` DIA r - - - i HOLE . TOP OF WALL a PROVIDE .96•x.96 k12• I AREA -WELL (Ae REG'DJ I I W/ 3 - BA RB NA ON SITE i I PB •, NOTE, M=IN 1 HOIRIZ BTUN H2O 4 SELLER I I� �T � LOCATE AWAY FROM DEMO • PATIOS L - -, J S 4 FOOTING SCHE DULE I 1 136 � UJDER -FLOOR AREA . 4.9 SG. Fr. NET FREE REG'D. - 49 NET FREE x 144 -106b SG, N/6G, PT. NET FREE REG(D. . PROVIDE I SCS FT. PER Me ea PT. Of UNDER FLOOR AREA COVER VENT6 WITH V4• CORROSION RESISTANT WIRE M1EeH i LOCATE VENTS AS CLOSE TO COIR A6 PRACTICAL, I EFFICIENT VENT AREA . 12b 6a INL I 6GL IN NET FREE 106b b • VW6 I I VENT AREA 12b Rmov. ( i CRAWL VENTILATION CALCULAT >� q 6- x 16- SCREENED ' Y /^� O ° 1- , "Y p ��04 ! i Q) RESIST i M a A6PacE FR MIT CENT i O BETWEEN ErD6 OF GIRDERS / FR I ^ , FOUNDATION WALL (tYPJ (okIODFR I 1 Q j I i I "CONC I GL B3 ,A X GO L W W - S'' /g' W/ '/z EA f"AC C 4C4)* i I ^ , (2) "4AW7 I 1"CLC, TI ESe.4 -o /c TOP ; BOLTS V./ 4 13x1 W /Q4L(2 ' m I V SZ W EA I j-arra■ ,rr n■ r X --- — X /((. -.— - ,- CA WAY TDf;tL TAT' i II1L111 I ,,u., • , i„ O CONC o COL / FTC-s CONN. I'- Al I IIIIIIIIIII�III Iilllll [ Inch 1/16 12 I I: I 3I I 4I I I I I I ZL 0I` 6 8 11 ` 11111 111111 Ili I I�Il IJIIIII�LILLLIIII�IIIIIIII lIlIII�IlII1IIII I ILIII�FIlllllll�lllllllllr 'lllllllll�lllll IIII�IIIII a T � r U �a �1 ® ®0� N 12' -6 VP 2' -6 1/2" 3' -2 In" W -e IQ" W N R-1 Q II' -P 20' -0" 11 N=', � RERUIRES -m" 4' -21 , DFSt 2 TI' 4 S'f U D S 0 m 5 ' THHI! L AT Patio 04 R LOCATION CONC44M I V N 6.0x4.0 In 61.10E I V iA N I 4x12 DF.2 F.a�� � s V YL 2/b o B o s R oom / \ // i--- -I - - -- \� 0 ® S 'n I �q{ ®I 2/b rtove6 LNDRY ro e w / C .9 m 4 ' Bdrm *3 I 9 3 F eTAllce M' LUS // 2 I `— 3 IV 4 I I $' O 2/b 110v S I n s 110V .� 2/6 1\ 12 " Ic m Gar r , I s \ W/ am \ AOO� R.Dole m m TO DRIVV �E a" e I I s Bdrm #4 S i 3 'D I ,• s S I r --I s ° p I B wh Fo 4X6 DM ��D' 9 b� a te. v I I 6TEP nil I 2 .0R3 0 9 H 1- 6NOL Porch u \ Do 10' 6' HE1aNT ,. PRIVACY melC! 2' -6• r -0" .z' -e In" A.v. 24" Nt1OFlr le"x24" CRAWL SPACE Accede WM RETAMM6 LLW.L WHATHEI%TRIP i M6ULATE TO O LEVEL EQUAL TO 6UROWDMG 12' - In" j' -3 In" B' -2 In" W-31/2- 6 -1 6UI�ACE6 r �•YC.� `1 20' -0" PILOT6 4 BURNER6 OR HEATM6 �, q , O ELBIENT6 4 6WITCHE6 TO BE AT v LEAST 16" Aa OR OVE FLO / MIN. 6" pIA. Pft6W AIR DUCT TO C . O Q"NECT TO RETURN AIR PLNIIM 6URROU tid ND TO b ABOVE DRAM �lv{ 0 0 4 1 :f r' .r X . r� o n x■ x s n■ a MAIN FLOOR PLAN &CALE, 1/4" s u ers.n .a I Inch 'IIIIIIIIIII 1/16 IIIII�L .11111(1 lYl..i 111 III IIL IIL ICI III III�III i I I ( 4I. 5I 6I 56 b6 E6 0 II s' S ... IIIIIII�IIIIIIIII1IIIIIIIII�IIIIIIILI�IIII I II�ILLIIIIII�IILILIIII�IIIIII II IIll..l II I ( . illl�ll, IIIIIIILIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�III IIIIII�IIIII SOURCE SPECIFIC VENTILATION REQUIREMENTS BATHROOMS, LAUNDRY (n TS ROOMS AND POWDER ROOM PAN& TO IGTCHEN EXHALST PAN& TO BE 100 CFM. BE &D CIM T EXFIAU6T . _._ N 1013 ♦J V' - PAN6 bNALL FLOW RATED AT 96 W6. STATIC PREGGURE 1 , O :B S DUCTS SHALL, E INSULATED TO R -4 M UNCONDITIONED SPACE EOUIPPCD &O 66 M -OE WITH A BACKDRAPT DAMPER 'TERMINATE OUTSIDE THE BUILDING . COMPLY PLY a VI A, 11 1� WITH BELOW fryV PAN CFT1 MAX FLEX DIA MAX FT. MAX SMOOTH DIA MAX F7. 60 4' 26 4. 0 0 O SO 6. S. TO be w OVER wo 6 . GO 4 : 6 , NOT ALIs S. V/ U) O J OVE 100 GO &' NOT ALLOWED 6• SO 100 6' 4S V I& v 126 6. B &• OVER 100 OVER wo b6 '1' TE �" OVER 100 . WHOLE HOUSE VENTILATION REQUIREMENTS: EQUI E JEOO 3 'A 00 M - ti (t� A 6' DIAMETER FRESH AIR INLET SHALL OE THE SH TO THE FRE AIR RETURN PLNIR I. E IO ^ N N THE FRESH AIR DUCT SHALL BE PROTECTED FROM THE ENTRY OP INSECTS, LEAVES, OR OTHER DEBRIS AND LEGATED SO MOt t0 a N T'I I V n ,4S TAKE AIR F16�1, - HAtARDOU& OR Irl&MiITAR Y LOCATIONS. -LLHERE IT WILL PICK UP OBJECTIONABLE ODORS, RR•l" OR ►/� , � VJ U N � V N N Mj"sL„ VMW .A ROOM OR SPACE HAVING FUEL BURNING APPLIANCE& THERM. . ATTIC, CRAW. SPACE, OR GARAGE. VJ U 3 - CLOSER THAN 10' PROM AN AppLNC OR pLMOG VB•FT OUTLET, wLEN THE DUCT VINT OUTLET IS AT LEAST V ABOVE THE FRESH AIR INLET. -DUCT SHALT. BE INLLT D TO R -4 WHEN PA&61NG THPIOU311 A COND'D SPACE. � � 7 d INLET DUCT 6HALL BE EQUIPPED 176 130 00 � O WITH A MOTORIZED OFtP1i W43N T V NTLTN PAN RELAY 16 ACTIVATED, AND REMAIN C THAT WILL L OPEN 210 4 001 -6000 LOSIM ALL A M � p GET TO IR CFIAN4ES "M HOURS AL60 REfi)I� 143 110 , Itb too A WHOLE HOUSE EXHAUST PAN WALL OE LCT'D IN THE CEILING, SIZE PER THE TABLE BELOILL THE AIR INTAKE DUCT DI'IPR GHALL Of IBS 210 O ■ GET WIN THIS III E IAUGT FANS MUST BE FLOW RATED AT 96 Wd. AND MAX. IS GONE RATING. CLIMATE ZONE I - OPTION III GLAZING U- FACTOR, VERTICAL �^ s W ° FREADIL7 ACCGNLE 74 HR CLCK il'Rt OR DEMA/'TIDISTAT 1 RELAY SHALL BE INSTLL'D AND WIRED TO REGULATE THE FURN FAN, RELAY r EXHAUST PAN, AND WHOLE HOUSE . y NMNOR DOORS SHALL BE INGTLL'D SO A& NOT TO p" THE M"T OP FRl6H AIR TO ALL HABITABLE ROOM& ° VNTLTN SYSTEM MIST BE PEFa*OIR•IANCE TESTED JUST PRIOR TO THE FINAL IN61°ECTICN BY THE INSTALLER OR A OLF"D THIRD PARTY, FLOOR OVER VENTED CRAUL SPACE, R -30 SLAB ON GRADE, 011-10 s e THE INLET DUCT SHALL BE LABELED WITH THE ACTUAL. CRib hSR'D / A LETTER OF T DUCT SHALL AVAILABLE SITE FOR THE INSPCTR BEFORE A cERr OF ^ , \L/ � u ■ OCCUPANCY WILL BE ISSUED. SU O YNTLTN /INDOOR AIR QLTY RQMNTS MR TABLE 3-2 - RATES FOR I ALL Y R XXX T66i F7. M.R. AREA) % OCCUPANCIE6 FOUR TS ORI ES LEDO MImIm— and MrxMam Va,tllstlan III • a a u r a r X r r oar o _— CUI F60t Pw MIIVAG (CM) 60O "I - 1000 60 TS _ - &6 . _._ N 1013 .... SO -- 120 , I 76 143 1971 Mr. ILO 1&D 1001 -1600 1601 -2000 &O 66 40 I& Is OO q 'N 126 LOO IVS ISO IDS 10 120 tt9 160 2001 -2600 TO 106 SO 0 120 120 I& 143 TIC 1 &S 12S IN JEOO 3 'A 00 M - G O & 00 EIS 120 IO 136 106 ISS @O ISO 136 203 36b01 VI -4 400 eb 126 IS 100 H3 I" ILO 116 166 113 176 130 IN WO 210 4 001 -6000 IS 143 110 W6 Itb too 140 IBS 210 14S B6 21S 233 VENTILATION TABLE 3 -2 22NW" ATTIC ACCE&6, WEATHERSTRIP 4 NWLATE OVER TO EQUAL CEILING I ) INSULATION. PROVIDE WOOD J 6URRpND TO PREVENT LODGE INSULATION SPILLAGE TO LIVING 6PACE. 2 INSTALL PER F M AC SPECIFICATIONS O WA, aws • TUB 4 SHOWER SURROUND TO 6' ABOVE DRAM a k " UPPER FLOOR PLAN 6CALH, 1/4" - 1'- 0" I°A60AGH W.YXM 1/2• RI - HEAT REGISTER 2 -1/2" X I2-V4' *1` P, Bfl'OLD6 IGGL) WTI 1/4" x01 3/4° F47 . HEAT REGISTER 4 -1/4' X p -1/4• ,� BMOLD6 LOWER FLOOR SQ. FT. (DBL) W.I'S H 3/4" 10 - HEAT REGISTER 2 -t,l" X I I OPA -14' MIRROR B# W*INA 3/4" R4 - HEAT MW67M 4 -I/4' 5 1"A" WTFET)XS2 k " •/� UPPER FLOOR SQ, FT, 3/4' Rs . FEAT REGISTER 4 -1/4• I MIRROR B/P Uk2.2 -xa3 V2- HEAT 0MG16TEM TO BE MR PLAFL LEONE POCKET WAO.2"xS3 1/l" TOTAL SQ. FT. UNFINISHED SQ, FT. CUTOUT& ApPROx AS SHOWN, &' M PIlGP1 DRYER 41/2X4 t/U' "Le 4 3" IN PRCm INTERI E36* RIOR OO q I r i r r r r RANGE 7 IR"XT 1/2' P - TOWEL BAR • 4' -O• ASV. F "XI0 5( OR 3 1/2 1/2" T2 - TOWEL OAR 4' -6" ASV. FINISH VERIFY UV HOOD RU1NTb. T3 - TOWEL RING ° 4' -6• ASY. FIN16H FL &TP - SURFACE TOILET PAPER HOLDER " - RECE66E0 TOILET PAPER HOLDER n , P'� RAC - 30 -0• X 14-1/7" REPJW AIR • 1 -1/2' OELOW CEILING OR RAP - I -1/7' OFP SIJd FLOOR U MC - 14" X 24" RO. (TYPJ 1'EDICINg CABINET R.O. SCHEDULE /PLAN LEGEND 'Z7 PER CHAPTER 6 PERGCRIPTIVE REQUIREhENT6 2001 W.6EL, �l! CLIMATE ZONE I - OPTION III GLAZING U- FACTOR, VERTICAL U.AV, OVERHEAD U.Se DOOR U- FACTOR, U -70 NSULATION, CEILING, R -3&, VAULTED CEILING, R -30 ABOVE GRADE WALLS, R -21, BELOW GR4pE WALLS, R•21 FLOOR OVER VENTED CRAUL SPACE, R -30 SLAB ON GRADE, 011-10 ^ , \L/ ENERGY CODE COMPLIANCE PERCENT GLAZING CALCULATICN6, )OOc (GO, Fr. GLAZING) XXX T66i F7. M.R. AREA) % • a a u r a r X r r oar o SQUARE FOOTAGE SUMMARY LOWER FLOOR SQ. FT. MAIN FLOOR SQ. FT. UPPER FLOOR SQ, FT, TOTAL SQ. FT. UNFINISHED SQ, FT. ' "„ • , ,'.. GARAGE SQ. FT. I r i r r r r A3 r� * ,I �: Ilil�l�l Inch 1 2 1/16 I ( . `vfi r I 3 I I t . . 5 „ y IIILIII�IIIIIII [I�.lJll�llll�lllllllll�llll e I� IIIIL�LL ��Lll��l�l.�I�III�I�I� L�III. IIII j (• I iA 1 ��. IL��JI IIIIII�. � IIIIIIII�IIIII1111�1�1IIIt111lllllllllllll I I -SHALL CARET MAmrAOTURCRS 6TA4P -SHALL BE IN6TAU LED 1 EMCEE) TO MA PACTUNER6 6pECTPICATIGW -WILL NOT BE PIELD ALTERED WITH= PRIOR BUILDING DEPART11514T rP AL OF MONEERNG CALCULATIONS SHALL HAVE DEMN DETAILS 1 DRAWNG6 ON SITE POR M"M N6PtCTICN TRUSS NOTES TOTAL VENT. 1 M NET MM 300 60th BY VENT. ABOVE RAVE x D - OP. •TOTAL ANTILATION PROVIDED, AP -60 ROOF JACK YEILD6 be M NET PREE OR 36 6P 0 OP JACKS REG'D. VENTS OR ( ) VENTS 35 RAVE VRNTLTN (STANDARD) LN. FEET x 33 Rl A.P . N aF RAVE VENTLTN (NLOO 9322) LIN. FEET x 23 IN" . N OF LADLE RND VENT. PROVIDED (IP APPLICABLE) ( ) x INS . aP GABLE END VENT. PROVIDED ?P APPLICABLE) ( ) GABLE END VENT. PROVIDED x (IF APPLICABLE) ( ) x M 6R SP GABLE END VENT. lb% EPPICIENT aP x.96. SP • TOTAL N - TOTAL ROOP JACrb. ( ) x 60 H aF ENT SAVE VS . &a GABLE END VENTS . aP aP PROVIDED ) OF ir-MIRED ROOF VENTILATION CALCULATION I N PROVIDE VENT BLOCKING EVERY BAY I •:i4i� ii4� {:j ��; >; � : ;`•: ?;` WATC 4ING DENOTES 1x OVEIFRAMING L US Ham) RAFTERS 024' Oa - 10' -II' MAx" WRRACED SPAN NO Hal WDM BEAM - 8' -0' MAxo w WORACRD aPAN 7x10 W FLAT VALLEY LAID DIAGONALLY AOROS6 TRJaaSa 7.1x6 Hy) RAFTM 024 OG - 8' -3- MAxm'I ~ACED $PAN 2x6 MM RIDGE BENZ - T' -0' MAXIMM VORA= SPAN 2x6 Ham) FLAT VALLEY LAID DIAGONALLY ACROSS TRIMS 3.2x4 HM RAFTERS 024' Or- - 6' -0' MAX" WBRACED 6pM 2xb H RINSE 19EA1 - 6'•6' MAXP M aaRACED 6PAN 2x6 Ham) FLAT VALLEY LAID DIAGON.LLLY ACROSS TpUaSE6 &A1 q k 200 tiNrC VI i P. L" 0 00 u A W ,� vI V, W U v d " �0o V �V V1 N NG° r4 cd M u 3 00 0� N e a s i a a a G o I"w") a ~ 1 r t. M V 4� N 0.a0r aa: r • a xlrl a Y r1 a a .tla 01.0 ads* UPPER FLOOR 4 LOWER ROOF FRAMING PLAN SCALE. V4' . P - 0' . a..�.... Hann k*Aa" ax 3I I I I I III Inch 1/16 ��� n t r ?:��;' s� ii� I I I I 5 1 I g i �-, Q. ... } 8 y. t� �. IIIIIIIIIIIIIIILIILIIIIIIILIIIIIIIIIILIIII I L s 5 w.v. I LIILI z III IIILLLIIILIJI�IIIIIIIII III LI. ` II.... IIIIIII III IIIIIII iI IIIIIII�ILIIIIIII�IIIIII III�II IIIIIII�IIIII •611A1 L CARRY MANFACTLIRRR& &TAMP '&HALL DE M6fALLED 1 BRACED TO MANIFAGTWYf " SPECIFICATIONS -WLL NOT DE HELD ALTERED WI1140UT PRIOR OF BIIILDMG DEPARTMENT M'PROVAI ENGRlERMG CALCW ATION6 &HALL HAVE DEIGN DETAILS 1 pRALINNGb qr 617E FOR rytyMNa VA"cTICN TRUSS NOTES " TOTAL VENT. REO'D. 3w . 6F NET FRRE M% By VENT. ABOVE EAVE x 3 . 6F. 'TOTAL VENTILATION PROVICMD, 7 AF• RocF ACK YEILD6 M Ri NET ME OR A! 6P • Q JACK& REGI VENTS OR ( ) VENT& RAVE VENTLTN (STANDARD) LIK FEET x 3.3 IN" . M 6P NAVE VENTLTN (NWCO E377) LIN. FEET x 73 M • IN 2'7 OF OABLE END M°. M- PROVIDED (IF APPLICABLE) ( ) x ,N . Sr GL4BLE END VENT. PROVIDED (IF APPLICABLE) ( ) x &ABLE END VENT. PROVIDED (IF APPLICABLE) ( ) x I : op GwLBLE END VENT. Tb% "FICIENT SF x76. or • TOTAL . er 94TILATION '2 ROOP JACKS. ( ) x SO M SF SAVE ~6 . 6F GABLE END VENT& . 6F 0 FROVIDED> eF REQUIRED ROOF VENTILATION CALCULATION .aaa M OT PROVIDE VENT BLOCKING EVE RY 5AY 31'-0 NRILTOP PLATE SPLICE W/ (ZD 1(od NAILS FOfZ MICIDLC HXLF OF blA P I+K /k&,M (TyP a swsz) HATCHING DENOTES 2x OVEWRAMING OVEI�FRdMING SPANS L 2X6 iM RAFTER& 024' oa - I&.11 MAXThfM 4*WIACW SPAN 2AV H°+) MOM BEAM - W -0' MAkRtM LNBRACED SPAN 2x10 V" FLAT VALLEY LAID DIAGONALLY AOR066 TRk6E6 2.2xa 14" RAFTERS ■24" or • d -3' MAX"j M MORACED SPAN 2x6 HM MIDGE BEAM - T'-o MAXMIM U*NUZW SPAR 2x1! H.°9 FLAT VALLEY LAID DIAGONALLY ACROSS TRW" 3. 7 .4 H°4 RAFTER& e24" or_. W.V. MA)(MIM LNBRACED SPAN 24 HP) RIDGE BEAM - W - &" MAXMIM LNMRAM SPAN 2x6 MR FLAT VALLEY LAID DIAGONALLY ACROSS TRAM "C CFO (?u FRMIt�F�T 1 FR lw u 0 V/ 42 I �N + U) v A v U) h z MR M N W v d r � � O n N n w' y U �3 .0 d� N N Gro u�3 N 0 o u� 0 v, ■ a• J e L } i j e yt 6 h ■ r i • Y v Y a e f •r , � r � ➢ a a ■ r Y ° r } 6 a ■ ■ a $ i--I V U 4 r a a.. a a a .4 a . ■ 4 ROOF FRAMING PLAN SCALE, 1/4" ■ q ■ a......+. noun i Y A5 I�Ili IIl ilj''.I�I .I Inch { I Q M I ���������IIIIIII _L1.1_IIIIIILL�IIILIIILL�IIIIII l I I L I. .0 1 1 1 1 J �� LI_U� �!(���I I I III s 111 ,7 � w� �II)IIIIIIIIIIIIIIII STRUCTURAL NOTES: U _1GN CRIT6RIA' 1. BUILD ING C0 IBC 2003 2. VERTICAL LOADS: ROOF FLOOR SNOW LOAD 25 pat LIVE LOAD 40 pat DEAD LOAD 15 par 12 pat 3 HEA D R RWALLS AN RTHENCE TO FOUNDATION I WHERE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH. 4. LATERAL WIND LOADS: 80 MPH EXPOSURE ' S. SEISMIC SITE CLASS D, E -pOE + .2 SDS D PP ((1.5 (ASSUMED), SOIL TYPE 0 (ASSUMED) FOti1W0 DRSHEAR2WALLSOPER ASCE7-02-9.5.2.6.4.3 GFNF.RAW I. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURNING THE CONSTRUCTON PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE HOR SHORING, BRACING OF THE AND GUYS N ACCORDANCE ,% ALL AL STATEOANDALOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE PROVED PRIOR TO ERECTION. 3. ALL ERCT10N PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOELLY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TO TRADES HE ATTDENTION C ENGINEER BE RESOLVED BEFORE S PROC PROCEEDING WITH THE WORK. 6. DRAWINGS INDICATE GENERAL AND TYPICAL, DETAILS OF CONSTRUCTION, WHERE DETAILS SHO NE SIMILAR DETAIL LLOF IND BUT STRUCTIONSHALLL BE USED To REVIEW BY THE ENGINEER. 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT•WITHOUT GUARANTEE OR ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATIONS TO DETAIL OF CONSTRUCITON SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. FRAMING LUMAM I. FRAMING LUMBER SHALL BE HEM -FIR N0. 2; AND HEM -FIR NO. 2 FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE M KED PER WCUB SPECIFICATIONS. 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1, SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS P51 -83, APA PRP -108, OR VOLUNTARY PRODUCT STANDARD PSE -82. PROVIDE MINIMUM OF 3/8' EDGE DISTANCE ON ALL NAIL AND 1 8' EXPANSION JOINTS BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REOUI EMENTS ARE AS FOLLOWS: ROOF SHEATHING GLUE, P.1 24/0 5 �U E 5-PLY FOR PANED ED ROOFS PLYWOOD . N Bd O U INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. SUBFLOORING TO BE 3/4" Td:G C -D INT -APA RATED PLYWOOD WITH EXTERIOR GLUE , P.I. 48/24. GLiIE AND NAIL WITH 10d AT 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAIL THROUGHOUT UNLESS NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITTING BY THE STRUCTURAL ENGINEER. 5. PROVIDE 2x2 WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD, BOLT 1 (16 * LAG BOLT PILOT OLES O NOMI L BE PRE - DRILLED TO 6OX OT U HENO NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. A LL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH D.C. MAXIMUM 5/8" MINIMUM DIAMETER BOLTS SPACED AT 48' SPACING ((EMBED 5" MIN. INTO CONCRETE OR MASONRY), SEE PLANS AND DETAIL FOR SPECIFIC tiEOUIREMENTS WHERE OCCUR. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION) WIRE STAPLES WITH 7/16" CROWN MAY BE SUBSTITUTED DIRECTLY FOR COMMON NAILS CALLE SHEARWALL: 8d = GAGE P LANS : DIAPHRAGMS: 10 d 1 13 Bd= GAC x GAGE 1' 1T 2 SH eaW I I NOTES• 1. AL STUDS AND BLOCKING SHALL BE HF #2 ALL TOP AND BOTTOM PLATES SHALL BE HF /2. ALL SHEATHING EDGES SHALL BE BACKED WITH 2x I II II II II II I I II I II II E II II II II I I I \ II II II OR WIDER FRAMING UNLESS OTHERWIZE NOTED (SEE NOTEp2). SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. -t � - ` -I I-- - tI -4 - L. r = - 2. WHERE SHEATHING NAILING IS A ® OR GREATER FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECIEVING EDGE NAALING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE SHEARWALL 3) 1 L EDGE N ALI EDGE NAILING (4 PLC TYP) PER BLOCK EDGE NAILING 3 -INCH NOMINAL MEMBER AND SILL PLATES NOT BE LESS THAN A SINGLE 3 -INCE NOMINAL MEMBER. H TWO 2X BOTTOM PLATES MAY BE SUBSTITUTED FOR A SINGLE 3X BOTTOM PLATE WHEN APPLICABLE. 3. NAILING CRITERIA IS BASED ON UBC TABLE 23- II -1 -1 FOR CD PLYWOOD AND HF2 FRAMING, WIRE STAPLES MAY BE SUBSTITUTED 11 OUTLINED C - NOTES. THE STRUCTURAL S MUST BE VERIFIED IN WRITING BY THE STRL. ENGINEER. OTHER SUBSTITUTOTHER 4. HOLDOWNS AND OTHER CONNECTIONS MAY BE ( O SEE SHEARWALL�SCHEf)ULE OR L R CRApg�,O TOP PUT" SPLICE AND NAILING PER PLANS, SHEARWALL REQUIRED AT THE ENDS OF MANY . SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE APPROPRIATE CONNECTOR BOED GE NAILING AT ALL PANEL EDGES. BACK w LAP OWN MINIMUM. CENTER SPLICE ON STUD. / O 2x BLOCKING OR BACKING QHOLDWN PER SCHEDULE AND PUN DETAIL FOR ADDIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. 5 A STU A ND ©EDGE NAILING TO HOLDOWN POST (FULL HEIGHT) O w% PLATE SIZE ANCHOR BOLTS MUST BE EMBEDED INTO CONCRETE OR GROUTED CMU A MINIMUM OF AND SHALL BE PLACED TO PROVIDED A MINIMUM SHEARWALL S RE REQUI OD STUDS O to D.C. T 7�", OF 2' GROUTED CLEAR �GAINST FE OF FORMED CONCRETE (PROVIDED 3' CLEAR FOR CONCRETE CAST QP,T. SILL PLATE w/ EDGE NALING k ANCHOR Q A AN ND E KING STUDS POSTS. TRIM STUDS BOLTS PER SHEARWALL SCHEDULE (PROVIDE 6. AL MACHINE BOLTS (M.B.) SHALL BE ASTM A307 OR BETTER (NOTE: HILTI KWIK BOLTS OF THES$ SAME DIAMETER AS SHOWN 48` EMBEDEDB•7 "a•MIN)HOR BOLTS O ABOVE MAY BE USED M OF 5 IN EXISTING CONCRETE, BOLTS SHALL BE EMBEDED A MINIMUM INTO EXISTING CONRETE.) STND. SHEARWALL ELEVATION 7. AN ACCEPTABLE ALTERNATE FOR APA RATED 15/32 COX SHEATHING IS THE 15/32 ORIENTED STRAND BOARD (OSB). N.T.S. B. USE 2"X2 "X3/16 WASHER OVER ALL ANCHOR BOLTS. 2x BLOCKING (3 BAYS) 0 48" o.c. w A35 TO 0 0 O 48" D.C. i Q ROOF TRUSS PER PLAN '. {�-^• NAILING + -CLEAR SPAN 17" MAXIMUM r,LOIST PERPENDICULAR 30" min \ \ 2 x CO BLACKING REBAR w/ A35F 0 24' D.C. LENGTH �w£ '� J SHEARWALL a�Y j ONE 14 REBAR EDGE NAILING IN SHEAR CONE HOLDOW SCHEDULE • MFD BY ZONE FOUR -USE 1/4x3x3 J PLATE AT BOTTOM OF ANCHOR BOLT NDloo__ wN NDTEC, 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MIN. CONCRETE COMPRESSIVE STRENGTH fcm2,500pa1. 3. H014A, HD20A k HD15 REQUIRE A 6x MIN. POST SIZE, U.N.O. 4. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 5. NAIL TO HOLDOWN POSTS SHALL BE 10d COMMON. �16d SINKERS ENGI EE USED WITH PRIOR WRITTEN APPROVAL BY TH STRUCTURAL \ \ PER SCHEDULE /PLA \ PREMANUFACATURED ROOF TRUSSES PER PLAN \ T 2x BLOCKING -- 'ROOF TO WALL (12" MIN. REBAR / BLOCKING CONNECTION 2" MIN. VENTILATION MAY BE REQUIRED LENGTH) DOUBLE TOP J PER SCHEDULE / PLAN 1 / // PLATE FROM CORNER ENGINEER VERIFY RPRIORTO CONSTRUCTION STUDS k SPACING-/ PACING SHEARWALL NAILING S SHEATHING PER RIM JOIST PER PLAN SCHEDULE /PLAN INSTAL. SIMPSON 'STIIDI4RJ' TRUSS/ SHEARV� CONN. INTERIOR SHEARWALL 4 NTS PERP • TO ROOF TRUSS 5 N.T.S. uL"MuM SHEARWALL EDGE NAILING 16d O e' D.C. ' -" "^""•" 18d O B' H2 BETWEEN BLOCKING EDGE NAILING 16d 0 8" ox, SHEARWALL 3) 1 L EDGE N ALI EDGE NAILING (4 PLC TYP) PER BLOCK EDGE NAILING o.c. ( ) 3 10d FLOOR JOIST FOUNDATION - FOR PLATE SCHEDULE SIZE AND ANCHOR BOLT PER BLOCK PER PLAN BREAK EAT BREAK SHEATHING BLOCKING OR BREAK SHE RI RIM JOIST ONLY ON BLOCKING OR RIM JOIST ONLY JOIST PER PLAN A35 O 48" ox, 2x BLOCKING (3 BAYS) 0 48" o.c. w A35 TO 2x BLOCKING (2 BAYS) PLATE k HT ETWEEN O 48" D.C. BLOCKING r,LOIST PERPENDICULAR JOIST PARALLEL EXTERIOR H2.5 `B C JOIST PARALLEL INTERIOR ,, JOIST TO SHEARWALL CON NECTION LFLOOR HD2A BOLT OR NAILS LENGTH DISTANCE TRIM STUD WHERE HOEDOWN POST PER PLAN �.1• H02A 5 8 DN. 2 5 8" DIA 8 1 4 1 3 4 REO'D. FOR FLUSH ..•.� (2-2x MIN.) SEE NOTE N3 HD5A 3 4 DIA. 2 3 4 DIA. 7 1 2 1 3 4 FINISH PRESSURE TREATED SILL PLATE HDBA 7 8 DU. 3 7 8 IlLk 10 1 2 1 3 4 PER SHEARWALL SCHEDULE HD10A 7 B' DIA. 4 7 A nu - k (2 - 2x MIN.) D EMBEDMENT LE. EMBED WITH EPDXY. (ICBO 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. ��HOLDOWN AT SLAB 2. MIN, CONCRETE COMPRESSIVE STRENGTH fo ® 2,500 pal. 3. HD14A, HD20A k HD15 REQUIRE A 6x MIN. POST SIZE, U.N.O. 4. MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED CONCRETE EXPOSED TO SOIL OR WEATHER. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 5. NAIL TO HOLDOWN POSTS SHALL BE 10d COMMON. S16d SINKERS ENGINEER USED WITH PRIOR WRITTEN APPORVAL BY TH STRUCTURAL 6. MINIMUM CONCRETE WALL THICKNESS IS 6 ". 7. WHEN FIELD CONDITIONS BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. 8. DRILL ANCHOR BOLT HOLES 1 /8" LARGER THAN ANCHOR BOLT DIA. 9, HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING ANCHOR -IT HS200" SOILDBOND EXPDXIES w/ THE FOLLOWING SIZE AND EMBEDMENT: SEE CHART. I� jV STANDARD HOLDOWN INTO EXISTING F OUNDATION I,Ln I -0 SEE ARCHITECTURAL DRAWINGS FOR SCREENED VENT REQUIREMENTS IQ 12' D.C. FOR UWYHRAGM EDGE NAILING led's 0 B' D.C. U5 0 48" D.C. JOIST TO PLATE SEDUCE SPACING SHEARWALL EDGE NAILING 2x BLOCKING OR RIM JOIST -16d NAIL TO EA. JOIST) v (SEE SHEAR ' PER PLAN SPACING) �FND. / SHEARWALL CONN. N PROVIDE 4x SOLID BLOCKING BELOW HOEDOWN POST TRIM STUD WHERE RE0'D. FOR FLUSH FINISH SILL PLATE PER SHEARWALL SCHEDULE (2x MIN.) A BOLT PER ULE BOLTS PER SCHEDULE WN POST PER PLAN MIN) SEE NOTE M3 HOLDOWN AT FLOOR to TRIM STUD WHERE HOLDOWN POST PER PLAN REO'D, FOR FLUSH (2 -2x MIN.) SEE NOTE d3 FINISH PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE k (2 -2x MIN.) z s m r.. ANCHOR BOLT `( PER SCHEDULE ' 4 HOLDOWN AT SLAB O [OLDO ..1 e� POST k HOLDOWN PER PLAN EA END ET. STRAP IN UEU OF HOLDOWN WHERE OCCURS (BEND EXCESS AROUND BEAM) PER PLAN 16d 0 8'o.e. - - - - - I KING STUD TO 2x TRIM AS REO'D. POST BEARING PLATE 1/4' x 4" x 4" END POST k HOLDOWN BELOW PER PLAN STANDARD HOLDOWN ABOVE HEADER N.TS. NGrT'E : CONNELT 1- YOLDDW N - m Z AVI C S) M 2x8 P.T. HF /2 w/ SHEARWALL_ dia. A.B. O PER PLAN 4 -0" D.C. (MAX.) BACKFILL w/ 24 POROUS MATERIAL � O 24" o.c. (TYPICAL) //� / rStAB pER PLAN NC. WALL PER (D _ II LAN - HOOK VRT. I 6" INTO FOOTING AS SHOWN FOOTING PER PLAN kl k 4' PERF. PLASTIC PIPE PIPE -CENTER IN 1 FOOT WASHED PEA GRAVEL k DRAIN TO DAYLIGHT OR APPROVED OUT FALL FND. / SHEARWALL CONN. N.TS, 1 41/t r. ,1Il lii pF R/Nl7' � F�) hr III�II iil . �`I . I - ����ITI i•I�;'� III f III ICI - 1.1,1 Ii' j I�I�II1_ I,1 - -�- �- I� �,_I:Ii..11l.i.I.11,II -I.I_. Inch 1/16 I I I I I f,��I1 ��,; C I ( I F ,.,. 4 ° *'V ttIT"5±i f'F q i J�1'd .f s "t• a ^`^i!s [� r!'�+ I ` J I V I ■.:,.� � r ,v � � r 4 .i � i y r - � � rr � a1.�! t�` 'N �RTa.. � lnav dtXjs whT+tW , .( t f � r' ,nfn ;1 Y E � Z6 ^� t.w :..IJ �. b bL.. 8:� L 9 IIILII(LIIII�iII_ILIIILI II 1 • } �� � wa Li LIILIIILI- LLIIIIIIILLLLLIILIILIILIILII � II IIIIIIII, III�IIIIII I IL ll 1 1 1 ll.11lllllllll 1 I LIIII�IIIIIIIII�IIIIIIIII�IIIII �DQ 0 cri m �U O0 O O N co fi Q O Cm 7 C QOOD I ♦vv W .N u a N O ca W N L � CL L VJ No. Date By Revision 0 CL )rawn by: :hacked by: ______ )ate: ob No. S -1 WALL FOUNDATION - FOR PLATE SCHEDULE SIZE AND ANCHOR BOLT IQ 12' D.C. FOR UWYHRAGM EDGE NAILING led's 0 B' D.C. U5 0 48" D.C. JOIST TO PLATE SEDUCE SPACING SHEARWALL EDGE NAILING 2x BLOCKING OR RIM JOIST -16d NAIL TO EA. JOIST) v (SEE SHEAR ' PER PLAN SPACING) �FND. / SHEARWALL CONN. N PROVIDE 4x SOLID BLOCKING BELOW HOEDOWN POST TRIM STUD WHERE RE0'D. FOR FLUSH FINISH SILL PLATE PER SHEARWALL SCHEDULE (2x MIN.) A BOLT PER ULE BOLTS PER SCHEDULE WN POST PER PLAN MIN) SEE NOTE M3 HOLDOWN AT FLOOR to TRIM STUD WHERE HOLDOWN POST PER PLAN REO'D, FOR FLUSH (2 -2x MIN.) SEE NOTE d3 FINISH PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE k (2 -2x MIN.) z s m r.. ANCHOR BOLT `( PER SCHEDULE ' 4 HOLDOWN AT SLAB O [OLDO ..1 e� POST k HOLDOWN PER PLAN EA END ET. STRAP IN UEU OF HOLDOWN WHERE OCCURS (BEND EXCESS AROUND BEAM) PER PLAN 16d 0 8'o.e. - - - - - I KING STUD TO 2x TRIM AS REO'D. POST BEARING PLATE 1/4' x 4" x 4" END POST k HOLDOWN BELOW PER PLAN STANDARD HOLDOWN ABOVE HEADER N.TS. NGrT'E : CONNELT 1- YOLDDW N - m Z AVI C S) M 2x8 P.T. HF /2 w/ SHEARWALL_ dia. A.B. O PER PLAN 4 -0" D.C. (MAX.) BACKFILL w/ 24 POROUS MATERIAL � O 24" o.c. (TYPICAL) //� / rStAB pER PLAN NC. WALL PER (D _ II LAN - HOOK VRT. I 6" INTO FOOTING AS SHOWN FOOTING PER PLAN kl k 4' PERF. PLASTIC PIPE PIPE -CENTER IN 1 FOOT WASHED PEA GRAVEL k DRAIN TO DAYLIGHT OR APPROVED OUT FALL FND. / SHEARWALL CONN. N.TS, 1 41/t r. ,1Il lii pF R/Nl7' � F�) hr III�II iil . �`I . I - ����ITI i•I�;'� III f III ICI - 1.1,1 Ii' j I�I�II1_ I,1 - -�- �- I� �,_I:Ii..11l.i.I.11,II -I.I_. Inch 1/16 I I I I I f,��I1 ��,; C I ( I F ,.,. 4 ° *'V ttIT"5±i f'F q i J�1'd .f s "t• a ^`^i!s [� r!'�+ I ` J I V I ■.:,.� � r ,v � � r 4 .i � i y r - � � rr � a1.�! t�` 'N �RTa.. � lnav dtXjs whT+tW , .( t f � r' ,nfn ;1 Y E � Z6 ^� t.w :..IJ �. b bL.. 8:� L 9 IIILII(LIIII�iII_ILIIILI II 1 • } �� � wa Li LIILIIILI- LLIIIIIIILLLLLIILIILIILIILII � II IIIIIIII, III�IIIIII I IL ll 1 1 1 ll.11lllllllll 1 I LIIII�IIIIIIIII�IIIIIIIII�IIIII �DQ 0 cri m �U O0 O O N co fi Q O Cm 7 C QOOD I ♦vv W .N u a N O ca W N L � CL L VJ No. Date By Revision 0 CL )rawn by: :hacked by: ______ )ate: ob No. S -1