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HomeMy WebLinkAboutPermit D04-219 - MCCLUNG RESIDENCE - NEW SINGLE FAMILY RESIDENCEMCCLUNG RESIDENCE 1321037AVS D04 -219 • • • x 'Q Cit of Tukwila rare Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 7340600923 Permit Number D04 -219 Address: 13210 37 AV S TUKW Issue Date: 10/21/2004 Suite No: Permit Expires On: 04/19/2005 Tenant: Name: MCCLUNG RESIDENCE Address: 13210 37 AV S, TUKWILA WA Owner: Name: MCCLUNG STEPHEN M +DEBRA L Address: 25432 163RD PL S, KENT WA Contact Person: Name: STEVE MCCLUNG Address: P.O. BOX 7426, KENT WA Contractor: Name: S L M CONSTRUCTION INC Address: P.O. BOX 7426, KENT, WA Contractor License No: SLMCOI *985L4 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2088 SQUARE FOOT SINGLE FAMILY RESIDENCE WITH 506 SQUARE FOOT ATTACHED GARAGE AND 132 SQ FT COVERED DECK AND 100 SQ FT UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: WD 125 and ValVue sewer, grading in sensitive area, erosion prevention and sediment control, roof downspouts to dipsersion trench. Permits for work in the right -of -way by the separate agencies. Value of Construction: $234,149.32 Fees Collected: $3,511.09 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Expiration Date: 06/24/2006 Phone: Phone: 253 - 639 -9034 Phone: 253 639 -9034 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 Number: 0 Start Time: Volumes: Cut 150 c.y. Start Time: Size (Inches): 0 End Time: Fill 150 c.y. End Time: Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: Profit: N Private: Public: Non - Profit: N Public: doc: Devperm D04 -219 Printed: 10 -21 -2004 z ��— z �w QQ JU 00 N co W J = F-- W LL w 9 J LL CO D =w �_ z� H- O Z i_ W w U 0 - W HP LL O w Z U= O F- Z �.....§ Cit y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Meter: N ** Continued Next Page ** doc: Devperm D04 -219 Printed: 10 -21 -2004 Z w D 0 CO 0' W= N U- W O U. N d = W Z F -. H O . Z F-. D j3: U CO . O O F-` W W F- H Z U N ' O Z r U ��' City of Tukwila Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: /d'�a�� I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction�he perforr*nce of work. I am authorized to sign and obtain this development permit. Signatu Print Name: 6 c" A ` "u Date: A) - Z/ — y `/ This permit shall become null and void if the vvork 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. Z �Z '~ W D JU UO CO J N U- WO LL ?. Nd =W z X. f-- O Z F— W U O - off W H LL O Z UN �r O f.. Z doc: Devperm D04 -219 Printed: 10 -21 -2004 y Awy Q C ity of Tukw r�ra Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7340600923 Permit Number: D04-219 Address: 13210 37 AV S TUKW Status: ISSUED Suite No: Applied Date: 06/24/2004 Tenant: MCCLUNG RESIDENCE Issue Date: 10/21/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 7: 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. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: 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. 12: 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, 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of doc: Conditions D04 -219 Printed: 10 -21 -2004 z w o QQ C 7. JU UO U) o C0 LLJ W = 1— 00 U. w 9_J LL ¢ cl) = �w Z HO Z F_ w w U O C0 o1__ wW U_ O Z W U= O Z �o+,. �. ,.�,4 �: -: V. if,;i.{µ.�.��^ i..t 4r`•'.,� n in � ,. �•�; � � � w �'tik� � :4w �L) � 4.. . �, 'uL ��` �J. �u {Yrlrl4ii�Jdt�Ltii4+i`s.4!ivYis ''��• �`aL$tt�'d.9i: / t " � � ' � . s.�• F <.r.t � r. R 't��i�Cyif,�tik}1$;v t '��x ,. k;. � '. �s � {yam � Cit o f Tukwila rare Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Health - Seattle and King County (206/296- 4932). 15: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department Z = Z of Labor and Industries (206/248- 6630). � � 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, 0 any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits CO 0 presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila cn w shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the w H Building Official from requiring the correction of errors in the construction documents and other data. CO) U. w 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** Q 18: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least U_ CO d 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. = w ~_ Z 19: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans 1­ shall be submitted to the Inspector for prior approval, w UJ 20: Any material spilled onto any street shall be cleaned up immediately. v ON 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation w ~ off -site or into existing drainage facilities. v LL' O 22: 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, v co 23: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of P _ 0 ~ Z 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed . areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 24: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 25: Roof drainage shown on plans meets the requirements of geotechnical report by Icicle Creek Engineers, #0473 -001, dated June 30, 2003 and is approved by Ryan Larson, Seniior Surface Water Engineer. Any changes require approval by Ryan Larson. 26: ** *PLANNING DEPARTMENT* ** 27: Dispersal trench to remain outside of 15 foot SAO buffer for Type 3 stream. 28: Fifteen foot SAO buffer for Type 3 stream to be flagged on -site in vicinity of dispersal trench for drainage. * *continued on next page ** doc: Conditions D04 -219 Printed: 10 -21 -2004 LIP :.4., :;i.. :7 ..�f ,,.:L «i::bn /s•.''f, °!y�'`�'t:l' "tip ').5t.� {.' � 1 � ��;4 � � "�i�lL � ' �. � 1 k. City of Tukwila f9Q6 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. Signature: Date: Print Name: L doc: Conditions D04 -219 Printed: 10 -21 -2004 Z LLJ JU 0 0 U) a W= CO L w J W N � = W 1-- O Z !— W Uji 7p U D F^ WW LL O Z UN O Z i �J�Y1Wl wLS 3 � Z ' � Q ! o 1905 i 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 ** f SITE LOCATION King Co Assessor's Tax No.: 7 3 L I 0 6 DO / Z 3_ Site Address: GLt' J< v Suite Number: Floor: Tenant Name: / New Tenant: ❑ .... Yes ❑ ..No Prnne.rty Ownem Names �-e�� `� G L L Lt /t m 'GENERAL CONTRACTOR INFORMATION Company Name: yl/l 6 CC "L_: /?/ (-'— Mailing Address: 4 ,.<- 7 Y Z 1e "`0/- LJOL- City State Zip Contact Person: �-`— G C ��= • Day Telephone: 3 E -Mail Address: nj? Fax Number: 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 ** Company Nam CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 :OF._RECORD -- At1 plans must be wet sta'mped,by Architect of Record ; I' alGk �c t' 5 Mailing Address: i c ry ; t Contact Person: & (P.1 it � E -Mail Address: /Je r/u c u'a , q5� v`7 City State Zip Day Telephone: �/ 2 - 6 y/ ��2 o Fax Number: 2 5�' 6 Y/ - S3 / k ENGINEER'OF RECORD = All plans must be wet stamped by;Engmeer of Record Company Name: r Mailing Address: 2 L 3 i t s y 16 6 57' 60 a• � 0`7 I / City State Zip Contact Person: �Y/�'^ s S ite r�`� �� Day Telephone: y25 3 2 E -Mail Address: Fax Number: YZs '�`��' 5 - 31 / Z ~ W tY � JU 0O to 0 W = WW WO LLQ �_D F. W Z F- F_ O Z F_ w W U ON 0 F_ WW LL O LLI Z U= O Z F ILDING' PERMIT:.INFOR Ti 2p6 -431 -3670. Valuation of Project (contractor's bid price): S 4 Scope of Work (please provide detailed information): Will there be new rack storage? E].. 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 PROTECTIONMAZARDOUS MATERIALS: ❑ . Sprinklers ❑ .. Automatic Fire Alarm. None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes JRL No If "yes ", attach list of materials and storage locations on a separate 8 -I 12 x I I paper indicating quantities and Materi Safety Data Sheets. Z �Z W Q � JU UO to 0 W= CO LL WO 9_j LL Q t'n � 2 �W Z H h_ O Z H W W U ON 0 t_ WW H U- O .- Z W U= O Z A.' .-> " C- ,0.. —r- e 9 De C__ I L, Existing Interior Remodel Addition to Existing Structure . New Type of nstructio Co n er IJBC Type of Occu `ancy pe r P UBC 1":Floor : 2° 1 Floor q 3 Floor:.... Floors thru. Basement : .. Accessory Structure *;:::; Attached Garage 5 ~ QCs S Detached Garage:.. Attached Carport:. Detached Carport. Covered Deck 3 Z 3 Uncovered Deck 5-1) 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 PROTECTIONMAZARDOUS MATERIALS: ❑ . Sprinklers ❑ .. Automatic Fire Alarm. None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes JRL No If "yes ", attach list of materials and storage locations on a separate 8 -I 12 x I I paper indicating quantities and Materi Safety Data Sheets. Z �Z W Q � JU UO to 0 W= CO LL WO 9_j LL Q t'n � 2 �W Z H h_ O Z H W W U ON 0 t_ WW H U- O .- Z W U= O Z A.' .-> " C- ,0.. —r- e 9 De C__ I L, CORKS Kk MIT INFORMATION -7 Scope of Work (please provide detailed information): 4f� I 133 -0179 `' (, t5 4 i r. 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 j Sewer District ❑ .. Tukwila Va1Vue C1 ... Renton ❑ .. Seattle ❑ .. Sewer Use Certificate ...Sewer Availability Provided El ... Approved Septic Plans Provided ❑ .. Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. r Submitted with Application mark boxes which apply): Civil Plans (Maximum Paper Size - 22" x 34 ") ❑ ,. Technical Information Report (Storm Drainage) #( ❑ .. Bond ❑ .. Insurance ❑ .. Easement(s) ?. Proposed Activities (mark boxes that apply): ❑ .. 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 A cubic yards t.. Total Fill cubic yards U .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑... Maintenance Agreement(s) ❑ ...Hold Harmless ❑... Right -of -way Use - Profit for less than 72 hours ❑... Right -of -way Use - Potential Disturbance El ... Work in Flood Zone El ... Storm Drainage r.. j . Sanitary Side Sewer El.. Abandon Septic Tank Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Frontage Improvements ❑ .. Pavement Cut 1 ❑ .. Traffic Control ❑ .. Looped Fire Line ❑ .. Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ... Grease Interceptor ❑... Channelization ❑... Trench Excavation ❑ ... Utility Undergrounding ❑ .. Permanent Water Meter Size..." WO# ❑ .. Temporary Water Meter Size.. WO# ❑ .. Water Only Meter Size............ WO# Deduct Water Meter Size ........ El.. Sewer Main Extension ............Public Private ❑ .. Water Main Extension .............Public Private Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Day Telephone: Mailing Address: city state Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: city state Zi Z ~ W JU UO W= l.- CO LL WO }} �J L? � = W Z� H O W W 5 U ON 0 F- WW HF- -- Z U= O F- Z -MECHANICAL PERMIT' INFORMATION.= 266- 431 - 3670.,. " MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: 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 ** n� Valuation of Project (contractor's bid price): $ 0 Scope of Work (plea `,, provide detailed info Ro u �i� lJG c - 1 !' C..✓'`G/ / `C .f G]'I�'y C Olt� Uo /���� � 4a.s "7 rel 9 1.rrrrl<v�S' Use: Residential: New .... X Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type Electric ..... ❑ Gas.. Other: Indicate type of mechanical work being installed and the quantity below: Unit Type:: Unit Type: Qty Unit Type: : Boiler /Com ressor: Furnace<100K BTU r Air Handling Unit >= 10,000 CFM Other Mechanical E uipInent 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP/1 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Applian Vent Hood 50+ HP/1,750 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator - Comm/Ind PERMIT APPLICATION NOTES Appllicable to aU pelrimits ><m this application 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 THAT4 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY B)'E LAWS 01 ATE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNERSURTJTHORIZENAGENT: Signature: e Print Name: e v-c- A e " C L� ay Telephone: Mailing Address: v Z� City Date: F53­0 - 9d 3�1 1 - f � ._ State 21 Date Application Accepted: Date Application Expires: Staff Initials: Z '~ W t � JU UO W= 1- WLL WO u Q _ tY �W Z = F- F O W 1- W U� O� oI.- W W H LL O Z W U= O Z 'S J �. :. C ity of Tukwila Igoe ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,749.75 PLAN CHECK - RES 000/345.830 98.28 PW LAND ALT PERMIT FEE 000/342.400 54.50 PW PERMIT /INSPECTION FEE 000/342.400 139.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,046.03 i i i I doc: Receipt Printed: 10 -21 -2004 Z W JU 00 N J 3: �L w U— S2 d �w z F- E- O Z H W U� C. C) wW U O Z W CO) O Z 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 7340600923 Permit Number D04 -219 Address: 13210 37 AV S TUKW Status: APPROVED Suite No: Applied Date: 06/24/2004 Applicant: MCCLUNG RESIDENCE Issue Date: 1 i Receipt No.: R04 -01436 Payment Amount: 2 Initials: SKS Payment Date: 10/21/2004 03:22 PM User ID: I 1165 Balance: $0.00 Payee: SLM CONSTRUCTION INC 1 TRANSACTION LIST: Type Method Description - - -- --------------------- Amount - - - - -- ------ - - - - -- ---- - - - - -- -- - - I Payment Check 5859 2,046.03 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,749.75 PLAN CHECK - RES 000/345.830 98.28 PW LAND ALT PERMIT FEE 000/342.400 54.50 PW PERMIT /INSPECTION FEE 000/342.400 139.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,046.03 i i i I doc: Receipt Printed: 10 -21 -2004 Z W JU 00 N J 3: �L w U— S2 d �w z F- E- O Z H W U� C. C) wW U O Z W CO) O Z W Cit of Tukwila 1 i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 7340600923 Permit Number D04-219 Address: Status: PENDING Suite No: Applied Date: 06/24/2004 Applicant: MCCLUNG RESIDENCE I Issue Date: i I Receipt No.: R04 -00783 Payment Amount: 1,465.06 i Initials: SKS Payment Date: 06/24/2004 04:13 PM User ID: 1165 Balance: $1,796.55 7 Payee: SLM CONSTRUCTION INC. i 4 TRANSACTION LIST: Type - - - - -- Method -- Description ---------- - - - - Amount -- - - - - -- Payment Check 5797 i 1,465.06 I ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- PLAN CHECK - RES ---------- - - - - 000/345.830 -- ------ - - - - -- 1,039.06 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 37.00 PW PLAN REVIEW 000/345.830 139.00 Total: 1,465.06 1465.11 doc: Receipt Lj Printed: 06 -24 -2004 4, 1. I' Z � w UO Cl) 0 cn w W= C0 LL WO J LL N =w ? fF- rr- O Z I O N WW LL O W Z U= Z INSPECTION RECORD — 1 Retain a copy with permit INSPECTION NO. PER T 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 t i t t i Project: M i Type of Inspection Add s: r Date Called: D5 Special In tructions: Date Wanted: 1 a.m. .tn. Requester. 'Rff. V Phone '5 r - Approved per applicable codes. Corrections required prior to approval. COMMENTS: © ,e. rd i 1AA4 / tr" paid at 6300 Southcebter Blvd., Suite 100. Call to sechedule reinspection. ffeipt No.: Date: nsp r: uate: a^- ' / CAA. -I I // D 58.00 REINSPECTIO FEE REQU) ED. Prior to inspection, fee must be Z Z W QQ � JU v O CO J H DLL WO 9-1 U. = a F- W Z F- ZO LU W U O N D F- WW H� UO �Z U= O Z R1 - INSPECTION RECORD Retain a copy with permit INSPECTION N0, PERMIT NO. CITY OF T:UKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36i \, Project: C I T Type of Inspection: Addiss: w D Date Called: Approved per applicable codes. Au Corrections required prior to approval. COMMENTS: r Inspector: Date: 1 U� H 558.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i 10 Z f' Z �W QQ � JU UO J � CO u_ W O. �Ei LL Q = � W Z = t•- I- O Z h- W U� O- o I-- W LU LL W Z co O Z Inspector: Date: 1 U� H 558.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i 10 Z f' Z �W QQ � JU UO J � CO u_ W O. �Ei LL Q = � W Z = t•- I- O Z h- W U� O- o I-- W LU LL W Z co O 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 a'. Pr oje t: Tyde`of I sp ction: f, Addle , j Date Called: i Special Instructions: Date Wante : a.m. Requester: Phone o• t ❑Approved per applicable codes. Corrections required prior to approval. COMMENTS: It = &A C;n ; e"1-40 x y Inspector: � Date: !` � • / r Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z W f � JU UO W= NLL WO 9-1 LL Q t T o :3 i C% �W Z f— E- O Z H W 25 U� N OH WW H( LL tll W z r INSPECTION RECORD Retain a copy with permit c INSPECTIO N0. PERMI O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro* �� Type of n pectiow Ad ress: i Date Call d: Special Instructions: �`�i � �4 O7(o Date Wanted: - p.m. Requester: Ph e-bto� 75/ Approved per applicable codes. O Corrections required prior to approval. COMMENTS: r I , .. F Inspector: l Receipt No.: Date: U 558.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection r r 4' Z �~ W JU UO W� 0) W W L_ N = W ` ?H Wo W U� Cl) OH WW H� LL Z W U= O I-- Z Pr 'ect: /K-c- a Ins ection: Address: " �: � L Date Call d: Special Instructions: Date W nted: a.m. !/ Requester: P re No: 1 9 5 -- s INSPECTION RECORD ` 22__] Reta a copy with permit Dig INSPECTION NO. PER 0. i CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. li zorrections required prior to approval. r� J ector: $58.00 REINSPECTION FEE Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call. to sechedul.e reinspection. J 7 Z HZ UO Co 0 co W J = W O 9-1 LL = �W Z H Z O. U� N o I-- W U LL —0 111 Z U= O Z INSPECTION RECORD Retain a copy with permit a) 7 INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 9 Approved per applicable Corrections required prior to approval. COMMENTS: Type of nspection: , Address: Date Calle Special Instructions Date Wanted_ ..c� .,L� / ; ! ten. �7 ..? ; • dY''7 ' � / �' i .� u � F P one No: 7 Pro•ect: Q Type of nspection: , Address: Date Calle Special Instructions Date Wanted_ a. m. Requester: F P one No: 7 1 i Receipt No.: Date: 6 8.00 REINSPECTIO FEE REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. zz W [C � JU cU 0 N co W J H DLL W O LL Q = a �W z �-- O W I- �5 U� o W 01-- WW H� LLI z U= O z INSPECTION RECORD J r ZV I Retain a copy with permit INSPECTION NO. P 1T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pr 'ec : C 0, Type of jRspection: Af 10 Date Called: Spe i I In ructions: _ Date Wanted: P.M. C `�L�� '��� c o- L Request— Lie ;' ve P4qne No: —) & - T E er applicable codes. Approved C orrections required prior to approval. 1 1 COMMENTS: 2 WP- fd M N F-1 $56. REINSPECTION 'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to. reinspection. Z W JU 00 N U) LLI W x CO LL 10 2� 95 LL N O W 0 Z H UJ 5 U C1 co 0 H 1.— W W 0 z CO) L) Z INSPECTION RECORD C Retain a copy with permit INSPECTION NO. WPIR CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: I Type of Inspection Add s: I Date Called: Special Instructions: Date Wanted: a. . Requ er: Phone No: Approved per applicable codes. 11 Corrections required prior to approval. Inspector luate:,� �I $58.00 REINSPECTIONTEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. receipt No.: Date: I Z �W UQ CO J = !-- N W WO J LL = F- W ' Z H WO W U� O N 01— W W U �O tit Z U= O Z INSPECTION RECORD ze <<v✓ Retain a copy with permit t INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: �j 1 f`� Ty a of Ins c i�0�-:,�,�� Add Xs s: Date CalledU Spe ial' ns ructions: Date Wanted: a-,,,. p.m. Requester: .S / V Ph o• n Approved per applicable codes. Fi Corrections required prior to approval. Receipt No.: Date: Z iH Z W Q � JU UO co W J S2 LL W �. 9 -1 LL cf)d = W F— _ Z F.. W W U� o�- WW LL Z L11 co O F" Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ti INSPECTION RECORD Retain a copy with permit INSPECTION 0. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 Pro'e t: ,y T Tyne-of, Inspection: Address: D Date Called. h) Sp cial Instructions: "' D Date Wanted: a.m. ZZ o-s Cp m Requester: Phone No: +� q57`77 1 W teceipt No.: Date: 2 '- W 0 0 W LLJ �L WO LLQ Co � = W F. Z F- I— O W �5 U� ON OH WW W I— O 0 J . Z W U Cl) O Z L—i paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. ER S� CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr e Type of InspPc ion:. Ad�r s iD c Da Called: Z ( &D f:L Special Instructions: Date Wanted: I a.m. Requester: Phone No: rM Z H ;F- W UO O W = CO u_ W uQ = d FW Z WO W U� Cl) 0 F- WW H H M: O .. Z W U= O Z 16— paid at 6300 Southcenter Md., Suite M. Call to secheaule reinspection. Receipt No.: Date: � j 1 4 INSPECTION RECORD � Retain a copy with permit E INSPECrIOP NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 47aA � (206)431 -3670 Project: Type of Inspection* A re s: Date Called: : F> Special Instructions: Date Wanted:, p.m. Requester: 4 Phone No: i i r 1 $ 1. 58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be 1 J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. y j Receipt No.: 1 1 i ! 1 I i z ~ W (Y- LU JU U0 NW J � �LL W J LL.j N = W 1— Z _ Ir- Z F- LU �5 Ua N �H =U � �- o .z U= O F- z INSPECTION RECORD .. 1 J Retain a copy with permit c INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspe tin: Address: Date Called: - J Special Instructions: Date Wanted: -a,.m. m Requester: Phone No: Approved per applicable codes. FI Corrections required prior to approval. M Inspecto Date 3 —lg ©� --- 4i�� I F] $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: i Z }�— Z �W JU 0 UU U W J � u W O J u_ � = W z _ ?H WO W U� :O N C3 F- W LL Q Z W CO) O F- Z ' INSPE TION RECORD Iq Retain a copy with permit INSPECTION NO. PER T 3.4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 1 Type of Irppection: �/sru A d es Date Call d: oC QW , E )r Special I tructions: Date Wanted:' st7t. '�.m. Requester: C7 h Zt '' Phone No: Approved per applicable codes. Corrections required prior to approval. i COMMENTS:/ C7 h Zt '' r W� o Jfl� n t Inspect : Date: $58.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Receipt No.: Date: 1'. Z 3: W W� JU UO Cl) D u_ WO 2� Lj N = F- W _ ? H t �5 U� Cl) 0 F- Ww Ill Z U O Z INSPECTION IRICORD Retain a copy with permit IT O. INSPECOMN NO. P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pr Type of Inspection: Address: Date Calle Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Fl Approved per applicable codes. Z - Corrections required prior to approval. I Receipt No.: .,. . —r: Z JU 00 (/)D C0 W W C0 u- UJ 0 LQ 1 0 LLl K F- Ir— 0 Z F- W LLJ C0 0 C3 II--, W LL , L 0 z 0 Z $47.00 REINSIPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M INSPE ION RECORD Retain a copy with permit �"' INSPECTION NO. P IT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Project: Type of Inspection: Address: _ Date Called: Special Instructions: 2 Date Wanted: / �a.m. p.m. Requester: Phone No: Receipt No.: Date: �r i I Z '~ W JU UO w W LL WO LLQ _CY W_ . Z H 0 I-- �5 U 0. ON �H WW H� LL O id Z U= O F- Z Inspector Date: ..la $58.00 REINSPECTION FEE REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD r Retain a copy with permit ip S INSPECTION CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 P e t: Type of F!pection: Ad ress: Date Called: Special Instructions. Date Wanted I. a.m. M. Requester: Phone No: Receipt No.: Date: z �z W QQ � JU 0 to 0 W= N LL WO U- t = W H z }.. 1— O z Ir- W �5 U� O N OH WW I L LL O r .. z W U- O z I.J paid at 6300 Southcenter Blvd., Suite 100. Cali to sechedule reinspection. "INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr�oj�ect: Type of Inspection: f Address: Date Called: Z _ Special Instructions: Date Wanted: a tn.. - /D e 1' p.m. Requester: c �- j- E.•!J Phone No: 1.57 ? .;: /- 9ZT 7 7 . per applicable codes. El Corrections required prior to approval. r: Date: / 644 U� "- 10 E Ya ])Et 0 REINSPECT10 FEE RE UIRED. Prior to j spection, fee must be 6300 Southcenter Blvd., uite 100. Call to sechedule reinspection. IRecb6t No.: I Date: 1 Z �W JU UO 0 C0 �LL WO 9Q = CY Z F— W O W U� O- 0 1-- WW H� LO •• Z W U= O H- Z INSPECTION RECORD' ` /0 Retain a copy with permit f INSPECTION NO. PE y CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: , Type of I • f G �J.•ll%Cc..s�F Address: _ Date Called: _ Special Instructions: Date Wanted: m. ` r1 ?_. /4 - 0 S^ CP m. Requester Phone No: 7' ^l'ti+C'ti#:k'i��i tia3'��Wfih � �d�:ti4i!;;,tYa3.` '�r1...c+S«a1»f•;?;6R'hi,aa`+.' Z JU UO 0 w= �U- w 9-1 U- CJ) = a H W Z = I- O W F-. W U ON 0 F- WW H5 111 Z U= O Z Approved per applicable codes. F1 Corrections required prior to approval. { N RECORD RD O O F Retain a copy with permit INS N N . PER T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3670 Project. Type of Inspection: Address: � Date Called: ' Special Instructions: Date Wanted: m. Requester: r , Phone No: 7 roved per applicable codes. 13 Corrections required prior to approval. I ( / ) Pr -/ . -� /I d A - /h;A141 'v �9; l , ` /9 9Ae,AIYYr I Inspec . uate: ° r7 I / 1 I i $ .00 REINSPECTIb FEE REQUIRED. rior to inspection, fee must be aid at 9 6300 Southcenter Blvd., Suite 00. Call to sechedule reinspection. Receipt No.: Date: I i s Z ' ~ a W UO 0 wW U. W O 9Q N d =w F- ? _ 1- 1-' O W U� LLJ r co WW H � U. U =. Z INSPECTION RECORD i• Retain a copy with permit ! INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' " (206) 31 -3670 Pro'ect' Typ e of Ins ecti n: �• l cv I-\i -eA S J 'e of 't , rN17- 0 d r s:: Date Called: Special Instructions: Date Wanted: P .M. �Ct'^ Zj I Requester: C� pone " ( :) , C , �N0r\2.V.V iYA Approved per applicable codes. Corrections required prior to approval. COMMENTS: V\c) d Y\ GI p o r 0 Na �• l cv I-\i -eA S J 'e of 't , rN17- 0 A U ► ", t I 0 � 1�G !� " ( :) , C , �N0r\2.V.V iYA O f a•, r 461 ,. Inspector: Date: 1 o s- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: Z W �U UO N a J C0 L L w J U- � = W fi— Z 3: ZO �5 U� N 0 F_. , WW � tll Z U= O~ Z INSPECTION RECORD , G A 55 Retain a copy with permit S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 10 MM . Type of Inspection: Ad ess: a , Date Called: 6, J /' �2 Special Instructions; �( e �G J (� ! WL(X�5 (X&//. Date wanted: �a:m. Requester: ?one NO.\ (~ r ^ 1 (; ` � Approved per per applicable codes. Corrections required prior to approval. In pector. uate: z4, p REINSPECTION FEE RE UIRED. Pripr to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I: z +-- z IX W a� JU UO Cl) �LL WO L? N C , = W I-- O z ►- �5 U� O c. �H WW LL LLI z U= O z r r INSPECTION RECORD ( Retain a copy with permit - d, Iq INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 R4-3670 Project: Type of Inspection: 4 r' L o Address: 13 -� d ,3 7 Date Called: /a -/ - o Special Instructions: Date Wanted: 1 a.m. /.2 — /' /— GJ? p.m. Requester: - -! � - 7,- e Pone No: s o2 6/_ 9 S 7.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be aid at 6300 South center Blvd., S ' e 100. Call to schedule reinspection. Receipt No.: Date: I i 1 Z 4~ W UO Cl) LU J M �LL WO J LL 0 = W z� ZR LU W U� O N OH WW 2 L- O 111 Z U= O Z Approved per applicable codes. M Corrections required prior to approval. INSPECTION RECORD �y ' Retain a copy with permit INSPECTION NO. PER O j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of I pection M 0 0/1 u" L" i ' ddress: I - �;z 1h Date Call d: he-lNbq ecial Instructions: Date Wanted: D ' m. p. Requeste r: Sf e- - Ph ne No l,2 — S 7 } 1 Receipt No.: Date: Z Z �W QQ� JU UO W= �LL WO UQ cd = W I— _ Z 3: I-- O W ~ W U O - OH WW W Z lil to U O Z Approved per applicable codes. ❑corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPE ION NO PER CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'e 7/AI /6 g :; Type nspection: / 4/ el Address: 4) � r Date Called: J / Special Instructions: Date Wanted: a.m. p.m. Requester: �s� a 25� N 2 6 / (Receipt No.: Date: I Z f Z �W QQ� JU UO CO W_ N LL WO La = �. W z F- W O �5 U o� w LL Z LU U= O Z f51 4pproved per applicable codes. FI Correct ons required prior to approval. INSPECTION RECORD P b L 4 Retain a copy with permit ° a. _S INSPECT N N0. PER N0. zS CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.. #100. Tukwila. WA 98188 (2��[�j -3670 ( t 53 - 2 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: � 000, '5 1nspecto : vat 7.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Ivd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ... >. _. .� _..., ,. <.. °I .r :ra'.'.,�,., ..,•? �r+ a�r¢ vc,` cn± �. t.' ca:,`.?. �.�S-.t.,.: +.iw:�<f.c;�.^[ats�. , .�,4w..e..: :� Pro' ct: y Ty of Insp ation: am f A Ir s. Date Called: I " Sped - dl Instructions: `" Date Wanted: m. Requester: Pho No e ., r ..a i i z w W QQ ? j0 00 O Wx !2 LL WO J U. N = W H Z� �5 �0 U O- 0H W -O W Z U= OH z INSPECTION RECORD Retain a copy with permit P RM �'v V INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431-3670 A Inspector: Date: F-1 $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. W. Prgj'ect.. ffl 0 1 Typ"f inspectio ri. -M1Lh?aa-b01111 f l , Addra' Dat6 Cal Ted:' - ID Special Ins ructions: Date Wanted: 24 t/ �-.m- /,/ ,, � L �i �� /� 71 Requester w 4�, V C S1Cl� A ,n 5 OP64 6'CcV-e Ph ne N qqp'Lo 51 Z Approved per applicable codes bi zorrections required prior to approval. COMMENTS: ck A to 0C. 1. Yevt U.)Y�A' cA4- it (/Vl U-u O'k\ 71 0 eiv ►\t v w 4�, V C S1Cl� A ,n 5 OP64 6'CcV-e r -S �61 Z LLI D C.) 00 CJ ) a cf) W J x C0 LL 0 2� 9:3 LL. C0 CY W Z z ° 5 L) C/) � W W C.) 0 z Cf) L Z INSPECTION RECORD Retain a copy with permit "ZI INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �w Pro' ct.. Type of Inspect `J C' Address: 1 Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Fl Approved per applicable codes. 1:1 Corrections required prior to approval. 1 �il R r Inspector: Date: Receipt No.: Date: F] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. s Z �Z ~ W OQQC � JU UO (00 J H S2 LL WO 2� 95 cf) a = W H Z F– Zo W U� 0— 0 I-- WW H� LL .. Z W U =. O Z INSPECTION RECORD Retain a copy with permit 00y -Z INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro Type of Inspection: G Address: V 13 2-1 0 z - /11 Date Called: / / Special Instructions: ' Z/ 0 Date Wanted: a.m. •. ... ..; g..,. �. .� 7' - r,� llbzz P .M. Requester: f x Clyl Phone No: 7,0& g 6 Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: / eo Mal t` v G� Al raIJ;�lti Inspector: / Date: / O 1 I 7.�w^.ygti. k�:::;r1FiXv� 3' - . r - s h: b�M �i : ^•, w. tilt F t.C• 4.,ye •. ... ..; g..,. �. .� 7' - r,� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Q� '~ W 00 N O U. w L_ N C!. = W LU ' ZO �5 U N 0 F- WW H� U .Z co F= _ O Z ....... .. I f INSPECTION RECORD ( /-Z/ Retain a copy with permi t F INSPECTION NO. N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3 670 � Project* Type of Inspection: 5 X�7 Addres s: Date ChIled A Special Instructions: Date Wanted: a.m. Requester: IWA A- Phone No* [-� Approved per applicable codes. 10 Corrections required prior to approval. I'COMMENTS: IWA SON I e5i A1111M MEN 1200 Receipt No.: Date: L—i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. on z W -J L) U 0 Cl) 0 C0 LLI UJ 3: J I.- U.. WO LL 3: l.- UJI Z = F- 11 0 W 1-- LU LLI 5 C0 0 WW 3:0 U- z I.- x O ~ F- Z 11/15/2004 13:10 FAX 2536396726 SLIP Construction Inc. 2002 W15/Z004 RON 12;06 FAX 425 427 6629 Icicle Creek Eng i neers 0oY --Zle� �002/002 ICICLE CREEK ENGINEERS Daily Field Report Pngwcd br. T=1hr1W= sipaatum Project No: 0473.001 Locatiom.13210 3r A%=ue 5, Tukwila, Wadi. Report No: 1 Page: 1 of 1 We dwr. P Cloudy SO's YrojccL• 31 Avenue S. ReWeme Darr 11/12M Ra ves mviW by: 3110 Giew "Consofuction. Tnc Arrival: 12:45 pm AtMdWZeatsr Now DIOnIm tion: SLM Construction, Inc. Depattutt. 1:15 pm Ini n BrWbo of lciclo Cute Enlnc= (EM) eorAuctcd a site visit to tee 3r Avenue S. residence in the Riven on Parka= of Tukv ni la, as req uested by Steve Mc Dung of SIM Construabn. The purpose of our visit was to obsct vn cvaluaicq and document gotechnkal items asscciact wah a new residence under construction on the site. Upori arrival, we met with Steve, wbo requested that we observe and evaluate the recently excavated footing actiahes foc the ptuposed home consmsatin4. We observed that the house sabgade had been cut ift a series of terraces. which sopped down the hill. Footitkg fum and mbar had been placed in the u=acs to defuse lbotit gze of various widths Most of the exposed footitag subgadc areas consisted of a gray ait Sand., but the easterwwst (downslop -) subgades consisted of brown silty samd. No wamr was visible across the subgtades. We ltaad- pwbety the footing subgtades with a Winch -di. neux At%R md. We typically observed probe potion ranging from 1 inch to 6 inches over most subgrade areas. RoWever, probe pezeltations rutged up to 18 inches along the eastern footlteg subgtadc, specifically over a sogrnent exupWiog from the norncmmum comet to a step - up point about 12 feet south. We ceeottaNendzd we Steve tbar this 12 - boot suet ba oveceateavatcl at lc W 12 inches below eaistiog subgrade ieveL.thamby cm tug a thicker and deeper footing. Stew indicated that be wouM bavc his crew perform the 12 - inch overc9mvation before potaing the footing concreir. Baud upon our ob=vadons turd dogs, moat of the footbig subgrades appeared to be adequately firm said unyiclding and suitable, for a mucimuim allowable footutg load of 2,5W psi; in our opinion. Once the 12 -ineb owrc2cavadoo is oomphd along the eastern footing fine, per our -econwneod4oa we fed that this wpaeut will also be suitable for a maximum allowable footing load of 2.500 ps£ RECEIVED NOV 18 2004 DEPARTMENT 23 NEJU Sm et. Suite 101 * I sWua h, lMshin►gtv 980 • vAvw . ( 427 -8187 ph - •(4zs) 427 -6 629 fak Z }�- Z W �U U (n o W = H U) LL WO 9-J W? � = W Z X HO Z F- W W U ON 0 t- WW tL O Z W U= ~ O Z rJ NOTICE: IF THE DOCUMENT IN THIS FRAME I THE CLEAR-THAN THIS NOTICE IT IS DUE TO THE QUALITY ICICLE CREEK reviewed 'by the �1iQ N E E R S These plans have been � ,cent Works Dep a ,tment for eonforM130h i , �s1'agrc an Environmental Services City standards, Acceptance is subject to errors an omissions which do not autton e for the a equacy Violations o hility a eA 6 Bards or ordinances• �`"''"' of the desip its totally With the designer- Additions, deletions Of > V �� � fter this date win vo W.9 cok a mubmittal of raVised drawings TUKwrL., PUBLIC WUh s� 16 t,�, �?. t3ox �/► ent ; to field inspection by ''�► tnal �' &�" the Public Works utilities ins Date: Report Geotechnical Consultation ` 01 • �_ �� �,� �. Property Development �'T 1f c �`" ``' Tax Parcel No. 7340600923 �J -�'Z•� �s ' > t >ti-, b d 1 y" Tukwila, Washington ICE File No. 0473 -001 INTRODUCTION �� h This report summarizes Icicle Creek Engineers' (ICE's) geotechnical consultation regarding the .construction of a new house on Tax Parcel No. 7340600923 in Tukwila, Washington (referred to in this report as the McClung Property). Tax Parcel No. 7340600923 is a 0.27 acre property located along the east .,side of 37th Avenue South about 100 feet south of the intersection with South 138th Street. Our services have been completed in general accordance with our Confirming Agreement dated December 13, 2003 and were authorized by Steve McClung on June 18, 2003. The location of the McClung Property is shown relative to surrounding physical features on the Vicinity Map, Figure 1. PROJECT DESCRIPTION We understand that a single- family residence is planned in the north portion of this property as shown on the Schematic Site Plan, Figure 2. Specific details regarding the house are not known at this time. However, Mr. McClung indicated that the house would be a two- level, wood -frame structure with a daylight basement, similar to other houses in the property area. REGULATORY ISSUES We understand that the City of Tukwila informed Mr. McClung that the property contains a "Sensitive Area" associated with "Areas of Potential Geologic Instability." Areas of Potential Geologic Instability are defined by the Tukwila Municipal Code (TMC), Chapter 18.45.020E as follows: 1) Class 1 areas, where landslide potential is low, and which slope is less than 20 %; 2) Class 2 areas, where landslide potential is moderate, which slope is between 20% and 40 %, and which are underlain by relatively permeable soils; 3) Class 3 areas, where landslide potential is high, which include areas sloping between 20% and 40 %, and which are underlain by relatively impermeable soils or by bedrock, and which also include all areas sloping more steeply than 40 %.; 4) Class 4 areas, where landslide potential is very high, which include sloping areas with mappable zones of groundwater seepage, and which also include existing mappable landslide deposits regardless of slope, DO 9 230 NE Juniper SUeet, Suite 101 • lssarauah, *A9804 ^,:r: iculpereekengn rers cnnr 9 (425) 427 -8187 phone • i42 427.6629 iaw • wS.�* - ,s.4.lrf� +.n }�.:..kSU.d:ii:i,:#�'. ^e.>+.c J./+ bu'+» st: � :'a;yn::i+iww.u.+i+urv�a ✓..11k. , 1a�tNi�iiiv::+4iliSi'.u� _ _ JUN 2 9 2004 Z Z �w 00 wX �U_ w 7. � U_ D =w F- _ ZF i— O Z E- 20 D ON 0 H- WW H� u. O .• Z w 0- O Z Steve McClung SLM Construction, Inc. June 30, 2003 Page 2 According to TMC Chapter 18.45.020. F. 1., "An applicant for a development proposal that includes sensitive areas shall submit those studies as required by the City to adequately idenffy the .sensitive area and its buffers. " According to TMC Chapter 18.45.040.A.3., a "Sensitive Area Buffer" for Areas of Potential Geologic Instability is intended to "a. Protect slope .stability; b. Provide erosion control and attenuation of precipitation surface water and storrnwater runoff; c. Reduce loss of or damage to property; and d. Preserve the natural character or wooded hillsides where they exist. " SCOPE OF SERVICES The purpose of our services was to evaluate the shallow soil and ground water conditions and observe steep slope areas as a basis for providing; 1) recommendations for building setbackibuffer from steep slope areas; and, 2) preliminary geotechnical recommendations for building development. The services provided by Icicle Creek Engineers included the following: • Perform a geologic reconnaissance of the site with particular emphasis on the steep slope areas. • Evaluate subsurface soil and ground water conditions by observing the excavation of two test pit explorations. • Comment on the present stability of steep slope areas and the effects of the proposed construction on future slope stability. • Recommendations for building setback/buffer from steep slopes, if appropriate. • Provide preliminary recommendations for site preparation and grading. • Provide preliminary recommendations for foundation support of the structure including recommendations for shallow spread footings and evaluation of potential settlements. • Provide preliminary recommendations for subgrade walls. • Provide preliminary recommendations for site drainage, especially with regard to erosion and potential adverse impacts on slope stability. SITE DESCRIPTION SITE GEOLOGY The surficial geology at the site has been mapped by the U.S. Geological Survey (USGS — Waldron, Liessch, Mullineaux and Crandall, 1962, "Preliminary Geologic Map of Seattle and Vicinity, Washington ") as "Undifferentiated deposits of Pleistocene Age ". Undifferentiated deposits of Pleistocene Age consist of glacial and interglacial silt, sand, gravel and till and are typically in a hard of very dense condition as a result of being overridden by nearly 3,000 feet of glacial ice during the last ice age which occurred about 13,000 to 15,000 years ago. SURFACE CONDITIONS Our surface reconnaissance of the McClung property was completed on June 13, 2003. The McClung property is rectangular, measuring about 140 feet north -south and about 82 feet east -west as shown on Figure 2. The center of the property is crossed by a shallow swale containing a "ditch" that flows from west to east. As previously mentioned, the house site is in the north portion of the property with the intent of avoiding any development in the central and south part of the property where the swale is generally located. The north portion of the property is nearly level for about 10 to 20 feet from the edge of 37th Avenue South, then steepens to about a 30 to 50 percent grade for about 30 feet where the slope flattens to about a 5 percent grade for the east portion of the property. The central portion of the property contains the Icicle Creek Engineers 0473001/063003 �, � �.�,� . ,� . •r���� »_;��.,�• ��; �r, �, rr",._. �....�.�M,�r_,.......�.�.,,,::, �u_, :.:�,Y:,,.�.1�.�.,��_ :+rte � +�.ri,..� , I° z �z �W 0 N CO III J F=- u� LL WO U? cf)d = W z Z� 25 U O� o1-- W H� LL Z W U= O z Steve McClung SLM Construction, Inc. June 30, 2003 Page 3 east -west swale with adjacent slopes inclined at about a 20 to 30 percent grade. The south portion of the property levels somewhat with slopes ranging from a 5 to 30 percent grade. The property is vegetated with scattered deciduous trees (maple and alder) and brush (blackberry vines and other native brush and grass). Concrete rubble occurs in local areas along the west side of the property bordering 37th Avenue South. A wire fence parallels the east and south property lines. The McClung Property is bordered by residential development to the north, east and south, and 37th Avenue South and residential development to the west. We did not observe evidence of slope instability or adverse erosion on the McClung Property. Slope instability and adverse erosion are typically manifested by groups of leaning or toppled trees, hummocky topography or bare soil scarps or gullies. No surface water was observed on the McClung Property at the time of our reconnaissance. As previously mentioned, the ditch that crosses the center of the property appears to carry surface water during periods of heavy rain. No springs or seepage were observed on the sloping areas of the site. SUBSURFACE CONDITIONS The subsurface conditions at the site were explored by excavating two test pits (Test Pits TP -1 and TP -2) to a depth of 4.5 and 10 feet, respectively, on June 13, 2003 using a track - mounted excavator. The test pits were continuously monitored by a geological engineer from our firm who examined and classified the soils encountered, observed ground water conditions, obtained soil samples, and prepared a detailed log of each test pit. An explanation for the test pit logs is presented in Figure 3. The test pit logs are presented in Figure 4. Soil conditions observed in our test pit explorations encountered relatively similar conditions. Test Pit TP -1 encountered about 4 inches of "forest duff' (decayed leaves and wood debris) underlain by fill consisting of very soft to soft silt with a trace of sand and abundant roots to a depth of about 4 feet. Underlying the fill is medium stiff to stiff silt with occasional fine gravel to a depth of about 7.5 feet underlain by very stiff to hard silt (native, undisturbed soil). No ground water was observed in Test Pit TP -1. Test Pit TP -2 encountered about 4 inches of forest duff underlain by fill consisting of very soft to soft silt with a trace of sand and abundant roots to a depth of about 2 feet. The fill was underlain by very stiff to hard silt (undisturbed native soil) to the completion depth of the test pit at 4.5 feet. No ground water was observed in Test Pit TP -2. AREAS OF POTENTIAL GEOLOGIC INSTABILITY As previously described, the City of Tukwila has indicated that the McClung Property contains Areas of Potential Geologic Instability. Based on our surface reconnaissance and subsurface explorations, Class I and Class 3 Areas of Potential Geologic Instability occur at the McClung Property as shown on Figure 2. CONCLUSIONS AND RECOMMENDATIONS AREAS OF POTENTIAL GEOLOGIC INSTABILITY We did not observe surficial physical evidence of active landsliding or adverse erosion in the areas of the McClung Property that are within Class 3 Areas of Potential Geologic Instability. We understand that the development plans include constructing the house as a daylight basement that crosses the north - central portion of the McClung Property. For this reason, a "buffer" is not possible because the house will be situated within the Class 3 Area of Potential Geologic Instability. In our opinion, the house and yard can be constructed such as to maintain or enhance the stability of this area provided that the recommendations presented in the following sections of this report are implemented. Icicle Creek Engineers 0473001/063003 z z �w D J0 00 U) LLI J = Co L w LQ CO)� = �w Z H z� w W U� O� o H_ ww �O W z CO O z Steve McClung SLM Construction, Inc. June 30, 2003 Page 4 SITE PREPARATION AND EARTHWORK Site preparation for the house should commence with the stripping of vegetation in the new house and driveway areas. We expect the stripping depth to be about 0.5 to 1 foot during dry weather conditions unless excessive disturbance is caused by the clearing operation. Stripping to a greater depth can be expected if clearing is done in wet weather or where soft soil fill is encountered. After stripping, all areas at or below grade of the improvement areas should be scarified, conditioned to the proper moisture content for compaction, and then compacted to at least 95 percent of the maximum dry density (MDD). In this report, MDD refers to the maximum dry density determined by the ASTM D 1557 compaction test procedure. During compaction, the subgrade, especially where wet soils are encountered, should be inspected for evidence of soft soil or weaving. Any wet areas should be drained and any soft areas should be conditioned to the proper moisture content before further compaction. All new fill in building areas and driveway fill areas should be placed as compacted structural fill. Structural fill material should be free of debris, organic matter and rock fragments larger than 6 inches. The suitability of material for use as structural fill will depend on the gradation and moisture content of the material. As the amount of fines (material passing the U.S. Standard No. 200 sieve) increases, the soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. It is possible that fill may be added to the site in order to level areas adjacent to the new house. In our opinion, fill can be placed in this area without adverse impacts to slope stability provided that this fill does not exceed a thickness of 5 feet and that the fill is "keyed" into the slopes that are inclined 4H:1 V (horizontal to vertical) or steeper. The "keys" consist of a series of level benches about 6 to 8 feet wide cut parallel to the slope. Fill should not be placed over existing soft fill Structural fill should be compacted to at least 95 percent of the MDD. Driveway fill and utility trench backfill should be compacted to at least 90 percent except the upper 2 feet that should be compacted to 95 percent of the MDD. Fill in yard areas should be compacted to at least 90 percent of the MDD. We recommend that structural fill be placed in loose layers of not more than 10 inches in thickness, conditioned to the proper moisture content for compaction, and compacted with the appropriate equipment. Each lift should be compacted to the specified degree before placing subsequent layers. FOUNDATION SUPPORT The proposed house may be satisfactorily supported on conventional spread footings provided they are constructed in accordance with the recommendations outlined below. We recommend that footings be founded on the very stiff to hard undisturbed native soil or on structural fill. We recommend that continuous and isolated square footings have minimum widths of 18 and 24 inches, respectively. The footings should be a minimum of 18 inches below the adjacent grade. Footings may be designed using an allowable soil bearing value of 2,500 pounds per square foot (psf). This value applies to the sum of all dead and long -term live loads, exclusive of the weight of the footing and any backfill above the footing. For total loads including wind or seismic, a one -third increase in the recommended value may be used. In preparing footing excavations in the native soil, care should be taken to avoid loosening or softening the bearing surface soils, particularly during wet weather. During wet weather, footings excavated in soil should be excavated, formed and poured the same day or be protected by a layer of lean concrete I- to 2- inches thick placed on the prepared footing subgrade. We estimate that settlements of footings, founded as described above, will be less than one -half inch. Icicle Creek Engineers 0473001/063003 Z ~ w o QQ C � JU UO CO CO LLJ J = CO L w LL C;) =w Z F . �O Z I— w w U� O- 0H w �- O W Z U= O Z npe'aq�aJgf! }F tK vgyy# lA!' �NSC �ngw;'s v. ?t+,! ! S�';'..•\±. nrt":. ramm�w •tM 4".;�£,k ?� 1''�2 " S .- �.:er t.t /'vrira:.�. wa...�� .:...i....:.....: «.r. ... ... - .... .au..x,�m.... a�a..:...m.nw+. - = . Steve McClung SLM Construction, Inc. June 30, 2003 Page 5 FLOOR SLAB SUPPORT Any slab -on -grade subgrades should be prepared in accordance with the previously described site preparation and structural fill recommendations. In addition, we recommend that the subgrade surface be compacted such that a minimum compaction of 95 percent of the MDD is achieved before placing any structural fill or the capillary break. We recommend a minimum of 4 inches of sand and gravel containing less than 5 percent by weight passing the U.S. Standard No. 200 sieve based on that fraction passing the' /4 -inch sieve be placed beneath the floor slab to provide uniform support and a capillary break. A vapor barrier and /or waterproofing should be provided if there is a potential for surface or shallow ground water to occur or migrate under the slab. SUBGRADE WALLS Basement (subgrade) walls will be used for a portion of the house. The lateral soil pressures acting on subgrade walls will depend on the nature and density of the soil behind the wall, the amount of lateral wall movement which can occur as backfill is placed, and the inclination of the backfill behind the wall. For walls that are free to yield at the top at least one - thousandth of the height of the wall, soil pressures will be less than if movement is limited by such factors as wall stiffness or bracing. We recommend that yielding walls supporting a horizontal backfill surface be designed using an equivalent fluid density of 35 pounds per cubic foot (pcf). Similarly, nonyielding walls should be designed using an equivalent fluid density of 55 pcf. These lateral soil pressures do not include the effects of surcharges such as floor loads, traffic loads or other surface loading. Surcharge effects should be considered as appropriate. All backfill for a minimum lateral distance of 18 inches from the face of the wall should consist of clean granular soil containing no more than 5 percent by weight of material passing a U.S. Standard No. 200 sieve. The granular backfill should be compacted to between 90 and 92 percent of the MDD. The backfill behind the wall must not be overcompacted in order that excessive lateral pressures do not develop. A small hand - operated or self - propelled vibrating plate compactor should be used within 3 feet of the wall. Subgrade walls should be provided with positive drainage systems to collect and remove ground water and to prevent the buildup of hydrostatic pressures against the wall. Perforated drainpipe having a diameter of at least 4 inches should be placed within the granular backfill along the entire length of the base of the wall. The drainpipe should discharge into an appropriate tightline collection and disposal system. Free - draining sand and gravel should be used to backfill subgrade walls. Lateral forces may be resisted by a combination of passive earth pressures on buried portions of the structure and by friction on the base of foundations. We recommend that passive resistance be computed using an equivalent fluid density of 225 pcf for a horizontal ground surface. Base friction may be calculated using a friction coefficient of 0.35 applied to dead loads. These passive equivalent fluid density and friction coefficient values both include a factor of safety of about 1.5. EROSION CONTROL AND DRAINAGE CONSIDERATIONS The soils on the site have a moderate to high potential for erosion. Most of the surficial soils on the site will have a high erosion potential if disturbed by construction activities. Erosion control measures should be taken including proper control of surface water runoff, use of straw bales or appropriate geotextile filters and temporary sedimentation basins. Erosion control measures should comply with local requirements and guidelines. All grading must be accomplished to avoid concentration of runoff onto fill or natural slopes. We recommend sloping the ground surface away from buildings. Roof downspouts must be tightlined to an approved disposal area or otherwise discharged to avoid adverse affects to slopes or downslope properties. Icicle Creek Engineers 0473001/063003 Z ¢� Z �W QQ JU UQ J � C0 u- WO J U. ¢ ND = �W Z H F— O Z I_ 25 U 0 F_ WW L O ui Z U= O Z I Steve McClung SLM Construction, Inc. June 30, 2003 Page 6 Roof drains should be connected to a tightline collection and disposal system that is separate from the footing drain. We recommend that perimeter footing drains be installed adjacent to the outside footings of the new house. These drains should consist of 4 -inch perforated smooth - walled pipe bedded in at least 6 inches of free- draining sand, sand and gravel, or pea gravel, with the base of the pipe at the base of the adjacent footings. The bedding should be enclosed within a non -woven geotextile fabric to prevent infiltration of fines from the native soil. The pipe should be placed with the perforations down. The perforated pipe should be connected to a tightline collection system that discharges away from all house, yard and steep slope areas. USE OF THIS REPORT We have prepared this report for use by SLM Construction, Inc. The data and report should be provided to prospective contractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. When the design for the proposed development has been finalized, we recommend that the final design and specifications be reviewed by ICE to confirm that our recommendations have been interpreted and implemented as intended. There are possible variations in subsurface conditions between the explorations and also with time. A contingency for unexpected conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation by our firm should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No warranties or other conditions, express or implied, should be understood. * * * * * * * * * * * * * * * * * * ** We trust this report meets your present needs. Please call if you have any questions concerning this report. N. Yours very truly, ��. /� Creek gineers, Inc. Brian R. Beaman, P.E., L.G. Principal Engineer /Geologist zD ~30 -° Document ID: 0473001.REP Three copies submitted Attachments Icicle Creek Engineers 0473001 /063003 8 Z Z �w QQ JU UQ CO to LL w LLQ to D = �_w Z� zo Ul 5 U to o I_ wW H� LL O W Z U= O Z a �1't11..� .�� \. r � . a:• =, �� A;(liii:�7 f ���•�ill``��A illl',ltll!' ji '1 r ,,,CMw�j`'Ai � •Ire f �:.. t�� 1711► ".. :•.. •', ��' ���_.. ..,.�- ,1 IAYt��` • \ \'.J � 1�,iEii��ii; %i r ����. „ ri g •. ' ( � ,.: t'3no►11'ct�rl� �l.�. 1 ,.....aL_" ray � .�' ��. 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I �� ter' •`1 4� \ \�i &+I rh 110 2 TA OrU JMKI 1 'I loll !idle 1: i P ��pt111tr:1 ► dil t�►>•ff�1�11i1s•h�!� of -b a m�pfinel VN r am" If w V • O z o� LL W U ineers ! P 0. EDWIN UNDID `�: / ' %i •/' / � � '' f J ' z � tn AW V t om: "�:L�: •., : " % ' : `,•: ;, ' / . • NOTES: 1) Property outline based on Tax Lot No. 7340600923 records available at King County Deparbrnrd or Development and Environmental Services. 2) Property details are based on field observations. Explanation: TP -1 Test Pit Location Areas of Potential Geologic Instability* Class 1 Area (where landslide potential is low, and which slope is less than 20 %) Proposed Development Area Class 3 Area (where landslide potential is high, which Ground Slop Di rection include areas sloping between 20% and p 40 %, and which are underlain by relatively impermeable soils or by bedrock, and which also include all areas sloping more 0 20 40 than 40 %) Scale in Feet Based on Tukwila Municipal Code, Chapter 18.45.020.E. 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I Soil Particle Size Definitions Soil Moisture Modifiers Soil Moisture Description Dry y Absence of moisture Moist Damp, but no visible water Wet Visible water Icicle Creek Engineers Component Unified Soil Classification System Boulders Greater than 12 inch Soil Classification an Gravel MAJOR DIVISIONS Coarse Generalized Group Fine 3/4 inch to No. 4 (4.78 mm) Sand Description Coarse- GRAVEL GW Well- graded gravels Grained ; CLEAN GRAVEL More than i0 o % GP " poorly- graded gravels Soils of coarse fraction : GRAVEL WITH GM Gravel and silt mixtures retained on the No. 4 sieve FINES GC 4- Gravel and clay mixtures SAND SW Well- graded sand CLEAN SAND More than 50% Poorly-graded sand More than 50% of coarse fraction SAND WITH _ ! _ SP SM Sand and silt mixtures retained on the No. 200 sieve passes the FINES No. 4 sieve SC Sand and clay mixtures Fine- SILT AND CLAY ML Low-plasticity silts Grained INORGANIC CL Low-plasticity clays Soils Liquid Limit ORGANIC OL ow p asicity organic silis less than 50 and organic clays SILT AND CLAY MH High-plasticity silts INORGANIC — -- ---- — More than 50% CH High-plasticity clays I passing the Liquid Limit ORGANIC OH High-plasticity organic silts No. 200 sieve greater than 50 and or claym� Highly Organic Soils: Primaril or matter with or odor PT Peat Notes: 1) Soil classification based on visual classification of soil in g eneral accordance With ASTNI D2488-90. 2) Soil classification usin laborator tests is based on ASTNI D2487-90. 3) Description or soil densit or consistenc is based on interpretation of blow count data and/or test data, Soil Particle Size Definitions Soil Moisture Modifiers Soil Moisture Description Dry y Absence of moisture Moist Damp, but no visible water Wet Visible water Icicle Creek Engineers Component Size Range Boulders Greater than 12 inch Cobbles 3 inch to 12 inch Gravel 3 inch to No. 4 (4.78 mm) Coarse 3 inch to 3/4 inch Fine 3/4 inch to No. 4 (4.78 mm) Sand No, 4 (4.78 mm) to No. 200 (0.074mm) Coarse No. 4 (4.78 mm) to No. 10 (2.0 mm) Medium No. 10 (2.0 mm) to No. 40 (0.42 mm) Fine No. 40 (0.42 mm) to No. 200 (0.074 mm) Silt and Clay Less than No. 200 (0.074 mm) Soil Classification System - Figure 3 Z Z W 00 � Cl) a C0 W W J C0 LL W LL cf) LU Z X 0 Z W Uj 5 Cn 0— W X L) F_ U F- 0 Z CO) P 0 Z Depth Soil Group Test Pit Description (3) feet 1 Sym bol 2 Too PW 1T -1 0.0-0.3 Forest duff 0.3-4.0 ML Brown SILT with a trace of sand and abundant roots (very soft to soft, moist) (fill) 4.0-7.5 ML Brown SILT with occasional fine gravel (medium stiff to stiff, moist) (weathered soil) 7.5-10.0 ML Mottled brown and gray SILT (very stiff to hard, moist) (undisturbed native soil) Test pit completed at 10.0 feet on 06/13/03 Disturbed soil samples obtained at 3.0 and 6.0 feet Slight caving of test pit walls observed from 0 to 4.0 feet No ground water seepage observed Ted IPk T- 0.0-0.3 Forest duff 0.3-2.0 ML Brown SILT with a trace of sand and abundant roots (very soft to soft, moist) (fill) 2.0-4.5 ML Mottled brown and gray SILT (very stiff to hard, moist) (undisturbed native soil) Test pit completed at 4.5 feet on 06/13/03 Disturbed soil samples obtained at 1.0 and 4.0 feet Slight caving of test pit walls observed from 0 to 2.0 feet No ground water seepage observed (1) The depths on the test pit logs are shown in 0.1 foot increments, however these depths are based on approximate meamements across the length of the test pit and should be considered accurate to 0.5 foot. The depths we relative to the adjacent ground surface. (2) The soil group.symbols are based on the the soil classification system presented in Figure 3. (3) The approxunste test pit locations are shown on Figure 2. 0473001.testpitlogs/062103 i Icicle Creek Engineers Test Pit Logs - Figure 4 z xZ �W 0 UO Cl) 0 CO LLJ -1� CO LL W F}0 �J LL 4 rn 0 = W z� F- O z F— �U U ON 0 F- WW H� LL' O •z U= O z 0 0 5 01 y, zoa September 23, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Steve McClung P.O. Box 7426 Kent, Washington 98042 RE: CORRECTION LETTER #2 Development Permit Application Number D04 -219 McClung Residence —13210 37' Avenue South Dear Steve: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time, the Public Works, Building and Fire Departments have no comments. Planning Department: Carol Lumb, at (206) 431 -3661, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through 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 - 219 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 * Fax: 206. 431 -3665 �:Nlr� 'Fw544r 'w }}. •at ;,tiA'•' ii. . $ ;:i r.'•,' 4� Z �w 10 UO N J = N !L• w LLQ Nd =w �_ z� HO w ~ W D 0 — N � F— WW H LO Z W U= O Z rte; City o f Tukwila Steven M. Mullet, Mayor Department of Community Development PLANNING DIVISION COMMENTS DATE: September 21, 2004 CONTACT: Steve McClung RE: D04 -219, McClung Residence ADDRESS: 132xx 37 Avenue South Steve Lancaster, Director Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 1. The revised site plan indicates that water from the downspouts will be tightlined to the Type 3 stream to be discharged. The City's Sensitive Areas Ordinance does not permit direct discharge of surface water to watercourses unless the water is coming from detention facilities, presettlement ponds or other surface water management structures (TMC 18.45.080 13.3., copy enclosed) Direct discharge to the stream would also require a Hydraulic Projects Approval permit from the Washington State Department of Fish and Wildlife. Enclosed is a handout prepared by the Public Works Department that includes a discussion on downspout dispersion systems to assist you in creating a system that meet's City requirements and the recommendations of the geotechnical report. 2. Please specify the type of trees that will be planted as replacement for the trees removed from the slope areas and the size. Minimum size for deciduous trees is 2.5 -inch caliper; evergreen trees must be 6 -8 feet in height. (See TMC 18.54.130 enclosed) 3. The building plans indicate a possible additional living unit if the basement is finished. Enclosed are the zoning code regulations governing accessory dwelling units for future reference. Please note the size limitations on the accessory dwelling units and the requirement for additional parking spaces based on the size of the accessory dwelling unit. 6300 Southcenter Boulevard, Suite 000 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431 -3665 Z '~ w 0 JU U N co LU LU _ H U. WO 9 U - (D �. To �w z I— O Z F— W w U� ON wW H F U- ui Z U= O Z nao r arsr ew�Ynse�mWx pax.: �. n i, r ?: 1 �,�., • +:u. ✓:.a te... �... .. i r 11 i city of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor July 27, 2004 Mr. Steve McClung P.O. Box 7426 Kent, Washington 98042 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -219 McClung Residence —13210 37 Avenue South Dear Steve: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning and Public Works Departments. At this time, the Fire Department has no comments. Buildine Department: Ken Nelsen, Senior Plans Examiner, at (206) 431 -3677, if you have any questions regarding the attached memo. Plannine Department: Carol Lumb, Planner, at (206) 433 -3661, if you have any questions regarding the attached memo. Public Works Department: Jill Mosqueda, at (206) 431 -2449, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accented throuelt the mail or by a messenjeer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, / Stefama Spencer Permit Technician encl xc: File No. D04 -219 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax. 206 -431 -3665 Z '~ w �U U UU u-. WO }} 9-j u- tn D = a �W Z F- F- O Z F- �5 U� O N o�-- W LU S I- H LL F- ill Z U= O Z .:a.: ,., �. Su= ti.:.+:': hl�... i. �:, 4. r: i.::, �' sa:}.•:. ai..,`; aw „ .tin�l+r:;dYi.<,itA;1...:1 =�W: )'.kA'tai�,rq,`'q'!iL','frd y. .�;y_ �k+ ,Vw� "o�aie'w7.c. Building Division Review Memo Date: July 20, 2004 Project Name: McClung Residence building permit applications Application #: D04 -219 Plan Review: Ken Nelsen, Senior Plans Examiner An initial Building Division plan review has been conducted on the subject permit applications. Only one significant concern was noted during the review. Please address the following comment with revised plans, specifications and /or other applicable documentation. 1. The submitted architectural and foundation plan design, are for a lot with a sloped building area of not greater then 4 to 5 feet. Provide a revised engineered foundation and framing plans to accommodate the much steeper lot specific topography. No further comments at this time. • Page 1 z '~ W o � J 00 N C0 W J � Cn LL w �Q c �. i �w z z O- w UJ o. U ON oI-- W W F� LLo w z CO) O F- z d City � f u T kwila Steven M. Mullet, Mayor Q r Department of Community Development Steve Lancaster, Director . 1908 PLANNING DIVISION COMMENTS DATE: July 23, 2004 CONTACT: Steve McClung RE: D04 -219, McClung Single Family Home ADDRESS: 132XX 37`" Avenue South Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 1. The building footprint on the site plan does not match the building plans submitted. Please revise the site plan to accurately reflect the actual building footprint of the proposed house. 2. Please provide a survey that identifies the exact location of the watercourse channel, the 15 foot buffer area and the 10 foot building setback area. 3. The site is subject to the City's Tree Ordinance (copy enclosed). Please identify any significant trees that are located in steep slope areas that will be cleared to construct the new home. No trees may be removed that are subject to the Tree Ordinance until a Tree Cutting permit has been issued. An application for this permit is also enclosed. Please submit this application as soon as possible. q:\i 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 I z � z �w 00 Cl) 0 C0 LU J F D w 0 L? W = w F— 0 w �5 V0 ON 0 H-. wW F- L O .z w U= oF- z CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Project Name: File #: Review #: Date: Reviewer: McClung Residence 132XX 37 Av S D04 -219 07.01.04 L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews and two inspections. Public Works charges for additional reviews and inspections. 2. PW has the following comments regarding your application: a) All design and construction must meet the City's standards. Find the standards at www.ci.tukwila.wa.us for the Development Guidelines and Design and Construction Standards. Alternatively, purchase the standards for $50 at the Permit Center. b) Site Plans (1) This site is considered a sensitive. All site plans MUST be prepared by a civil engineer, licensed to practice in Washington. (2) Please have the architect and the engineer read the geotechnical report and incorporate the recommendations into the site work. (3) Please have the engineer and the architect review the site plan and the house plans to ensure that they match. (4) The site plans must show the work you actually expect to perform. The house footprint must match the house you expect to put on the lot, including driveways, decks and other such. (5) The engineered site plans must show all utilities, from the connection to the house. Utilities include water, sewer, power, cable, gas, etc. (6) The engineered site plans must reflect the geotechnical recommendations in the Icicle Creek report dated June 30, 2003. (7) The engineered site plans must include at least two cross - sections running east -west, showing existing conditions and Projects /D04 -219 McClung #1 1 z Z �w QQ JU 00 cf) 0 J = � w� 9 u - = w z �. �O z �- w W U 0 N_ I_ wW LL o z .. w U= o '' z proposed changes, including the house, driveway, deck, water, sewer, storm drainage, power, cable, gas, and other such. (8) The site plans MUST include temporary and permanent erosion prevention and sediment control measures. (9) The engineered site plans must show ALL expected work in the right -of -way. The right -of -way work must include expected cut limits and proposed method to repair the pavement. Please refer to attached Bulletins A6. (10) Bulletin 1A, submitted with your application, does not include a fee for pavement mitigation for the right -of -way work. The City considers the pavement in 37 Av S as having 50% remaining life and will calculate pavement mitigation fees using $5.00 per square foot of pavement cut. (11) Your site plan indicates you plan to infiltrate the surface water from the impervious surfaces. This does not match the geotechnical recommendations. You may use the intermittent drainage on the site as the outfall for the roof downspouts, as long as the outfall is located far enough up the rock lined drainage to prevent adverse impacts to the downstream properties. c) For the work in the right -of -way, provide the checked items on Bulletin A4. d) Provide an engineer's estimate, prepared by your engineer for the total cost of construction of public works items. These include grading, surface water, all of the work in the right of way, and erosion prevention and sediment control. Projects /D04 -219 McClung #1 2 z �z W QQ JU 00 ND W_ � wO U. C/) = �w z� �- O z f- w w 5 C3 oC o H- wW LL. z CO O~ z STEVE MCCLUNG P.O. BOX 7426 KENT WA 98042 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D04 -219 13210 37 AM" Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and /or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 -431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 09/19/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Brenda Holt, Permit Coordinator xc: Permit Pile No. D04 -219 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Z �W QQ �. JU UO Cl)O W = H LL. W O WQ U) D =d F- W Z HO Z F- W W ` U O � � H WW U. H F- —0 W Z U= O Z p�rU PERMIT ^� �OORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -219 PROJECT NAME: MCCLUNG RESIDENCE SITE ADDRESS: 1321037 TH AVENUE SOUTH Original Plan Submittal X Response to Correction Letter # 2 Revision # afteribefore permit is issue DEPARTMENTS Building Division ❑ Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete ❑ Comments: DATE: 10 -08 -04 DUE DATE: 10 -12 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7Structural TING: Please Route Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS DUE DATE: 11 -09 -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: PERMIT COORD COPY Documents /routing slip.doc 2 -28.02 Response to Incomplete Letter # 04L ftwo Ib - IZ- ` ❑ Planning Division ❑ Permit Coordinator If z � z �W 2 �U UO N W_ CO W WO U. = a �W z F_ F_ O z F_ W W U ON 0 F_ WW U O . - z W U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -219 DATE: 08 -20 -04 PROJECT NAME: MCCLUNG RESIDENCE SITE ADDRESS: 1321037 TH AVENUE SOUTH Original Plan Submittal X Response to Correction Letter # 1 Revision # afteribefore permit is issued DEP RTMENTS: Vb qd3' °y Building ivis Fire Prevention Public Works �l Structural ot, k . 1 ❑ Planning Division❑ ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 08 -24 -04 TUES /THURS 7"Structural TING: ute Please Ro Review Required REVIEWER'S INITIALS: 0 APPROVALS OR CORRECTIONS Approved Notation: ❑ Approved with Conditions DATE: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: 1'ot3 "D Y Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: _Response to Incomplete Letter # ❑ No further Review Required DATE: DUE DATE; 09 -21 -04 ❑ Not Approved (attach comments) PERMIT COORD COPY Documents /routing sllp,doc 2 -28 -02 z �_- Z �w �0 UO N J = H C0 LL w 9-1 LL c_ = a �w z H F- O z F_ 25 U ON 0 H- wW LL O z W CO O z �d PERMIT COORD CO► . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -219 DATE: 06 -24 -04 PROJECT NAME: MCCLUNG RESIDENCE SITE ADDRESS: - UMW 37 AVENUE SOUTH /";y? j 0 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision #_after /before permit is issued DEPARTMENTS ulding Division L] Fire Prevention [� Planning Division [� Public Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 06 -29 -04 Complete R Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS 7structural ING: Please Route Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: ❑ Approved with Conditions ❑ APPROVALS OR CORRECTIONS Approved Notation: DATE: DUE DATE: 07 -27 -04 Not Approved (attach comments) V REVIEWER'S INITIALS: DATE: Permit Center Use Only �/ CORRECTION LETTER MAILED: 7' z7 -D 7 Departments issued corrections: Bldg [ Fire ❑ Ping �/ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing sllp.doc 2 -28.02 ,�. ._.. � a.�� .. .u�•' .. ' ., ki � +... i n1.� "i;+:xN�_;�i:aii.' §c� �FX ik:.,�1,9Asr. z ~ W 00 CO W J = H CO W w L_ CO = W z� �O z i- w 2� U U)_ 0 F- WW U u. 0 .z W UM H� O z 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 :Mvtivw.ci.tulnvilama.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /0 R—y z '/ Plan Check/Permit Number: ❑ Response to Incomplete Letter # D04 -219 0 ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name McClung Residence Project Address 1321037 th Avenue South Contact Person Steve McClung Phone Number: Summary of Revision: _ -Z t 5 / Z 4- 3 e -r e-, ' P o'!. 1 CJl "- CL20,A S - /0 �� �)L1 ��! S �O �f O.1 (`t!J( l7 De le- 1� U all Gl/ S�I[C!✓Y1 �GJV t ns 1 31 ' Lt 4t-. t-,,J 4:: 0"U . 1 ✓ w q I,.^ �i'Le e�e4.F�� 7, rr� 2 — o C� ceevv,--� � --r e> 1-10 132 3 C-�, �� : -- e'rk W'O Sri d ..eJ ✓` L7 •'' ` t' � � St'.'7 !� r [%. � -,'k L J rir yOF T1 JKwn n O C T 0 8 2004 Sheet Number(s): ER "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: d Entered in Permits Plus on 1 WO bl pplications forms - applications on Ime evision submittal Created: 8 -13 -2004 Revised: Z iF- Z W Q� JU UO N0. CO W J = F— T LL WO LLQ �D =a �W �O w LLJ D0 U O- 0 F— WW �P LL' O .Z W CO O Z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 W t 1741. V41:1 7 I M1 ti. i t ' i .. 1 ,,, x 1 t t� r , 3' t�.� f 1t•� t + r ,e r r r ': , hJl��S ! ��w /SFi►„J1V aJ1 �.a',L�, / 4 • 3 y , s ✓..;ucx r. a.v r . m �.. , .•.Cr, �c �.',.•r_ l t.,r� ..r Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ' y Plan Check/Permit Number D04 -219 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 9 q � Project Address 1321037 TH AVENUE SOUTH � Summary of Revision: 1 SheetNumber(s): 15Zile Cotoec ffC'T A 1'Tkcu A "Cloud" or highlight all areas of revision including date of revision S �� I S 1.1 s S 3 $ b 1, S D2 Received at the City of Tukwila Permit Center by: SY0 Entered in Sierra on �20`dy 07/27/04 nM.: -: '.�." :.a *: . ;x.; .i,...t..� +. ?:: b :ne;:..:.i:...' w L':.wi,V:.�.wf:.:�}`�. '� iil'' :i5s::.v •R.:rc: . .rr,aw..e..i. waw• ay.+. 'bi7t;:+!tS§ia"x'� "' z �z �w u� D UO 0 CO W LU F- WL WO 9-J LL Q co D = �w z F- O z F- WW U ON 0 F- WW �z ui U= ~O _ z LA l.� �L C�MrM,r.1s t. 2 2A . z i3 1 - tl , 2c.,2 Contact Person Steve McClung Phone Number "Z O.G 39.903'f J1 , Ai+141k . CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd,, Sulte 100 Tukwila, WA 98188 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district ITO PERMIT NO,: - Alf n Ms. � ' 11 11 tf r �� "n7n�f d .. t t 41ttW ra k - ....�:w ,- �.�nns rnwwm. ^a rn .wm.r- i. vrr a,° • r-. c a m:an...o: r4e -...- ... .5.. •......:- „.. -. ,,�.. .. _. .. ,, .. ....w .. .. .. ...... _._..__� ._. __ - Site address (g)tap and description showing hydrant location and size of 132” s - 7 G A 1cz 7�- 7 06 60_ z _ Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is f S ft. ` Area is served b ter Utility District)' ld -li�, 1"), C, /- Name: name: Address: 3 Z t' I CJ Address: Phone: z sr3 Z , - v - - 1 / 1 � z Phone: This certificate is for the purposes of: crry , FEIVc m Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other owner /Agent 5ignature The proposed project is within re Permit CenterlBuilding Division: 206. 431-3670 - Public Works Department: 206- 433 -0179 Planning Division: 206 -431 -3670 C - / � � Date 3, The Improvements required to upgrade the water system to bring It Into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection conhoI requirements: (Use separate sheet it more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of / J L gpm at 20 psi residual for a duration of 2 hours at a velocity of 1.3 fps as documented by the attached calculations. 5. Waler va'lability: - Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements In Item B -2 are met. ❑ S y sto rn, In not cap a of provid sc, ilccc to this project. I hereby certify that the above information is true and correct. I V 0 WA V) A Agency/ hone B ZL 2 �2 7 Y Date Ke y(vG�` This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." •Z y r�n.:" J^ . °. � ii � 6!% » f' + A r{ i �.�"..... .a �a r, r n• ...:.. •• �".:." �:::'..'.r:':. TM ,':. �:'. �:". �:. ...... ........_..._...._r...».... -�.. - ..----------....,..:,--....-, �- A...�.- ...___.•_.___..,...... .... '� Z Z �W QQ W 00 CO W = CO LL w 9-1 L� C = W H Z �. f— O Z H W w U O- o l— W F- ti. O Z W CO O Z 2. EiKoImprovements required. f ATTACHMENT TO ,6 � CERTIFICATE OF WATER AVAILABILITY Z KING COUNTY WATER DISTRICT NO. 125 z The following terms and conditions apply to the attached Certificate of 'Availability JU 0 0 C'Certificate!'). w w = l 1. This Certificate of Water Availability is valid only for the real property referenced f ATTACHMENT TO ,6 � CERTIFICATE OF WATER AVAILABILITY Z KING COUNTY WATER DISTRICT NO. 125 z The following terms and conditions apply to the attached Certificate of 'Availability JU 0 0 C'Certificate!'). w w = J H 1. This Certificate of Water Availability is valid only for the real property referenced S2 o herein for the sole purpose of submission ission to the City oPf "It "City "). This Certificate is 2 � issued at the request of the City, and is not assignable or transferable to any other party. Further, 9 a no third person or party shall have any rights hereunder whether by agency or as a third party co beneficiary or otherwise. CY w Z 2. The District makes no representations, express or implied, that the applicant will F-- O be able to obtain the necessary permits, approvals,. and authorizations from the City or any other UJ LU applicable land use jurisdiction or governmental agency necessary before applicant can utilize o the utility service which is the subject of this Certificate. o co o� 3. As of the date of the issuance of this Certificate, the District has water available to z v provide utility service to the real property which is the subject of this Certificate, and the utility „ o systems exist or may be extended by the applicant to provide service to such property. However, — Z the issuance of this Certificate creates no contractual relationship between the District and the v co applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property z at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all federal, state, and District laws, ordinances, policies and regulations in effect at the time of such application for utility service, including conservation, water restrictions, and other policies and regulations then in effect. Applic& District Date �' Date (0/9 a 16 � ® Certificate of Sewer Availability OR 14816 Mllltsry Road South P.O. Box "50 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 ❑ Certificate of Sewer Non - Availability Part A: • Be Completed by • • Purpose of Certificate: 12 Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 3 Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: S C /��c C1 v Phone: � 5 . 63 -- S IC I Property Address or Approximate Location: Tax Lot Number: Legal Description(Attach Map and Legal Description if necessary): CfTy nFTI V "KWl A J UN 2 4 2 004 PERM r ciwrE Part B: (To Be Completed by Sewer Agency) 1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ® (3) other (describe): r u6 a,, e� � s rrle- S Q w e-e 0 crr1 C 1^� f n 2. (Must be completed if 1.b above is checked) a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ 9>0 •— a . District Connection Charges due prior to connection: GFC: $ RS a O-L SFC: $ l %Q oo UNIT: $ TOTAL: $ (Subject to Change on January 1 st) King County/METRO Capacity Charge: Currently, $1867.54 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: 51 Required ❑ Maybe Required c. Other: I nth ) certify that the above sewer agency information is true. This certification shall be valid for one year frdate of signature. 1 By Title Date DoqopZlf �� ......wercW 57 MV�a^ �4�AI• im^ AdMM! iP�fWJM9# �M�rtst=. N'. �SSwtt�. b�* �} I: �n� .Wtk�7an N.....pw;r ....,,.�.� �,� ...�� � rt t �� "•+', ��S��4Lt f� Z �z W QQ 0 J UO Cl) C0 W J = H N W WO 9-1 co) :D = �w z f- w� �5 U� O� 0 E- Ww �O Z w co O Z n ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ("District ") Certificate of Sewer Availability/Non- Availability ("Certificate"). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the-District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. 1 acknowl that 1 have received the Certificate of Sewer Availability/Non Availability and this Attach t, nd fully�nWrstand the terms and conditions herein. Applicant's S 8953910011270798.0115SY601!.DOC (1/26/04) -1- Date :..r........:... _;<::,....,. �,..: w:..: a.. d; a.¢ n;,: a :..;,ea,a�:��,.rs;,arsn...:.:., v ».....•1.:;..�rsa,:.•.�.,::, :,ke - "�fi'a/. ..ivtL 6,iL fir.. rsn:it:.L.ltd.v +..::u:i.i:v::.4:af' K: w '4�.a.'xJr.a....,.x.,uwi ✓a:.s..... a.M mew Z ;= z �w QQ JU UO Co CO W J = H S2 U_ w 5 �j - = w Z F. f- o w U� Uj ON 0H w 1— u. O Z C0 O Z r+ E10 E12 SEC 15, T 23, R (TOP HALF OF NW 4 1 4) % RVWAFCA&7M?6VY1X W r .�. - ° 5EWER DITRIcr E Z 0 UO cn W J FF- N LL WO J LL W = W I— _ Z F- F- O Z F— 25 D0 U O- O F— Ww F- 0 Z W U= O Z (625.052- 000. (8/97) DEPA,7NIENT OF LABOR AND TNDUSTRIFA REGISTERED AS PROVIDED BY LAW AS CON , ST CONT GENERAL EXP. :DATE:, CC0-1-'- SLMCOI:*985L4. 06/24/2006 EFFECTIVE DATE 06/24/2002 S L M CONSTRUCTION INC 'PO BOX 7426 KENT WA 98042-0043 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW ASI CONST-CONT GENERAL # EXP. DATE 0001 SLMCOI*985L4 06/24/2006 EFFECTIVE DATE 06/24/2002 S L M CONSTRUCTION INC'.* PO BOX 7426 KENT WA Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold 0/r�%pot oo- r , 0 J1j# 2 4 oki;Z4 -OZ-Oftr Aaw c / F � z J.- Z' oC w 2 0: 0 O 0 . co LU LU T U-� w 0 U- CO Cy. LU 0 z �— W UJ 5 Cf)' Uj w 0 Z. w (f) 0 z f Y 2 0 .] , r , a i i r i i r i r �i I a f' 1 1 , y 1 i, , , t4%3 momm Ok r !1 t) jj f f f l I A 1 f 1 1 F (A CL CD tTj ON" A e 0 Cy r 0 Ind g tid d L r _____ I� 8 0 N Vol" A lea 442 N� r W I' H - _ u - r POW l . ••! ��! !l�sl�w��/Nlw�w /..ww�./��wrwwww S• . V , r i Cy lid S b Cy M a 1� Mme+ • Mme+ 1 0 V� a 0 0 0 0 r CD o �z 0 O ' l :! to to Z It" to > 8 5; lid �� g 0 o � b 4 ���rbbb o�� m g z zz rer � r"rzxt9[m �, ddds��� xpOxt:fx dd dy��lJVV� 80 pp PO 00 x z W 8 r xx z � W Ono x x x r4 � Licensed For One Time Use I . I' Ell A vs. y �' �, N your c�omt�&e liome p &nning resource 14 11 ST pith street. 4 y S (4-?S ) 641 - ?20 MX (41 S) 6 4 1- 253 18 18 '�7 w v e c� 1 0d OMEN& 4 t �iL fill Sold To: SLM Construction Customized Plan CIA c� c� e 0 0 Plan # 02151.05 37th Ave S. Tukwila, WA THIS DRAWING IS CQ COPYRIGHTED 2004 KAPPLER ARCHITECTS, P.S. ALL RIGHTS RESERVE k r t A, a 3$,. ly I � 2 'r N J A I i i 1 I 1 i ti 1 i I r 1 1 1 t �r , f` i� i� 1• i ;r���t9 a �S,�p' � •>> � Dx °� 1 �� d �iey loteit�te �3'6ce@ e ir4 t��liJJ� ot�,��..l�g,!! i!I• tSi � �� e�asi �� ��i Sg�r� d �s y� ?ia �� � ��`� $ B �" g � ,!` °fits ��I «. � d �c��,8�e• , e �1 -� � sa RBHt `•i 6 s" R, �te�1,i��E fl� :$� 4�� � Its i e} a �� All q� 3� tj [I�i,�� r o il �P 4 ' ¢ R 7 I� 4 a i lei ar vp dif dT � r..` ,a s,f 1 tj �di�f ������ o w rr !�'� t��(� s� �Ro g �•� � ° �o�� s s� �'4�� $ � � $� dirt E � Ffg} � § if ko A. a 0 0 � a a .�� a,f� ~�a,�a �j �t �����1 � t p Y1- 1e , p s � � v 4 ���� �� s 4 4 i 4 �� 4 t �� 1 } §_ ►_ 3_; �a or 5,� %p Ab � i' �'� 3 ' . 1 3 E�'� � ° � � ��7' ��� Irk a egg ato i S� or t�P:' flow -9 ' I a f it , b rrl h' KAPPLER ARCHITECTS. I n your e•m plke home p4 mnitW resource �•• ^ t,j,jfj ST t6th Street. fNIJ Bellevue, -4 98007 (4 ?5) 641 53 4 far` y (425 6.4 5 ?I8 STANDARD CODE NOTES THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. Q COPYRIGHT 2004 KAPPLER ARCHITECTS, P.S. ALL RIGHTS RESERVED I� • 3O OUT SLAB FOR PLl!< S. 4 ELEC. -A SIZE AND LOCATION PRIOR TO GC�TRUCTION. ---- - � �F =e L Aw 1,. ms t � _ 2t (A A7; i A, y FOUNDATION /LOWER FLOOR PLAN �� v .. � .. - _ -� __ _ �- _ -. _. _ _ - _ __ .- �.... •_ �, .s -a.w ... �- �► -: -- - - - .........r_ .._ , ram.- ..�PFL.�e - � - -•.r. .. �• _ _ -' __ _ - E GENERAL FRAMING NOTES I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3 SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TPL455 PLAN SHOUN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 51-EET A - - TRUSS LOADING SEE DIv. 010001A SHEET A -1 _ TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMNG SPACING, 24' oz. U.N.O. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 7. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4x10 OF 6 2 UN.O. PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRII'OMER STUDS OVER 4' -0' VN.O. SEE DIV. 06100 SHEET A -1 FOUNDATION KEYNOTES r SYMBOLS k LEGEND � �� PDINT GOAD �C7'" d130VE POW — OAD =RO" A v «i✓ LOA0*4G 6 IPp#vT _O.r.�. 004N 1g POW ..G• Z> DOWN ii-W LO•COQCs L � I�_34" C� 5'R.4P J'» S ZE 'vow `,? 19E .XJiED Obi R NE6.0 i STaor — F�ORrIC,>tv�.�., STRAP J�+ S.� : �IESsC�►'� MO1C.A' M 9W-A"? *4C4DdM W"IMM AM ft I � I CONCRETE STEM WALL 8' WIDE WITH MN. 15'xl' -1 FOOT 1NG. SEE DETAILS FOR ADDITIONAL MFORMAT ION. SEE DIV. 3 SHEET A -1 STEM WALL 6' WIDE WITH MM. 12'x6' y� Q CONCRETE FOOTING. SEE DETAILS FOR ADDITIONAL '1 - V 1r MFORMAT ION. Cis SEE DIV. 3 SWEET A -1 -\ ~ � CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, W/ 6x6 W1.4xUA IUIF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR r � PROVIDE THICKENED EDGE AT DOOR ~ fA SEE DIV. 3 514EET A - Q Lu = 6x6 POST ON CB66. 1' ABOVE SLAB ON 41) 36'x36'x8' MAT FOOTNG ON SOLID SUBSTRATE No W/(4) 0 4 BAR EACH WAY. M LLI SEE Div. 3 SHEET A -I rA � CRAM SPACE VENT. SEE CALCULATION BELOW. -5 SEE DIV_ 1 SHEET A -1 V _ ALL CRIPPLE WALLS ARE 2 x& OR 3x4 0 16' oz. Q H 004 U.N.O. 14' MIN STUD LENGTH PER UBC ° �qr SEE D!V. 6 SHEET A -1 w � 2 4x10 BEAM LINE. MIN. I' CLEARANCE FROM rA -� CONCRETE AT END OF BEAMS p y P SEE DIV. 6 SHEET A -1 -g 4x4 PRESSURE TREATED POST (SCAB POST AND O o U) BEAM WITH 2x4) ON 30° N ° FELT ON MAT FOOTG UNA. PROVIDE 4x6 POST • BEAM SPLICE s POSITIVE VE -ONNECTION FROM POST TO FOOTING. PER DETAIL I6/DI. SEE DIV. 6 SWEET A - O � 6 MIL SLACK POLYETHYLENE GROUND COVER M�1 ON GRADE. -1 � SEE DIV. SHEET A -1 V ELECTRICAL SERVICE: FP - PROVIDE (1) 2 1/2' SCWEDULE 80 PvC F— C CINDIUIT FOR ELECTRICAL SERVICE V AND (1) 5/8'x20' LONG CsALVANIZED ROD FOR ELECTRICAL GROUVDNG. +� SEE: DIV_ I6 AND VERIFY W✓ SITE CONDITIONS _ I I BLOCK OUT IN STEM WALL FOR DOORS, WVAC, ETC. AS REQUIRED FP - 18 CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 01 22 SHEET A -122 FP - PRES BLOCKW.2 OF SAME SIZE AS ADJACENT JOIST. FP -14 24'724'X'!' MAT FOOTNG ON SOL ID SUBSTRATE ;ik (2) 0 4 BAR EACH WAY OR 12'Xl' STRIP FOOTNG PER DETAIL 16/D1 _ 30'X30OX'T' MAT FOOTNG ON SOLID S4 �'fRATE W/ (2) 0 4 BAR EAC 4 WAY OR 15'Xlm STRIP FOOTNG PER DETAIL * /D1. FP - 16 36'X36'Xt2' MAT FOOTING ON SOLID SUBSTRATE Ilk (2) 0 4 BAR EACH WAY FP- R STUB $M-EL 12' WtO SLAB 0 12 •oc JOIST �J FLOOR SEE DIV. 6 SHEET A -1 FP _ 19 4x8 BEAM LINE, ` ID BLOC K NG BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -1 Fl= PROVIDE SOLID BLOCKNG TWRI U JOIST SYSTEM TO PROVIDE SAM AREA OF BEAM SUPPORT AS ABOVE AND BELOW WE DIV S -ii F � � i � ".N. 'a FR AT END OF BEAMS FFa -22 EXTEND PIER MIN 18' BELOW 5URROUNDNG GRADE FP -23 : 3- DIAr*TER STEEL POST -111 -24 E GE OF CONCRETE r SYMBOLS k LEGEND � �� PDINT GOAD �C7'" d130VE POW — OAD =RO" A v «i✓ LOA0*4G 6 IPp#vT _O.r.�. 004N 1g POW ..G• Z> DOWN ii-W LO•COQCs L � I�_34" C� 5'R.4P J'» S ZE 'vow `,? 19E .XJiED Obi R NE6.0 i STaor — F�ORrIC,>tv�.�., STRAP J�+ S.� : �IESsC�►'� MO1C.A' M 9W-A"? *4C4DdM W"IMM AM ft I � I im ":: ..o. SfARTUGG M: 11111=1111115 A2.11 on Gai" r Is 41 a. LLj y w w W y� .� '1 - V 1r Cis Z -\ ~ � r � ~ fA Q Lu = 41) � No M LLI � y S Q H 004 ° �qr 2 rA p y P �' w✓ o U) Z � Q M F— im ":: ..o. SfARTUGG M: 11111=1111115 A2.11 on Gai" r Is 41 a. y w i y� .� '1 - V 1r W Z -\ ~ �qr �t im ":: ..o. SfARTUGG M: 11111=1111115 A2.11 on Gai" r Is 41 • Ll R j MAIN FLOOR FRAMING PLAN s.rl. Emu -0 ► If GENERAL FRAMING NOTES 1. SEE COZIER SHEE FOR ALL GENERAL NOTES AND REQU IRETIENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR A.L.I. NOTES AND RE=IREMENTS CONCERNING MECHANICAL, PLUMPING, AND ELECTRICAL. 4. TRUSS DESIGN BY MAMUF. TRUSS PLAN SH� 19 FOR GENERAL. LAYOUT ONLY SEE D IV. 6100 SHEE A -1 - TRUSB LOAD NG SEE Dlv. 0100O1A SHEET A - 1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN S. ROOF FRAMWS SPACING. 24' o.c. UN.O. &. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PL AAc 9. ALL HEADERS ARE 4x10 OF «2 U.N.O. PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN ARID (2) TRIMMER STUDS OVER 4'-0 UN.O. SEE DIV. 06100 SWEET A -1 OIST ARE: rwoc �r - 1 ft FRAMING PLAN KEYNOTES F -! BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE D I V.15 SHEET A -1 F - RAKED PONY WALL ON TOP OF LOWER ROOF FRAMNG MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. F - ALIGN EDGE OF JOIST WITH FACE OF WALL Q F -4 ALIGN NSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL �] F - UPSE - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVIE JOISTS F - � TOP OF BEAM IS FLUSW WITH BOTTOM OF JOIST WITH NO TOP PLATE- CUT ADJACENT FRAMING M 7"IBERS INTO BEAM FOR ADEQUATE SUPPORT. Q F- ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET A-1 FLOOR JOIST - SEE SCHEDULE DWG. F -g SEE Div. 06100 SWEET A -1 SEE ELE YATIONS AND SECTIONS FOR F -9 PLATE WEIGHT F -!0 PRESSURE BLOC.IUNG SEE DI 06100 SWEET A -1 F -11 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS F - TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS F - � TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS D 0W BELOW JOISTS F - 2x& O VRFRAMING 0 24' OC. PROVIDE 2x6 STRONGEIACK PlA?LIKS AND 2x KICKERS AT V-0* oc TO TRUSSES BELOW. F -15 2X6 CEILING JOISTS • 24' OC r / W w oc J J Q Cri U w Q 2 � U � Q nl w a � g N a � •8 �o V U co Z Q M r L 0 11A d :01 1 i u � H V 1 u o 4D o�N Op b 0 H� y � t P : j rn aC_4� V W w oc J J Q Cri U w Q 2 � U � Q nl w a � g N a � •8 �o V U co Z Q M r L 0 11A d :01 1 'l• u � H V 1 u o 4D o�N Op b 0 H� y � t P : j rn V W w oc J J Q Cri U w Q 2 � U � Q nl w a � g N a � •8 �o V U co Z Q M r SYMBOLS 3 LEGEND Q PCN' -OAD RZOM ABOVE 6 POINT .DAD FROG" ABOVE rN i.OAD QCs ® J POIh �. DOu1� _cA.; 704114 ,w . �a r i"" 1 D IV, < CEER 4� �, Lolll� t► �I4'Ci� 5'R.dP J'» S ZE DE5oGkA A A&. S'WAP L-) JOB "Q: soom sum M -- Gomm SHEE • Ll 0 .46 L 1 'l• v V 1 _ Op y � t SYMBOLS 3 LEGEND Q PCN' -OAD RZOM ABOVE 6 POINT .DAD FROG" ABOVE rN i.OAD QCs ® J POIh �. DOu1� _cA.; 704114 ,w . �a r i"" 1 D IV, < CEER 4� �, Lolll� t► �I4'Ci� 5'R.dP J'» S ZE DE5oGkA A A&. S'WAP L-) JOB "Q: soom sum M -- Gomm SHEE • Ll 0 .46 GLAZING CALCULATION TOTAL SF OF HOME 3223 SF TOTAL SF OF GLAZING 406.62 SF TOTAL % OF GLAZING 7.4 1 SF. 15 CALCULATED U51NCs THE REQUIREMENTS SET FORTH IN THE WASWINGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOC S 'O SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE L L- ou), ' DBL. SINK -- ap KftChen in I VINYL r� • 36 ' W.44 1ZXW Deck WOOD DE NG V-3 1/2 0' H I �I •0 ! r - n RR L _ - - -u 1 1r1' I �---- - - - - -- �r 3' -0' s 113' -4 Dme WAL LIFE ABOVE - -- - - - -- �P Uvino 1 1 JA _c' A7� -cl CoveMd J ! -12 (5) 1 ss ! �I P -12 SYMBOLS AND LEGEND Q FAN- DIRECT VENT TO OUTSIDE aQ I I - BATHROOMS /LAUNDRY 50 CFM MIN SY STEM FOR UNITS: PE DIV, 15,16 SEE SWEET Al - KITCHEN 100 CFM MIN. SUPPORT'1NO STRUCTURE A k:)% E FROM MUD SILL z U.1 � FURN WW ® WHOLE HOt.l°vE EXHAUST FAN CONNECTED F ,_ 2 A 24 HOUR TIMER - 100 CFM MIN., VTO M A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FRO W O N r OUTSIDE TO RETURN AIR PLENLIl I AT R,Q1ACE r THER'1OSTAT • 50' ABOVE FLOOR F Dme WAL LIFE ABOVE - -- - - - -- �P Uvino 1 1 JA _c' A7� -cl CoveMd J ! -12 (5) 1 ss ! �I P -12 b' -11/2' 2' -0' I 4' -0' I I I I 5' -5 I /2' FarnR'y CARPET SYMBOLS AND LEGEND Q FAN- DIRECT VENT TO OUTSIDE MECHANICAL, PLUMBINCs, AND ELECTRICAL I I - BATHROOMS /LAUNDRY 50 CFM MIN SY STEM FOR UNITS: PE DIV, 15,16 SEE SWEET Al - KITCHEN 100 CFM MIN. SUPPORT'1NO STRUCTURE A k:)% E FROM MUD SILL z U.1 -U"XE HOUSE FAN 00 CFM MIN. VTOS FURN WW ® WHOLE HOt.l°vE EXHAUST FAN CONNECTED F ,_ 2 A 24 HOUR TIMER - 100 CFM MIN., VTO M A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FRO W O N TO BE TIGHT FITTING SEE DIV. COIN-% SHEET A -1 OUTSIDE TO RETURN AIR PLENLIl I AT R,Q1ACE [] THER'1OSTAT • 50' ABOVE FLOOR WIT" MOTORIZED FLOW DAMPERS. _3 AND DETAIL 12/D2. B. PROVIDE THERMAL EXPANSION TANK AT WATER Q 110v SMOKE DETECTOR PER UBC NEATER. *900 �..► WITH BATTERY BACKUP INTERCONNECTED C. STRAP WATER HEATER TO FRAMING AT TOP AND cq I -, 1 BOTTOM. PER UPC SEC. 6085 4 UMC SEC. 303.4 (� 24 HOUR TIMER TO WHOLE HOUSE FAN D. PROVIDE PRESSURE RELIEF LINE ~ MAX. CROSS SECTION DIMENSION AND 1 1/2' PLUMBED TO OUTSIDE. b' -11/2' 2' -0' I 4' -0' I I I I 5' -5 I /2' FarnR'y CARPET +� PEDESTAL '� ' n P - sw P -12 � ? FL" — _ A \/ VINYL 0 L - \ - �� F\ I T P -12 ?6 F- W-2 ! oi\ I .n + 0� i -- - - - - - -- - - - - - -- 7 WALL LIi�E ABOVE P - 50 P IS =r i P- i2 J N E� 'TILE I Cj 4p Garage CC�1C P -+ C� r i-4 sz! v in iv 4 T � I f r i n I i ------------------------- P:a — i lo0 loso 1 t l MAIN FLOOR PLAN so" 0"-4r I _ P -4 Nook VINYL • [: GENERAL PLAN NOTES 1. SEE COVER SWEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERICsY AND AIR QUAILITY INFORMATION SEE DIV. 11 SHEET A -1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIv. a SWEET A - 1 4. SEE TYPICAL MATERIALS LIST ON SECTION 5WE ET 5. SEE COVER SWEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. F . FLOOR PLAN KEYNOTES I I I I I I 1 01 � I I P- APPLY ( 1) LAYER 5/8' TYPE 'X' G.IUJB. TO ALL I I CE IL 1NG JOISTS, WALLS, POSTS AND BEAMS w w SUPPORT'1NO STRUCTURE A k:)% E FROM MUD SILL z U.1 TO ROOF SWEATWWs. APPLY (2) LAYERS OF 5/8' cr 1 J 11 � SEE DIV. 010025 SHEET A -1. F ,_ 2 . W O N TO BE TIGHT FITTING SEE DIV. COIN-% SHEET A -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 _3 AND DETAIL 12/D2. n 9' -I 1R' A. WEADROOM MIN. V-8 WIDTH MIN. 3' -0'. I *900 �..► B. TREADS 10' MIN. DEPTH, RISERS 8' MAX. WT. cq I -, 1 r� +� PEDESTAL '� ' n P - sw P -12 � ? FL" — _ A \/ VINYL 0 L - \ - �� F\ I T P -12 ?6 F- W-2 ! oi\ I .n + 0� i -- - - - - - -- - - - - - -- 7 WALL LIi�E ABOVE P - 50 P IS =r i P- i2 J N E� 'TILE I Cj 4p Garage CC�1C P -+ C� r i-4 sz! v in iv 4 T � I f r i n I i ------------------------- P:a — i lo0 loso 1 t l MAIN FLOOR PLAN so" 0"-4r I _ P -4 Nook VINYL • [: GENERAL PLAN NOTES 1. SEE COVER SWEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERICsY AND AIR QUAILITY INFORMATION SEE DIV. 11 SHEET A -1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIv. a SWEET A - 1 4. SEE TYPICAL MATERIALS LIST ON SECTION 5WE ET 5. SEE COVER SWEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. F . FLOOR PLAN KEYNOTES I OCCUPANC SEPARATION: cn Z P- APPLY ( 1) LAYER 5/8' TYPE 'X' G.IUJB. TO ALL CE IL 1NG JOISTS, WALLS, POSTS AND BEAMS w w SUPPORT'1NO STRUCTURE A k:)% E FROM MUD SILL z U.1 TO ROOF SWEATWWs. APPLY (2) LAYERS OF 5/8' cr TYPE 'X' GJU.B. TO TRESSES AND TJI FLOOR JOISTS. SEE DIV. 010025 SHEET A -1. F ,_ 2 1 3/8' MIN. SOLID CORE DOOR WITH SELF CLOSER W O N TO BE TIGHT FITTING SEE DIV. COIN-% SHEET A -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 _3 AND DETAIL 12/D2. �� A. WEADROOM MIN. V-8 WIDTH MIN. 3' -0'. Q *900 �..► B. TREADS 10' MIN. DEPTH, RISERS 8' MAX. WT. C. HANDRAIL MN. 34 TO MAX 38' ABOVE r� TREAD NOSING. HANDRAIL 1 1/2' MIN. TO 2' ~ MAX. CROSS SECTION DIMENSION AND 1 1/2' Q MIN. CLEAR FROM WALL, RETURN RAIL ENDS. = p D. INSTALL FIRE BLOCKING AT STRINGERS TOP V4 AND BOTTOM AND ADJACENT WALL(S). '0 tQ E. COVER USABLE SPACE UNDER STAIR W/ 5/8' I I TYPE 'X' ".5. (2) LAYERS * CEILING AREAS. I F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 01002b SWEET A -1. V P - 4 SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOUIS WITHIN 18' OF FLOOR Q as B. WIND01 * WITHIN A 24' ARC OF DOORS ° o N ova C. WINDOWS AT TUBS AND SHOWERS V D. GLAZING M DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAI +� SEE DIV 08800 SWEE A O EGRESS WINDOW PER UBC, SECTION 310.4 P - � SEE DIV. 08600 SHEET A-1 P I3NITER„5 FOR GAS FIRED APPLIANCES IN O -b G GARAGE TO BE IS' MIN, ABOVE TOP OF SLAB. SEE DIV. IS SHEET A -1 P COYER WALLS ADJACENT TO TUBS AND O - � SWOUER5 WITH NON-AB6ORf5ENT MATERIAL TO 10' ABOVE DRAM INLETS. SEE DIV. 09250 SWEET A -1 V P_8 (2) LAYERS OF FLOOR SHEATHMCs OVER FRAMING. Q P -9 8' MAX. R SER WITI 110' MIN. RLN IF MORE THAN (3) FUSERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SWEET A -1 M P 18 "x24' CRAW_ SPACE ACCESS. D45ULATE AND -10 WEATHER STRIP. SEE DIV. 010021 SKEET A -1 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD P - 11 CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 0100'2.1 SWEET A -1 P - 12 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LSE BELOW P FIREPLACE ASGEMBL Y NOTES: -15 A. DIRECT VENT FIREPLACES, INSTALL PER MFCs. C:IFICATI SHALL C- ONFORM TO UBC REQUI ENTS. SEE DIV. 010028 SWEET A - B. ZERO CLEARANCE F IREF LACE SMALL CONFORM TO UBC REGUIREMEN I S. SEE DIV_ 01002E SWEET A -1 C. 4-EARTH SMALL CONFORM TO ueC REQLI�`1ENT. SEE DIV. 0 9MAII AND 9 SHEET A -? C. - WESTOP OPENWjS ARIOIOC) PEWTRATIOALS AT E,4C44 FLOOR PER U.B. SECTION 114. P _ t SEE SITE PLAN FUR EXTENT OF WALKS AND C RI NIEWAY5 3 ' D I AMETER STEEL POST P I 36 GLLARDRAIL PER UBC 509 -18 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSE. t9 15 VENT FOR *'ECI.IAXICAL_ P CLEARANCE ALL SIDES PER UBC SEE DIV. 15 SWEE" A - =L-'4114 SI•ELF _ -, DER AND LOUER &-MEN CASOCTS c 50 *4T AREA INTEGRATED MA : E UP AMR 2x6 5'LDS Wr R - w.4x.LA -Oh r�+Il�;. SQ UARE FOOTAGE MAIN R 1169 SF UPPER FLOOR 919 SF ASEMENT 105 SF 7�1'A►L 3223 SF GARjWE 506 SF DRM / PATIO 100/31 SF GQWA E w0a" A # _S -c -'66 ou'r 10E ItAlm OF ISTAM Am " VNB M !'iAMS •ENO AIE �� N C�Q�/►Ti�Q�. . � r r o. zz 1 cf. t" Ems+ c. P I E �C Wk �" Op 4 c; 4 lq,- strrrnro wa : � 1 A3 cn Z 4< I w w z U.1 cr W O N m �� Q *900 �..► a r� ~ m Q = p V4 U a '0 tQ I I I I I o. zz 1 cf. t" Ems+ c. P I E �C Wk �" Op 4 c; 4 lq,- strrrnro wa : � 1 A3 4< O w w w cr W O N J �� Q *900 �..► a r� ~ � Q = p V4 U a V tQ cV u y Q as ° o N ova ° c O � � 0 U Z 4+ � O M co o. zz 1 cf. t" Ems+ c. P I E �C Wk �" Op 4 c; 4 lq,- strrrnro wa : � 1 A3 A UPPER FLOOR /LOWER ROOF FRAMING PLAN !r Rw.W -- I. SEE COVER SWEET FOR ALL GENERAL NOTES AND REQUIREMENTS 2. SEE TYPICAL MATERIALS LIST ON SECTION SWEET 3. SEE COVERSWEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING. AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN °.IWOUJN 15 FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SWEET A -1 - TRUSS LOAD NG SEE DIV. 010001.A SWEET A -i - TRUSS SPAN PER FLOOR PLANS • TIGIU" TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMNG SPACING, 24' oc. UN.O. &. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. g, ALL HEADERS ARE 4x10 DF •I UJV.O. PROVIDE (1) TRIMPIIER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' - 0' U.N.O. SEE DIV. 06 SHEET A -1 F -8 ALL FLOOR JOIST ARE: 11 -1/8' T J I PRO We AT 16' oc VERIFY UJ/ t 1FG LAYOUT. SEE DIV. 06100 GENERAL FRAMING NOTES J 1 r RAFTER tW S JOISTS 024'oc SYMBOLS Ac LEGEND c =VW _O.%D FROG a F=004- -OA.. i POW .C 7QiN W/ CAD V-oG r P00 ..CAC 5"w KKR � � . � FOL DCaV� ..ice•• SZ DES�CC�"JN e x `C BE JSW Ck 0 L0011t aELO& — WORZOhCA. ',S'RAP 4" &M oE5jG%AT'<Oh v 0410EXED NUPINI R FRAMING PLAN KEYNOTES F- ( BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR WVAC DUCTING. SEE DIV.15 SWEET A -1 F RACKED PONY WALL ON TOP OF LOUr=R ROOF - � FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMNG MEMBERS. F -3 ALIGN EDGE OF JOIST WITH FACE OF WALL F ALIGN INSIDE FACE OF SEAM WITH OUTSIDE -4 FACE OF WALL C� UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF -g JOI AND TOP OF BEAM EXTENDS UP ABOVE JOISTS m�� TOP OF BEAM 15 FLUSW WITH BOTTOM OF Q F - 6 JOIST WITH NO TOP PLATE. CUT ADJACENT FRAI" ING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ,V SPACE VENT Q ATTIC SEE CALCiLLATION SEE DIV. 01002 SWEET A -1 L ['� I FLOOR JOIST - SEE DWG. F -8 SEE DIV. 06100 ;SHEET A -1 V F -9 SEE ELEVATIONS AND SECTt0N5 FOR PLATE WEKsWT O D PRESS F - aLOcKNG SEE DIV. 06100 SWEE A -1 O F F LUS14 - BOTTOM OF BEAM EVEN W/ BOTTOM -11 OF JOISTS TOP OF BEAM FLUSW W/ TOP OF JOIST AND BEAM F - 12 EXTENDS D0tW BELOW JOISTS V F -13 TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR NVAC OVER BEAI'°'f AND BEAM Eat"=S � DOWN BELOW JOISTS F -14 FF-14 2x6 OVERFRAMNG 0 24' OC. PROVIDE 2x6 •�•y S PURL" AND 2x KICKERS AT 6' -0' oc TO TRUSSES BELOW. E 2X6 CEILINCs JOISTS * 24' OC ROOF VENT CALCULATION &*Am on ca r ow Horse ma vEm @Low ROOF VENT CALCS BASED ON UBC SECTION S 3 TOTAL ROOF AREA 1 SFfM .3 SF OF VENT AREA RE 5o x AT SAVE - 5 SF REQUIRED 50 �t 0 36' (MN) ABOVE SAVE - 7 .SF REQUIRED 8 ROOF JACKS AT 50 SGT. N - EAC+-I - SQ iK- I� 8F 1t L.F. OF EAVE VENTS AT 33 Sa. NA-Fu 12 SQ. IN - 13 8F 14 GABBLE END VENT x E Epa it%l (WAS) EA. =E SQ IK- SF 18 GABLE END VENTS x 19 $G2 IN. (WAS) EA. -20 SGT- IN.-M 8F 22 GABLE END VENTS x 23 Ga. >K (WAS) EA. a24 Sa IKaZ SF TOTAL VENTS PROV/tDED ROOF JACXS - 26 5F EAvE VENTS - ii 5F CIABLE END VENTS . SIF "TOTAL 5F OF VENTS VIDED - 8F • AREA MAY BE 1/300 IF A ,VAPOR RETARDER 6 !N15TALLED ON THE WARh1 SIDE OF T14E ATriC P45ULAnOK JBC, E0532 • ELECTIVE ANT A W BASED ON A 30% FOEDCICTION DUE TO 1/4' r aj.4 � » R r � � - - - � � �N! ii�L., Via► MC Ci!`�aT1pi� AI! MQ* PRI11lovillow M r4M cft , a O w w tr Cl) �-j H •p i� V C � � 2 o � w a o N .. 0 o w W U 0 U) Z a M o. C cr: 1 \. rtA y C, ZO :.- .: , t` 1. f r JOE 1n : !1111111111/ grAl1UM ma: GOMM A4 • fa q m�� Ca l I O w w tr Cl) �-j H •p i� V C � � 2 o � w a o N .. 0 o w W U 0 U) Z a M o. C cr: 1 \. rtA y C, ZO :.- .: , t` 1. f r JOE 1n : !1111111111/ grAl1UM ma: GOMM A4 • fa q SYMBOLS AND LEGEND TrEl FAN- DIRECT VENT TO OUTSIDE MECHANICAL, PLUMBING, AND ELECTRICAL - BATHROOMS /LAUNDRY 50 CFM MIN. SYSTEM FOR UNIT PER Div. 15,16 SEE SWEET At - KITCHEN 100 CFM MIN. - WWOLE HOUSE FAN 100 CFM MIN. VTOS FURN e ECTE WHOLE WOUSE EX►.1AU5T FAN C01'�ID A 24 HOUR TIMER - 100 CFM MIN., VTO A PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN A111R PLENUM AT RAQNACE [T] TWERMOSTAT • 50' ABOVE FLOOR WITS, MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER O 110v SMOKE DETECTOR PER USC WEATER WITH BATTERY BACKUP INTERICOfWECTED C. STRAP WATER NEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SEC. 6085 4 U" iC SEC. 303.4 24 HO TIMER TO WNO_E HOUSE FAN (� t� PROVIDE PRESSURE RELIEF L i NE Y PLU 15ED TO OUTSIDE. =GENERAL PLAN NOTES 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. :. ENERIGY AND AIR QUAIL!TY INFOWATION SEE DIV. 11 SHEE A -1 5- SEE BUILDINCs ELEVATION FOR WINDOW OPERATION SEE DIV a SWEET A -1 4. SEE TYPICAL MATERIAL5 LIST ON SEGT!ON SWEET 5. SEE COVER SWEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. [: FLOOR PLAN KEY NOTES 38' -0' 10' -8 1/2 5' -4' T -2 V28 F b r i CARPET I T1,B I I R45 -7 Open TO I a 1 � 5' -3 1!2' *. 4` -3 * — III L*E 8E>`OY. --- - - - - -- � 1 ' 1 r --------------- C.i. '�E �i► ` - it A - -� A I T UPPER FL OOR PLAN P _ OCCUPANCY SEPARATION: Z 1 1 APPLY (1) LAYER 5/8' TYPE 'X' G.W.B. TO ALL .. N f CEILING JOISTS, WALLS, POSTS AND BEAMS w w SUPPORTING STR11JiCTURE ABOVE FROM MUD SILL TO ROOF SHEATHING. APPLY (2: LAYERS OF 5/8' rr TYPE 'X' GIUB. TO "TRWASE5 AND TJI FLOOR JOISTS. v Jt r �► SEE DIV. 010025 SHEET A -1. U) P - 2 13/8' MIN. SOLID CORE DOOR WITH SELF CLOSER .O BE TIGHT FITTING SEE DIV. 010025 SHEET A -1 P STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 a -3 AND DETAIL 12/D2. CIS A. HEADROOM MIN. b' -8', WIDTH MIN. 3' -0'. Q B. TREADS 10' MIN. DEPTH, RISERS 8' MAX_ HT. CD C. HANDRAIL MI` N. 34' TO MAX 38' A50VS .O • 4 AL TREAD NOSING. HANDRAIL 1 1/2' MIN. TO 2' Q MAX. CROSS SECTION DIMENSION AND 1 1/2' m MN. CLEAR FROM WALL, RETURN RAIL ENDS. uS Q i■� D. NSTALL FIRE BLOCKING AT STRINGERS TOP h AND BOTTOM AND ADJACENT WALL(S). mm E. COVER USABLE SPACE UNDER STAIR W/ 5/8' � TYPE 'X' G.WB. (2) LAYERS 0 CEILNG AREAS. N N � F. INTERMEDIATE BALUSTERa SHALL BE SPACED w a W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 01002* S+4EET A -1. V P - � SAFETY GLAZiWs PER UBC, SECTION 2406 A. WINDOWS WITHIN 18' OF FLOOR rA B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS V D. GLAZING IN DOORS � E. WITHIN STAIRWELLS N F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -1 F ,_ 5 EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 08600 SWEET A -1 C2 P IGNITERS FOR GAS FIRED APPLIANCES IN O -I& j GARAGE TO BE 18' MN, ABOVE TOP OF SLAB. SEE DIV. M SHEET A -1 P -1 COVER WALLS ADJACENT TO TUBS AND O � SHOWERS WITH NON-ABSORSENT MATERIAL TO 10' ABOVE DRAM INLETS. SEE DIV. 09250 SWEET A-1 P _ 8 (2) LAYERS OF FLOOR SHEATHING OVER FR4 W-z. Q ' 8' MAX. RISER WITH 0' MIN_ RUN IF MORE V P - S THAN (3) RISERS, HANDRAIL RECLURED PER UBC, SECTION 1006 SWEET A - .� P 18'44' CRAWL SPACE ACCESS. INSULATE AND - 10 WEATHER STRIP. SEE DIV. OOM.2 SHEET A -1 Un 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD P - 11 CLEARANCE. INSULATE AND WEATi -ER STRIP. 5EE DIV. 01002.1 SWEET A -1 P-12 FLOOR MATERIAL BREAK LINE P -13 WALL LINE ABOVE WALL LONE BELOW F, -15 r-IREPLACE ASSEMBL NOTES: A. DIRECT VENT FIREPLACES, N5TALL PER MFG. 5PECIFICATIONS, SHALL CONFORM TO UBC RE=IREMENTS. SEE DIV. 010028 SHEET A -1 B. ZERO CLEARANCE FIREPLACES SHALL To RECU SEE DIV. 0110028 SWEET A -1 C. HEARTH SHALL CONFORM. TO UBC REQUiRET'1ENT. SEE DIV. 01¢7028 AND 9 SHEET A -1 D. FIRESTOP OPENR4GS AROUND PEAETRATIO!4s AT EACH FLOOR PER UB.C. SECTION 114. P - ib SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3@ a ' AMETER STEEL POST 36' L PER UBC 505 P- A. AT STAIRS 5LOPES AT 3b' �+ YEW ABO STAIR L � IN NOSGS. ALL SIDES PER ;ABC /}► SEE DIV. 15 SWEET A p 'NT 5 � a - = :E'ER AND LOUER ` IINIEN C4814ET5 P -ZZ -m AREA IrcTECsR.ZTEED "AKE Jm AI 0_`4 2xb 5—J:* wJ R -s; l4S%.m-Alq%a% ''11104- • r - -E 108 NOt : MIL/ STANT o mot 4=11110 AS • fa ,q W ti 1 Z 1 1 0 LLI .. N f ` 4a aC -J, w w rr v Jt r �► of U) z z a w CIS Q ~ CD .O • 4 AL Q >% m uS Q i■� h m mm � � N N � m w a S � co N r - -E 108 NOt : MIL/ STANT o mot 4=11110 AS • fa ,q W ti 1 1 1 0 LLI .. N f ` 4a aC -J, w w rr v Jt r �► of U) a CIS Q ~ .O • 4 AL Q V uS Q i■� h o � � N N � w a S N �•�I O Q C) � r7' Z i•rt �a Un r - -E 108 NOt : MIL/ STANT o mot 4=11110 AS • fa ,q W ti 1 1 1 .. N f ` 4a aC -J, `+ ;f v Jt r �► • 4 AL r - -E 108 NOt : MIL/ STANT o mot 4=11110 AS • fa ,q UPPER ROOF FRAMING PLAN wer • » r • r GENERAL FRAMING NOTES I SEE COVER SHEET FOR ALL GENERAL NOTES AND RE OU I REMENTS. 2 SEE TYP ICAL MATERIALS LIST ON SECTION SWEET 3. SEE COVERS44EET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRU55 DESIGN BY MANUF. TRIISS PLAN SWOt l 15 FOR GENERAL LAYOUT ONLY SEE DIV 6100 SHEET A - - TRUSS LOADING SEE DIV. O1OO 1A SWEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING FLAN 5. ROOF FRAM MG SPACING, 24' oz. U.N.O. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1, RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANG PE R ROOF PL AK 9 ALL HEADERS ARE 4x10 DF 0 2 UN.O. PROVIDE (1) TRIMMER S'UD UP TO 4' - SPAN AND (2) TRIMMER STUDS OVER 4' -0' U.N.O. SEE DIV. 06100 SHEET A -1 FRAMING PLAN KEYNOTES I F -I BACK FRAMING AND SOFFIT AREA AS ROOF VENT CALCULATION amm oM c* r oK Houis rm veer aw" ROOF VENT CALLS BASED ON UBC SECTIQH 59*3 TOTAL ROOF AREA 943 SFAW ,314 SF OF VENT AREA RE 50 7t. AT EAVE = 157 SF REQUIRED 50 x 0 36' (MiN) ABOVE SAVE a 157 5F REG UIRED 5 ROOF JACKS AT 50 SQ INL EACN= 2WO_ 5Q. !N = IL4 _ SF 46 LF. OF SAVE VIENTS AT 33 Sa NA SO 5Q_ K. im . 5F 2 GABLE END VENTS x 444 Sa IN, (NFAS) EA. affi8 Sa INLaW SF 0 GABLE END VENTS x 0 Sa I%L (WAS) EA. -0 SQ_ M.-0 5F 0 GABLE LEND VENTS x 0 Sa N. (NFAS) EA. -0 SQ- IK-0 SF TOTAL VENTS VVED ROOF "ACX5 = 174 JF E:AVE VENTS SIF GABLE END VENTS = Q� -_ 5F TOTAL SF OF VENTS PROVIDED . 341 _ 5F • AREA MAY BE 1 /300 >F A, V APOR RETARDER i5 INSTALLED ON THE U AW, S IDE OF TAE A7r:C INSULATION, UBC M .32 ' F�FEC ':VE VENT AREA BASE:� ON A 3O% REDUCTION DUE TJ V4' MESH SYMBOLS &LEGEND G POD- CA. =WX-' AeOvS B PON _ ;^Av :04�► �W L.O•+Zi NG W L S'� s'- 5-21E ::*543F%4- 0% "MZO%♦A&. STPLAP ~ 5'M M ESC L�'O� CAMS aEoW C.Ai..C4_A J - A00A 40 Nm ALCQ.A� AM _7 REQUIRED TO ALLOW FOR 14VAC DUCTING. � Z SEE DIV.15 SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF I �_ FRAMING MEMBERS SUPPORTING UPPER Z ROOF FRAM MG MEMBEMM. w �, F -3 'Lr-44 EDGE OF JOIST WITH FACE OF WALL r ', A .^ ALAI INSIDE FACE OF BEAM WITH OUTSIDE F -4 FACE OF WALL C� F UPS ET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE At% JOISTS V TOP OF BEAM 15 FLUSH WITH BOTTOM OF F - 6 JOIST WITH NO TOP PLATE. CUT ADJACENT m FRAMrW3 MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. V m ATTIC SPACE VENT F - SEE CALCULATION = SEE DIV. 01002 SHEET A -1 FLOOR JOIST - SEE SCHEDULE DWG. F ` SEE DIV. 06100 SHEET A -1 V F' 9 SEE ELEVATIONS AND SECTIONS FOR O PLATE NE KaHT F ` IO L PRESSURE BLOCKING SEE DIV. 06100 SHEET A -1 O F FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM 44 -11 OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND REAM Q F - 12 EXTENDS DOWN BELOW JOISTS V F -l3 TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW POR NVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS F -14 2x6 OVERFRAMMG 0 24' OC. PROVIDE 2x6 STRONiGBACK PURL INS AND 2x KICKERS AT 6' -0' oc TO TRUSSES BELOW. F - 15 j ` 2X6 CEILING JOISTS * 24' OC I F -I BACK FRAMING AND SOFFIT AREA AS ROOF VENT CALCULATION amm oM c* r oK Houis rm veer aw" ROOF VENT CALLS BASED ON UBC SECTIQH 59*3 TOTAL ROOF AREA 943 SFAW ,314 SF OF VENT AREA RE 50 7t. AT EAVE = 157 SF REQUIRED 50 x 0 36' (MiN) ABOVE SAVE a 157 5F REG UIRED 5 ROOF JACKS AT 50 SQ INL EACN= 2WO_ 5Q. !N = IL4 _ SF 46 LF. OF SAVE VIENTS AT 33 Sa NA SO 5Q_ K. im . 5F 2 GABLE END VENTS x 444 Sa IN, (NFAS) EA. affi8 Sa INLaW SF 0 GABLE END VENTS x 0 Sa I%L (WAS) EA. -0 SQ_ M.-0 5F 0 GABLE LEND VENTS x 0 Sa N. (NFAS) EA. -0 SQ- IK-0 SF TOTAL VENTS VVED ROOF "ACX5 = 174 JF E:AVE VENTS SIF GABLE END VENTS = Q� -_ 5F TOTAL SF OF VENTS PROVIDED . 341 _ 5F • AREA MAY BE 1 /300 >F A, V APOR RETARDER i5 INSTALLED ON THE U AW, S IDE OF TAE A7r:C INSULATION, UBC M .32 ' F�FEC ':VE VENT AREA BASE:� ON A 3O% REDUCTION DUE TJ V4' MESH SYMBOLS &LEGEND G POD- CA. =WX-' AeOvS B PON _ ;^Av :04�► �W L.O•+Zi NG W L S'� s'- 5-21E ::*543F%4- 0% "MZO%♦A&. STPLAP ~ 5'M M ESC L�'O� CAMS aEoW C.Ai..C4_A J - A00A 40 Nm ALCQ.A� AM _7 0 w w cr t- 0 a � cl =O V vi ui rA 0 = 93 U cr p Q r c� W `f � O a. N 0 0 a o �i o ° aU) Z �_ 1 � Z s I 05 Z w �, "mow ^ r ', A .^ t At% m .F m cc I ac 0 w w cr t- 0 a � cl =O V vi ui rA 0 = 93 U cr p Q r c� W `f � O a. N 0 0 a o �i o ° aU) Z �_ 1 s w �, "mow ^ r ', A .^ At% .F 308 NQ : el L l F L 45 A li Iv s m s \IkZ 0 • s I ' i i L I i i t r i• r 1 (A d tTj r C a H Ono O x Cl)�� V . I A w V Y; I 0 a 01 6 0 a $ 41 oil_ 1� y 8 d O w w po t Y 7d too tz C O z gag d y 4§0 ale PLO 8 tv pf ;•ti � � d Ln t� too �n c a F O { z e 14' -1 346' A ry ]p { D • F� 0 0 n r to c Ong d z c� a r� r H • t1m tTj Ono H - `�� •� � . 1, . . , ..: t ' r � i (r r �a a 14'- 1/8 ... �,........ V4 )PL14',*11 AM`] I IT14 v-S. yolit co' llph-le /rcumr phl till rng ri'SmIrrt �Y f 7 (4-; .5) 641 4 MX (425) 641-5318 i 6/22'04 � o 8/5/ BCE BASEME RE VISIONS � � I O N n O N sG•sg� }D�� F� 0 0 n r to c Ong d z c� a r� r H • t1m tTj Ono H - `�� •� � . 1, . . , ..: t ' r � i (r r �a a 14'- 1/8 ... �,........ V4 )PL14',*11 AM`] I IT14 v-S. yolit co' llph-le /rcumr phl till rng ri'SmIrrt �Y f 7 (4-; .5) 641 4 MX (425) 641-5318 i 6/22'04 � o 8/5/ BCE BASEME RE VISIONS • F - • � r , I 11ff I i __ JL- CO 0 r L • iii -. .; � • � r 1 .. .. .. �! r t ` tt T" r .. •'� r � 1 0 � F-T F� 0 0 n r to c Ong d z c� a r� r H • t1m tTj Ono H - `�� •� � . 1, . . , ..: t ' r � i (r r �a a 14'- 1/8 ... �,........ V4 )PL14',*11 AM`] I IT14 v-S. yolit co' llph-le /rcumr phl till rng ri'SmIrrt �Y f 7 (4-; .5) 641 4 MX (425) 641-5318 i Licensed For One Time Use �CXX �C,, 0 �X _ � CP s •.s m k- 6 5/8' 4 Date By Descrobon 6/22'04 � o 8/5/ BCE BASEME RE VISIONS Licensed For One Time Use �CXX �C,, 0 �X _ � CP s •.s m k- 6 5/8' 4 Date By Descrobon 6/22'04 MBT PERMIT SET 8/5/ BCE BASEME RE VISIONS Sold To: SLM Construction Customized Plan Plan # 02151.05 37th Ave S. Tukwila, WA THIS pRAWING IS CQ COPYRIGHTED 2004 KAPPLER ARCHITECTS, P.S. ALL RIGHTS RESERVED 10 • _ 1 1 a - 1 TIP FLOOR FRAMING PER PLAN ( DIV (v SWEET A -U I --�► -40 - - -- TYP EXTERIOR UAL_ CO>KSTRUCTION I PER PLAN (DIV 6 SWEET A -1, LOCATE 5WEATWNG JOINT • -. COMMON MEMBER RIM BOARD' - LOCATE SNEATHNG JOINT • COMMON MEMBER CRIPPLE IUTALL PER f'L:.N w SEE FOINDATION DETAIL(S) 17610••06100 -14 _ TJI 13 11ASWER'S • 4' -0' CC lG ✓ 3 SWEET A -' _ TJI ?rd TOP PLATE 407 RE % RE _ - -- F, T - - -- --- -� - - -- GARAGE DCOR 4M 4s'• "iN Tr P EXTERIOR WALL CONSTRUCTION -T ( E FR" G PLAN FOR 5 r ` -- - - -- - - h,AiL 5s4EATw?NU 'C ►;'.-'R j. 6a '--x'_S • 3' OC i4 VERT. BAR SAME AS S TUB STEEL SPACING. OOT UJ N A GRID PATTERN T --- - i -'-- r• _ - _ -�w_� NAiL 5kEAT"j%6 r- TOP PL E w. '.' ROOD cl) J UJ z Is CL' uW p OF 16d SiNi ER5 +` '' _ G VAPOR BA MER t-. -- - ;: -- - - '15T3i : MIN ON 'INSIDE FACE OF wA4 L _ r J d O NAILED TOGETHER (DIV. 6 SWEET A - 11 SLAB AND STEM WALL. w ibd • 3' ^c - -- NAIL SWE ATI.MG TO Ai.L FRAMNG. STUDS ° i 4 AND SILLS • 3' O C r• 10 1 d. -- r �x4 13LOCKING AT PANEL EDGES TO OCCUR : 0 - .*- w �.. • LL'ITNN 24' OF Mir) �IEGi~T STITCH NAIL 2x4's "",� �"'C OR iM�_ :.J4r''RIC'�7► . TOGET� -ER WITH . 3 i ibd SINKERS 1 ,;;; a_ J 1 i16' O5E SWE AT WINIG (MIN O C (Div 3 SWEET A- V EXCEPT i STWD14 STRAP TIE ANCHOR NAjL TO BOARD i - FOF" BEND UP AFTER CONCRETE CURES' 4 l i , I USE (3& 16d SWl .ER NAILS EA04 - UlCO 1 (3) 2x4 PLA NAIL SWEATWNG TO EAC++ ._... r PLATE w' Sd NAILS • 3' OC TO EACH STUD - ` - .Of, OF STEM __' UN.O ON SWEAR &L SCWEDULE WAL - (2 ` 5/8' # AB w% MIN. 1' EMBEDMIEN - UAU.O. SCWEDULE 1' MIN EMBED cro °zZ� av 2'x6'x3/16' PLATE UASWER - CONTi'1JO119 FOOTING TIP FLOOR FRAMING PER PLAN ( DIV (v SWEET A -U I --�► -40 - - -- TYP EXTERIOR UAL_ CO>KSTRUCTION I PER PLAN (DIV 6 SWEET A -1, LOCATE 5WEATWNG JOINT • -. COMMON MEMBER RIM BOARD' - LOCATE SNEATHNG JOINT • COMMON MEMBER CRIPPLE IUTALL PER f'L:.N w SEE FOINDATION DETAIL(S) 17 APA LATERAL RESTRAINT PANEL_ _ _ CRIPPLE WALL FOUNDATION 3/8' =T-7 PER APA TECWNICAL FORM NO TT -011 17610••06100 -14 _ TJI 13 11ASWER'S • 4' -0' CC lG ✓ 3 SWEET A -' _ TJI �I z WQ I w •- Tr P EXTERIOR WALL CONSTRUCTION -T BA%'MENT SLAB MUST BE IN PLACE i : PER PLANS (D{'✓ 6 SWEET A -U i4 VERT. BAR SAME AS S TUB STEEL SPACING. OOT UJ `- — --- 4' CONIC OVER 4' ROCK OVER = cl) J UJ z Is CL' uW p TYP FLOOR FRAMING PER PLAN VAPOR BA MER LLa =o O _ r J d O R -10 RIGID INSULATION (DIV. 6 SWEET A - 11 SLAB AND STEM WALL. W tl � - 2XIO TREATED PLATE OFFSET 3/4' v 4 a OW 10 1 • • �1E STEEL PLATE WIASWERS • 4' -0' •1~. ;h - .*- w �.. • - 1 ' "",� �"'C OR iM�_ :.J4r''RIC'�7► . U X 1 ,;;; a_ J � O C (Div 3 SWEET A- V EXCEPT i 11.E 71 ,..::: z DAMP PROOFING ( Div. 1 SWT AI) 4 l i , I i` AS NOTED ON SHE AFatJILL Q i - µ VERY. J -BAR • 5' oc TYP. EXTERIOR WALL COTgJCTION NS 77 SCWEDULE 1' MIN EMBED cro °zZ� 4 � - �.a✓1�6" ai '.y 3 PER PLAN (DIV. b SWEET A -I; CZk c *4 WORZ BAR • I0' oc �ZCl3 A o v 1 f •. W p a` Z c!) Lu < U QQ �CC� Z U - _91111L (CLIZ) 17 APA LATERAL RESTRAINT PANEL_ _ _ CRIPPLE WALL FOUNDATION 3/8' =T-7 PER APA TECWNICAL FORM NO TT -011 17610••06100 -14 _ TJI 13 11ASWER'S • 4' -0' CC lG ✓ 3 SWEET A -' _ TJI �I z WQ I w •- W -T BA%'MENT SLAB MUST BE IN PLACE e_ : � i4 VERT. BAR SAME AS S TUB STEEL SPACING. OOT UJ PRIOR TO RA-L BACIFILLNG OF WALL Z � C) < = cl) J UJ z Is CL' uW p TYP FLOOR FRAMING PER PLAN NC NNSULATION BETWEEN BASEMENT LLa =o O 4' PERF. F'T'G. DRAIN WfILTER IN 24'3dRAVEL J d O } cc (DIV. 6 SWEET A - 11 SLAB AND STEM WALL. W tl � - 5/8'1xi0' AB W/ 2'XI'X3/16' S.Q. - a OW W • - STEEL PLATE WIASWERS • 4' -0' L. - 1 ' "",� �"'C OR iM�_ :.J4r''RIC'�7► . U X FINISH GRADE a_ J � O C (Div 3 SWEET A- V EXCEPT cr W Q 11.E I Wo Z DAMP PROOFING ( Div. 1 SWT AI) 4 w U ) W W��� p AS NOTED ON SHE AFatJILL Q i - µ VERY. J -BAR • 5' oc TYP. EXTERIOR WALL COTgJCTION NS 77 SCWEDULE 1' MIN EMBED cro °zZ� � - �.a✓1�6" ai '.y 3 PER PLAN (DIV. b SWEET A -I; CZk c *4 WORZ BAR • I0' oc �ZCl3 � (2) ti BAR • TOP W p a` Z c!) Lu < U QQ �CC� Z U U? (CLIZ) (� Z •�` •4 VERY BAR • 10' Oc. RILL � WALL ' 'S I LJ Lu :.0 Z p O aw r� M Z►- -C :n _ r � � Dlv. Dlv. 3 S A - 1) �.- A ' 4' FEW. FT'G: DRAIN UWFLTER TOP OF DOWEL A* - - -- — •,..f,� • ` ?' IN 24' GRAVEL BED. ' RIM JOIST • EXTERIOR WAIL ' (6) 0 4 BAR COMi. oC (DIV. 3 SWEET A -U U 0 4 VERT- J -BAR • 5' oc SOLID SUBSTRATE (DIV. 3 SWEET A -1) DAMP PROOFING ( Div_ 1 SWT Al) + --� � �6 PLAN '4 NORZ BAR • 10' oc (DIV SWEET APB - (Div 3 SWEET A -U { TOP OF r * r' ` I T i .' ' FEW. FT'G. DRAIN W,f;! TIER IN 24' GRAVEL BED, 1 ��� SEE FOUNDATION DETAIL(S) FOR ANCHOR BOLT f • -• � t-M - • (Div. 2 SKEET A -1) AND RE -BAR W. TYP. (5) 0 4 BAR CONT. -. • (Div. 3 SWEET A -V _ _ U 50LID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK 2' - 6' kT& Ic e OVER V APOR BARRIER F UNDATIOILi DETAIL CRIPPLE WALL ® FOUNDATION 18 14 3/4 =t-or 3/4!-.14r 7_TA BASEIENT SLAB MUST BE IN PLACE 5/8'#x10' A.B. W/ 27Q')G1I6' S.Q °R{OR TO FLL.L BAOCF LLNG OF WALL. STEEL PLATE WA54ERS • 4;-0' vC WSULA BETWEEN BAcEMENIT O.C. (DIV. 3 SWEET A -{) EXCEPT 5L-AB AND 5TEM WALL yE.L11CLl: I AS NOTED ON 51•EA ftALL j SC.WIEDULE 1' MIN. EMBED. 701* OF SLAB ---- TYP. ExTERIOR WALL CON STRUCI LOIN PER PLAN (DIY. 6 SWEET A -1) ' ' —•-_ 4 TYP. FLOOR FRANtNG PER PLAN ' - -- (Div. b 51$T A-!) (2) q4 BAR • T + SOLID BLOC:ICNG O'+/1EIR 5lp'P0R'TS X 04 _ _ OF WALL Ib oc. RJLL - - - - -- - — - - LOCAM 5WEATWM JOINT • C01" ME?lBIER d? -�■- TOP OF DOI EL a tDl ✓ 3 SWEET A -i: 0 x 8 OG ``% J t ►�' u 1 �} ��.► r � ' 5 VERY r -BAR • •.. �' RIM BOARD (Div 3 SWEET A -1) 'lp I R z .•`. WK7R� BAR • 0, x bd •� (Dw 3 SWE=T A -'.; r CONT. SOFFIT VENT OF k.'.8 ;; Ar 1P PROOFING I D `v ' Sµ a e ' .� • ' _ � — 7-4 ►� -• 6 'A BAR sck COSER fAPOR BARllibM !r!' RESAWN PLYWOOD • SOFFIT 'TREATED MLV 54-L SIEE FOUNDATiON DETASLS 4.— i =ER FLAN` - -� FOUNDATION DETAIL CANTILEVER FRM'G AT FOUNDATION 19 15 a33oa0000c as 3/� =�-0' oeM- o&SIoo-02 _T,x 1 _ I 1 � i I } r - PER o-she 04 3 EpC' AeA - O► R N t . % . f KT FOUNDATION DETAIL SEE FOUNDATION DETAILS 1'YP FLOOR FRAMING PER PLAN f i Div. 6 54E ET A -!) 7TP EXTERIOR Wi4LL CON5TRZT41iii PER PLAN (DiV. 6 SWEET A -1) LOCATE SWEATHING JOINT • - C IMMION MEMBER BLOCKING OR JOIST IN WALL RIM BOARD ~_- P.T. 2x FIRE BLOC)UNG, �- RFRRNG lI1AL1 1 ;D r L 1' AIR SPACE ot VAPOR BARRIER the DAMP PROOF Ws (Div Z 56+` a t t c FURRING DETAIL SEE FOU DAT10N DETAILS 03300- 00000-1e 31�4-W 21_TJl 6 SWEE' A 1 � r 15� T Ei.:r SGE �r e-i _{:► .;J►bE : - 0► V E� • Pte � °_ � �• _ -' ' - - - ~ OC %& a � • _ _ li so % maw EA00 SIDE F Echoes � mcR 'Flt C=-R °_Alk S•EE i- •- �EJt "� 511 '?Vl E "r E_ fr -- FOUNDATION /FRAMING CONNECTION SLAB ON GRADE PER PLAN (Div 3 SWEET A -1) _V R VAPOR BARRIER r CON T. SPMAD FTC. PER PLAN (DIV. 3 STET A -!) • 45' (2) 0 4 BAR CON` (DIV 3 SWEET A -1) 3/4!--14r - G111B TYP (Div S SWEET A -i) - INTERIOR BEARING W1ALL (Div 6 SWEET A -1) V2'• x 10' A.B • 4' -0' OC. (DIV 3 %4EET A - 1) EXT. DOOR AND FRAME (Div. 8 SWEET A - 1) DOOR TWRESWOLD F'LASW INIG AS REQ'D. (DIV. 1 SWEET A -V 4' CONIC. SLAB OVER 4' GRAVEL BED (Div 4 SWEET A -1) 2x12 TREATED TRESWOLD TRIM RAM JOIST TREATED MUD SILL (DIV. b SWEET A - 0 4 VERT. RE -BAR FROM STEM WALL STi BBM INTO SLAB TYP. FLOOR FRAMiNIG PER PLAN. (DiV. 6 SWEET A -1) , 1 \ i � t _ Q F W I W f . }.. I d) o W Z &I z10 6 � 1i Cn Lu ono zW 2 QO� ZZ W 0 EXT. DOOR THRESHOLD DETAIL SEE - Vik ZIERALS Pv�r�vvn • w EM WALL =� O _T.A i • 3' -2' RTS. CANTILEVERED RETAINING WALL 3/4" =1-Or TJI L 3/4!--14)r 2 1/2'#xi0' AB W/ 2 50 `EEL PLATE i- I!1' 11ASWER'S • 4' -0' CC lG ✓ 3 SWEET A -' �I z WQ I w •- W wow F- = e_ : � i4 VERT. BAR SAME AS S TUB STEEL SPACING. OOT UJ Q Z � C) < = cl) J UJ z Is CL' uW p H Li O.C. (DIV. 3 SWEET A - i) EXCEPT LLa =o O 4' PERF. F'T'G. DRAIN WfILTER IN 24'3dRAVEL J d O } cc om� U 2 Z 0 w W tl � (2) 04 BAR CONT (Div 3 SWEET A - Z ED a: m0 G a OW W -- LL Q J IZ � L. - 1 ' "",� �"'C OR iM�_ :.J4r''RIC'�7► Q�OU U X W a_ J as ,A =r ! f ?�: 4i. (DIV. 3 SWEET A -U cr W Q 11.E • I 1 Wo Z DAMP PROOFING ( Div. 1 SWT AI) 4 w U ) W W��� p ) Q i • _ + µ VERY. J -BAR • 5' oc �pGO UJ I- _ A< cro °zZ� Q_ - �.a✓1�6" ai '.y 3 z0�� CZk c *4 WORZ BAR • I0' oc �ZCl3 W p a` Z c!) Lu < U QQ �CC� Z U U? (CLIZ) (� Z ►r/Irr G Swf/i► "iKi JOW • IZJVU? �,1z_j 'S I LJ Lu :.0 Z p O aw r� M Z►- -C :n _ r 0 A ' 4' FEW. FT'G: DRAIN UWFLTER - �- ' • .- i � t _ Q F W I W f . }.. I d) o W Z &I z10 6 � 1i Cn Lu ono zW 2 QO� ZZ W 0 EXT. DOOR THRESHOLD DETAIL SEE - Vik ZIERALS Pv�r�vvn • w EM WALL =� O _T.A i • 3' -2' RTS. CANTILEVERED RETAINING WALL 3/4" =1-Or TJI L 3/4!--14)r 2 I (Div. 4 SWEET A -1) R m } oil F TIGHTL1iE ?REATFI`i 1, W 51LI (DIV. 6 SWEET A -;) TOP Cf� _ - j I DAMP FROOF#rG ( DIV 1 514T AV out =r • • } a �... w I • A8?51PAC>E TYP. { I V) �4 BAR CONT. • ' v +. �► rw ? r (Div 3 SWEE=T A - V Z 04 VERT. RE -BAR FROM STEM �1ALL ST7<1BSED INTO SLAB -%I SOLID ,`xrBSTRATE . f ^ �!'• 4 . FT'C: DRAIN &A:LT';34 r••Li '-_ .► �. ti POST *V BEAT PER PLOW A' N.TS * 8' i0' JN 24' GRAVE'... BED. (Div. 2 SWAT A -1) ~ EXT. DOOR THRESHOLD DETAIL FOUNDATION DETAIL 3 3/4`4-ff RILL OADTW TREATED MID SILL WTI 5/8 A& W/ 2`4 Sa FOOTING DOES 40T SLIDE IN THIS STEEL. PLATE WASHERS • 4'-0' TOP FLANGE AS FOOTMICs SPANS AS ( ON T �ARIIIIIALI A44GER PER MFG WORIZONTALLT. vE�1fCi.E � SriEIxLE 1 M EMBED- TOP OF SLAB y TYP. FLOOR FRN*6 PER PLAN _ _ (2) 1 14 BAR • TOP IDiV_ b SWEET A -1) ' �4 VER7. BAR • i6' ac, x111 x WE i6*fT OF U1i4L L EXT. DOOR AND FRAM (Dlv. 8 SWEET A - TOP OF PQmEL : I (Div. 3 SWEET a - 1) DOOR THRESHOLD Ft.ASHNI's AS REQ'D. S yERT. J -BAR • 8' oc (DIY. 1 SWEET A - 1)� z (DiV. 3 SWEPT A -1) t4�VESTRAL FLA&4NG - - z . 4 4 WORZ BAR • 10' oc • ► -.� , 4 GONG SLAB OVER 4 GRAVEL I!1 GiR (DIY- 3 SWEET A4) -�• - _ _t sue_ �.. � `� .._ , 4 DETAIL _-� T 1/2'#xi0' AB W/ 2 50 `EEL PLATE i- I!1' 11ASWER'S • 4' -0' CC lG ✓ 3 SWEET A -' H- U z WQ I w •- W wow F- = e_ : � i4 VERT. BAR SAME AS S TUB STEEL SPACING. OOT UJ Q Z � C) < = cl) J UJ z Is CL' uW p H Li O.C. (DIV. 3 SWEET A - i) EXCEPT LLa =o O 4' PERF. F'T'G. DRAIN WfILTER IN 24'3dRAVEL J d O } cc om� U 2 Z 0 w W tl � (2) 04 BAR CONT (Div 3 SWEET A - Z ED a: m0 G a OW W -- LL Q J IZ � L. - 1 ' "",� �"'C OR iM�_ :.J4r''RIC'�7► Q�OU U X W a_ J as ,A =r ! f ?�: 4i. (DIV. 3 SWEET A -U cr W Q 11.E • I 1 Wo Z DAMP PROOFING ( Div. 1 SWT AI) 4 w U ) W W��� p ) Q i • _ + µ VERY. J -BAR • 5' oc �pGO UJ I- _ A< cro °zZ� Q_ - �.a✓1�6" ai '.y 3 z0�� CZk c *4 WORZ BAR • I0' oc �ZCl3 W p a` Z c!) Lu < U QQ �CC� Z U U? (CLIZ) (� Z ►r/Irr G Swf/i► "iKi JOW • IZJVU? �,1z_j 'S I LJ Lu :.0 Z p O aw r� M Z►- -C :n _ r I (Div. 4 SWEET A -1) R m } oil F TIGHTL1iE ?REATFI`i 1, W 51LI (DIV. 6 SWEET A -;) TOP Cf� _ - j I DAMP FROOF#rG ( DIV 1 514T AV out =r • • } a �... w I • A8?51PAC>E TYP. { I V) �4 BAR CONT. • ' v +. �► rw ? r (Div 3 SWEE=T A - V Z 04 VERT. RE -BAR FROM STEM �1ALL ST7<1BSED INTO SLAB -%I SOLID ,`xrBSTRATE . f ^ �!'• 4 . FT'C: DRAIN &A:LT';34 r••Li '-_ .► �. ti POST *V BEAT PER PLOW A' N.TS * 8' i0' JN 24' GRAVE'... BED. (Div. 2 SWAT A -1) ~ EXT. DOOR THRESHOLD DETAIL FOUNDATION DETAIL 3 3/4`4-ff RILL OADTW TREATED MID SILL WTI 5/8 A& W/ 2`4 Sa FOOTING DOES 40T SLIDE IN THIS STEEL. PLATE WASHERS • 4'-0' TOP FLANGE AS FOOTMICs SPANS AS ( ON T �ARIIIIIALI A44GER PER MFG WORIZONTALLT. vE�1fCi.E � SriEIxLE 1 M EMBED- TOP OF SLAB y TYP. FLOOR FRN*6 PER PLAN _ _ (2) 1 14 BAR • TOP IDiV_ b SWEET A -1) ' �4 VER7. BAR • i6' ac, x111 x WE i6*fT OF U1i4L L EXT. DOOR AND FRAM (Dlv. 8 SWEET A - TOP OF PQmEL : I (Div. 3 SWEET a - 1) DOOR THRESHOLD Ft.ASHNI's AS REQ'D. S yERT. J -BAR • 8' oc (DIY. 1 SWEET A - 1)� z (DiV. 3 SWEPT A -1) t4�VESTRAL FLA&4NG - - z . 4 4 WORZ BAR • 10' oc • ► -.� , 4 GONG SLAB OVER 4 GRAVEL I!1 GiR (DIY- 3 SWEET A4) -�• - _ _t sue_ �.. � `� .._ , 4 DETAIL _-� T z e' PER PLAN -- t 1/2'#xi0' AB W/ 2 50 `EEL PLATE i- I!1' 11ASWER'S • 4' -0' CC lG ✓ 3 SWEET A -' EXCEPT AS NOTED ON 5 EARWALL SC+•IEDULE 1' MINL EMBED -*•�- '--�� --� - — 0 4 WORIZ BAR 0' O.G.. i' - b' CORDER e_ OVERLAP (Div. 3 SWEET A -1) 1r2'Acl& A.B. Ili/ 2'X2'X3Ab' S.CZ i4 VERT. BAR SAME AS S TUB STEEL SPACING. - Y (Div 3 51~EET A -9 Z TIGWTLINE - CRAMW5 CE °-Ah - -- Ew-_=q)OQ bulfi_ S.1*11151-itic— O.C. (DIV. 3 SWEET A - i) EXCEPT (DIV 3 SWEET A - 4' PERF. F'T'G. DRAIN WfILTER IN 24'3dRAVEL �.')OR R l::"v 6 54EE A- b 56� A- . Ti •�r- - SOLID S STRATE 1 (2) 04 BAR CONT (Div 3 SWEET A - - SCWEMIlLE 1' Ilk EMSM. • -�; =-:.emu -- (2) 0 4 BAR • TOP - 1 ' "",� �"'C OR iM�_ :.J4r''RIC'�7► "`'Q =w.'' qR % °ER Cl-Aw '! •- as ,A =r ! f ?�: 4i. (DIV. 3 SWEET A -U tL 651$ b- TOP OF DOWEL • I 1 t DAMP PROOFING ( Div. 1 SWT AI) 4 _ i • _ + µ VERY. J -BAR • 5' oc A z (DiV. 3 SWEET A -1) E .! , v v �� •M'1►... z 07 - �.a✓1�6" ai '.y 3 - - - - . ` ' L - .� .% ~ "` Ib - A *4 WORZ BAR • I0' oc 1 EX•'l C 7R .:4- C�6'�C _ n (CLIZ) r- 1 � � ►r/Irr G Swf/i► "iKi JOW • TOP OF FT'G TK,WTLNE 0 A ' 4' FEW. FT'G: DRAIN UWFLTER - �- ' • .- z e' PER PLAN -- t 1/2'#xi0' AB W/ 2 50 `EEL PLATE i- I!1' 11ASWER'S • 4' -0' CC lG ✓ 3 SWEET A -' EXCEPT AS NOTED ON 5 EARWALL SC+•IEDULE 1' MINL EMBED -*•�- '--�� --� - — 0 4 WORIZ BAR 0' O.G.. i' - b' CORDER e_ OVERLAP (Div. 3 SWEET A -1) 1r2'Acl& A.B. Ili/ 2'X2'X3Ab' S.CZ i4 VERT. BAR SAME AS S TUB STEEL SPACING. - Y (Div 3 51~EET A -9 Z TIGWTLINE - DA1"1PPROOFING (D i SWEE A -1) - -- - x4 STUB STEEL FROM FT'G • Ib' Or- O.C. (DIV. 3 SWEET A - i) EXCEPT (DIV 3 SWEET A - 4' PERF. F'T'G. DRAIN WfILTER IN 24'3dRAVEL `= , BED (0!1/ 2 SWEET A -u - SOLID S STRATE 1 (2) 04 BAR CONT (Div 3 SWEET A - FOUNDATION DETAIL 3/4' =T-7 ....... . S i- I!1' M{N! 1r2'Acl& A.B. Ili/ 2'X2'X3Ab' S.CZ ' Z STEEL PLATE WASHERS • 4' - 0' FINISH GRADE O.C. (DIV. 3 SWEET A - i) EXCEPT `= , = -- -- _ '•7 AS NOTED ON SWEAIRIIL4LL - - 1 _ -�? - SCWEMIlLE 1' Ilk EMSM. • -�; =-:.emu -- (2) 0 4 BAR • TOP - 1 ' -- 04 VERT. BAR • I0' oc RILL WEIGHT OF WALL. (DIV. 3 SWEET A -U TOP OF DOWEL • I 1 DAMP PROOFING ( Div. 1 SWT AI) 4 µ VERY. J -BAR • 5' oc A z (DiV. 3 SWEET A -1) z 07 Z 1 *4 WORZ BAR • I0' oc 1 In" (Div. 3 SWEET A -1) n (CLIZ) TOP OF FT'G TK,WTLNE 0 A ' 4' FEW. FT'G: DRAIN UWFLTER - �- ' • .- — •,..f,� • ` ?' IN 24' GRAVEL BED. ' ( DIV. 2 SWEET A -1) ' (6) 0 4 BAR COMi. oC (DIV. 3 SWEET A -U U SOLID SUBSTRATE S 1 r 1 r r f i i I I 1 1� i E w 11� 1[3 r 4. d�ay i lot �ab �a�r I l � � — - - - le `� a1 �too _ ' � tr � ;1 rQ u �° rn 0 off or A all SA •.R lh tl+ } ! r � 1 it W I o � I I ' I n x IF #» ' • �_ � •►Ire -l �� i� ' ��� �•• . r Y {• ;n `'; U . ; • j G t , , ( s; )!)i)( VV 9 9 A gj R I _. M w 1 r CO m n 0 z 0 a� i ti ca m v r _ CA) m v D r Q m 10 �x pp g: N� Z� v �D m pro A 4 � F. f A L J -`J N � rr- r Jd R r3 m x m n M l 70 = ~ r m 10 �x pp g: N� Z� v �D m pro A 4 � F. f A L J -`J N � rr- r Jd R r3 m x m n M 70 = ~ AC v - rn r P I - n� i Q — , (p O 7� a m - m m � NOTE: ALL INFOQMATION ON TN15 S*{EE' STANDARD ETAIL SHEET S NOT NECESSARILY INCORPORATED INTO PRC.JECT. COORDINATE WlTi--s PLANS. I !� h, t gl KAPPLEPARCHIR -K il.sl your complM lio»tr pliinning ri+.vource 14.411 YI ' l tall .Sl reet. Belk vue-p WA .98007 4 S) 6 4 1- 532 0 r s m m r r v I � r r u I m Z C7 v 1 I r. !' � ail te • rl a � a i� I (firVV r 0 ul • h O �j c• v r Date By Descrnptlon NOTE THIS IS A STANDARD DETAILS SHEET PREPAIRED FOR SINGLE FAMILY HOUSEING 'TYPE V NONRATED CONSTRUCTION. THESE DETAILS HAVE BEEN PREPARED TO COVER GENERAL. CONSTRUCTION CONDITIONS. NOT ALL DETAILS ON THIS SHEET WITH DETAIL ARE NECESSARILY INCORPORATED INTO THIS SPECIFIC PROJECT. COORDINATE BUBBLES ON PLANS. THIS DRAWING IS C (CDPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT J _ -- - -- �— tm �i v V A — i m I /� 0 I ►� � _ i CA co Cn I x IUD (l r v. Z t z o 1, �► � f�� � m � � � )0x � O� m rn WTI 0 r W n r r � >m � rn r r h 0 �A A a 4 ` - - rf1 A , m - �_ mrn D 7_ 0 T U m n M = ~ �l A rn f 4 � r v m4 ru ^ ! m rn m D •., 70 D -~ 35 (p� - p a A A a a SHEARWALL SCHEDULE 5TWO 14 PER DETAIL 8/501 (SIM) V Q 0 NAILING STWO 14 RJ PER DETAIL 8/SDI BOTTOM PLA NA IL I TOP PLATE NAILING ALLOWABLE WALL STUDS Si�EATH•HING NAIL PANEL EDGE V SILL PLATE TO MEMBER BELOW FROM ME *WER ABOVE LOAD • A2 EDGE FIELD CUT/SOL ID i - JOISTS CUT/SOLID I - JOISTS TYPE L — - -J L____-j TYPE 15LOCKIt s ANCHORAGE REDUCTION FOR WF HDIOA PER DETAIL 8/501 LU"1115ER LUMBER P1 - 624 2x • 24'oc b 6 5/8' • 48' oc 5/8' • 48' oc 20' 14 ' I6d • 5' oc 16d • 5 ' oc 6O PLF 191 PLF PI - 6 2x • PI - 4 16' oc '1/16' OSB. 011E SIDE .113 DIA 4 5/8' • 32' oc 12' *d • 4' oc 302FLF PI -3 P-NAIL 3 5/8' • 24' oG A315's • 10' oc *d • Y oc 360 PL.F FM-31V 3x • i6'oc YES 3 4 5/8' • 12' oc 5/8' • Y6' oc AM's • W oc A35's • 1' oc 2 -1/2' oc 14(2 •�� 513 PLF 1010 PLF P2-4 3 STACaGER S#4EATWNG 1/16' OS.B. 1 ,jp�g TWO SIDES 3 ' • ' oc 5/8' � A36's • 5' oc (2) ROUE Ibd•3 oc WO PLF FOUNDATI SHEAR WALLS *Mft Ml "I I [ b "` • ! is qb rr /1-11<> REAR R. MID. i I i t t i � t .I I I MIDDLE LE I I F. MID. � i 1 ` L — — — — — — — — — — - - - — -- — -- - - — — - - — — — — - -- - -- - - _- - - - - -- - - - - -- -- - - -- - FRONT PER 199'I um GENERAL SHEAR NOTES ww I. SEE CALCULATIONS FOR DESIGN CRITERIA 2. ALL 514EAOWJALLS SWOUN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY SWOIiN SHADED 3. ANCHORAGE IS FOR SHEAR LOLLS (PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS TO BE SPACED PER 1991 UBC TABLE 23- II -8 -1. 4. WHERE PORTIONS OF WALLS ARE NOT DESHGNATED AS SWEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. UB,C- REQUIREMENTS. 5. IF SHEATHING JOINT IS SPLIT ON A C4M'1ON MEMBER NO ADDITIONAL TOP PLATE NAILING 16 REG UIRED. b. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 1. SEE MANUFACTURER'S REC,UIREMENTS AND DETAILS FOR EACH TYPE OF HOLD<XN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. S. ALL PLYWOOD OR GYPSUM SHEARWALLS 514ALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 9. DO NOT OVERDRIVE NAILS INTO SHEATHING. 10. APPLY SHEAR PANEL DIRECTLY TO FRAMING MEMBER 11. ROOF SHEATI4Wx: 1116' 055 APA RATED SHEATHING (24/0). LAY UP W/ MIN. 1/8' CLR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING TO BE 8d C0M" RON W/ EDGE NAILING AT 6' oc 4 FIELD NAILING AT t2' oc ALLOWABLE DIAPWRAM SHEAR: 110x0.82.140plf PER 1991 U113C TABLE 23 -11 -W 12. FLOOR SHEATHING: 19/32 MM APA RATED SHEATHING (48/24) NAILED 4 GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATIONS AFG 01. PROVIDE TAG EDGES AT LONG PANEL EDGES. NAILING TO BE !0d C "ION W/ EDGE NAILNG AT 6' oc 4 FIELD NAILNG AT 10' oc ALLOWABLE DIAPHRAM SHEAR: 215x0,82 =mpl PER 1991 UBC TABLE 23-11--W 13. PLYWOOD SHALL BE LAID ut/ FACE GRAM PERPENDICULAR TO SUPPORTS AND END. 14. ANCHOR BOLT PLACEMENT HAS BEEN DOUBLED TO A SINGLE 2x SILL PLATE IN S14EARdLALLS NOT EXCEED 600p1f, PER THE WASINGTON STATE BUILDING CODE CODICILS EMERGENCY RULWs AMENDR4G; U$,C. T ABLE 23- II -1 -1 AND TABLE 23- 11 -1 -2. V SHEARWALL KEYNOTES 1 5TWO 14 PER DETAIL 8/501 (SIM) V Q 0 ? STWO 14 RJ PER DETAIL 8/SDI z x H z 3 V Sul V C7 t I 4 L — - -J L____-j FOUNDATI SHEAR WALLS *Mft Ml "I I [ b "` • ! is qb rr /1-11<> REAR R. MID. i I i t t i � t .I I I MIDDLE LE I I F. MID. � i 1 ` L — — — — — — — — — — - - - — -- — -- - - — — - - — — — — - -- - -- - - _- - - - - -- - - - - -- -- - - -- - FRONT PER 199'I um GENERAL SHEAR NOTES ww I. SEE CALCULATIONS FOR DESIGN CRITERIA 2. ALL 514EAOWJALLS SWOUN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY SWOIiN SHADED 3. ANCHORAGE IS FOR SHEAR LOLLS (PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS TO BE SPACED PER 1991 UBC TABLE 23- II -8 -1. 4. WHERE PORTIONS OF WALLS ARE NOT DESHGNATED AS SWEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. UB,C- REQUIREMENTS. 5. IF SHEATHING JOINT IS SPLIT ON A C4M'1ON MEMBER NO ADDITIONAL TOP PLATE NAILING 16 REG UIRED. b. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 1. SEE MANUFACTURER'S REC,UIREMENTS AND DETAILS FOR EACH TYPE OF HOLD<XN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. S. ALL PLYWOOD OR GYPSUM SHEARWALLS 514ALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 9. DO NOT OVERDRIVE NAILS INTO SHEATHING. 10. APPLY SHEAR PANEL DIRECTLY TO FRAMING MEMBER 11. ROOF SHEATI4Wx: 1116' 055 APA RATED SHEATHING (24/0). LAY UP W/ MIN. 1/8' CLR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING TO BE 8d C0M" RON W/ EDGE NAILING AT 6' oc 4 FIELD NAILING AT t2' oc ALLOWABLE DIAPWRAM SHEAR: 110x0.82.140plf PER 1991 U113C TABLE 23 -11 -W 12. FLOOR SHEATHING: 19/32 MM APA RATED SHEATHING (48/24) NAILED 4 GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATIONS AFG 01. PROVIDE TAG EDGES AT LONG PANEL EDGES. NAILING TO BE !0d C "ION W/ EDGE NAILNG AT 6' oc 4 FIELD NAILNG AT 10' oc ALLOWABLE DIAPHRAM SHEAR: 215x0,82 =mpl PER 1991 UBC TABLE 23-11--W 13. PLYWOOD SHALL BE LAID ut/ FACE GRAM PERPENDICULAR TO SUPPORTS AND END. 14. ANCHOR BOLT PLACEMENT HAS BEEN DOUBLED TO A SINGLE 2x SILL PLATE IN S14EARdLALLS NOT EXCEED 600p1f, PER THE WASINGTON STATE BUILDING CODE CODICILS EMERGENCY RULWs AMENDR4G; U$,C. T ABLE 23- II -1 -1 AND TABLE 23- 11 -1 -2. V SHEARWALL KEYNOTES 1 5TWO 14 PER DETAIL 8/501 (SIM) V Q 0 ? STWO 14 RJ PER DETAIL 8/SDI 0 3 HD2A PER DETAIL 8/501 V co 4 HD5A PER DETAIL 8/5D1 V < s> HDIOA PER DETAIL 8/501 < 6 > CSI& -60 DRAGSTRUT PER DETAIL 10/SD2 Z C516 -30 PER DETAIL 6502 8 0516 -48 PER DETAIL 14/502 < s> FN-02 PER DETAIL 8/SDI <10> P$475 PER DETAIL 8/5DI �11> P"010 PER DETAIL 8/50 < M > WrT22 W/ SOTB20 PER DETAIL 8/301 "T'M W/ 55TD20 OR 1/2' ALL 'Ti -READ- PRIO'VIDE TI•K*D FOOTING F"ER f"'IANtFACTt MS 13 REC 71ENDATKJKi arw 1• MK T. PROVDE MST48 STRAP TWRU FLOOR TO 8"E+4RWAL.L ABOVE PERK DETAIL 15601 1 2) C` -30 PER DETAIL 1,/502 J HOLD S r= BACK TO ALLOW PL` UA00D X 15 SIEATW04G TO RN COKTIk O S T'HROIi PER!°RNDICULAR U ALL_ $ .p AND " DON 1u/ V2" AL.;_ T � 15E1USEN Ti.E WO ALi T-OWAD 15 � s� �L0014 �OLST. r � SaE , PoV SCL a BLCKXJ G .#CER SYMBOLS& LEGEND 1 > HAD i.Ir J :•4�._OVT i' �/ v'ER'G4L S ,t�"'» C•4�i.Q:T C� -6 �►EIiR -��- rY'�E C>F �EIIIt �M•i ( I i 1 O c lY w cr cc Q •O� � d r� ~ CA a U o�� Q Na � � s N oo � o w wow O o M two- l i t z fZ Z at ,� to W '4z: v 70.11:: Solna!■ m siol a s co a�� O c lY w cr cc Q •O� � d r� ~ CA a U o�� Q Na � � s N oo � o w wow O o M two- l i t z fZ Z at ,� to W '4z: v 70.11:: Solna!■ m siol a s w w a i L _ a wl z w i a meow go 'i SHEARWALL SCHEDULE y i z H NAILNG x BOTTOM PLATE NAILI TOP PLATE NAILING ALLOWABLE WALL OTUDS SHEATHR NAIL PANEL EDGE SILL PLATE TO MEMBER BELOW FROM MEMBER ABOVE LOAD • 82 EDGE FIELD CUT/SOLID I - JOISTS CUT/8000 I - JOISTS TYPE co ` Kr TYPE BLOCKING ANC "ORACIE REDUCTION W LUM LUMBER � FOR 14F Pi -624 2x • 24'oc op a� 6 6 o 5/8• • 48' oc SIB' • 48' oc V V N 20' 14' 16d • 5' oc 16d • S' oc 150 PLF 191 PLF PI 2x • M -4 I6 oc 0'SB. ONE SIDE -n3 DIA P -NAIL 4 3 Q 5/8' • 32' oc 5/8' • 24' oc 12' A36's • 10' oc 16d • 4' oc l6d • Y oc 302PLF 350 PLF PI -3 Q M -310 3x • 16'oc r 1'ES 3 4 ® 5/8' • 12' oc 5/8' • 16' oc � � A3b's • ID' oc A3b's • 1 ' oc I6d • 2-14' oc l (2 •� 513 PLF 100 FLF P2 -4 STAGGER � SHEATHING 1/Ib 0S.5 a SQ o Z P JOINTS TWO SIDES 3 5/8' • 12' oc A35's • S' oc (2) 3o, 16d 0 • 3 * oc WO PLF oww� f i REAR R. MID. I -, ' ,L ing MIDDLE F. MID. . - .poor'' ^T • r 2 ' 1 . - ► s v — -7 V I 1p r LOWER FLOOR SHEAR WALLS soft Vey -v 0`i y i z H w x U (y a A4 it # ZI&r11R -Ti_ GENERAL SHEAR NOTES Uxo I. SEE CALCULATIONS FOR DESIGN CRITERIA 2. ALL SHEARLIALLS SWO N ON THE FLOOR PLAN ARE FOR (WALLS ON THAT LEV£L. (TYPICALLY SWOU N SHADED). 3. ANC440RAGE IS FOR SHEAF W"-LS (PANELS.) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS TO BE SPACED PER 1991 UBC TABLE 23- II -5- 4. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. U$.C. REGXlIREMENTS. 5. IF SHEATHING JOINT IS SPLIT ON A COMMON MEMBER NO ADDITIONAL TOP PLATE NAILING IS REGUIRED. b. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 1. SEE MANUFACTURER'S REG UIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOWN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. S. ALL PLYWOOD OR GYPSUM S14EARI1t1ALLS SHALL BE APPLIED WORI20NTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 4 1 DO NOT OVERDRIVE NAILS INTO SHEATWING. 10. APPL SHEAR PANEL DIRECTLY TO FRAMING MEMBER 11, ROOF 514EATWMCs: 1/16' OSB APA RATED SHEATHING (24/0). LAY UP w/ MIN. 1/8' CLR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING TO BE 8d COP" thON w/ EDGE NAILING AT b' oc 4 FIELD NAILINKs AT 12' oc ALLOULABL..E DIAPI.IRAM SHEAR: 1'1~A2.140p1f PER 19'9'1 UBC TABLE 23 -11 -14 12. FLOOR SHEATHING: 19/32 MIN APA RATED SHEATHING (48/24) NAILED 4 GLUED. ADHESIVE SHALL TO APA SPECIFICATIONS AFG 01. PROVIDE T4G EDGES AT LONG PANEL EDGES. NAILING TO BE 10d COMMON w/ EDGE NAILING AT 6' oc 4 FIELD NAILING AT 10' oc ALLOWABLE DIAPHRAM SHEAR 215x0.82 *Mp1f PER 199'1 UBC TABLE 23 -11 - 13. PLYWOOD SHALL BE LAID w/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END. 14. ANCHOR BOLT PLACEMENT WAS BEEN DOUBLED TO A SINGLE 2x SILL PLATE IN SHEAFLL4LLS NOT EXCEED 600p1f, PER THE WASINGTON STATE BUILDW.2 CODE COUNCILS EMERGENCY RULING AMENDING LLB.C. TABLE 23- II -1 -1 AND TABLE 23- II -1 -2. V SHEARWALL KEYNOTES 1 STHD 14 PER DETAIL $/SDI (SIM) 2 STHD 14 RJ PER DETAIL &/SDI < 3 > WD2A PER DETAIL 8/601 < 4 > ND5A PER DETAIL 8/5D1 1 HD10A PER DETAIL 8/5D1 6 CSW6 -60 DR.AGSTRUT PER DETAIL 10/SD2 1 (516 -30 PER DETAIL US02 8 (516 -48 PER DETAIL 14/SD2 < i> PHD2 PER DETAIL 8/501 < 10 > PWDS I ER DETAIL S/SD1 11 PHD10 PER DETAIL 8/'SD1 <t2> WTr22 a/ SST520 PER DETAIL 8/5DI "TT22 ii/ SOTB20 OR I/2 ALL TWFREAD. PROVIDE r KWD FOOTING DER MAKFACTURE BECOME DAT1oK5 UXTN 7 MAC. 9 RIE (T- F�CJ 4M MST46 STRAP Ti-M FLOOR TO 5 ABOVE PER DETAIL 5/50!_ 14 (2) C5i6 - 30 1OER DETAIL V502 HOLD STJD BACK TO A"OW PLYUK)oD ATIfIG TO RUN CW04 X S TH#�pUCsil J KAALAR 04rM :p AND 4T"22 D 1N tL U2 AA- TOAD T WE Tai_ 41..E .4D ';5 CoW*4XX S J +Ram. FLOOR JOtsr. 'ARO%nDE B.00 JWz UNDER ItL4L.:- .�ov1E V a Q OWN it a V 04 11 1 1 Tm-E SYMBOLS 3 LEGEND 1 ,/'� J S"R.�P 1J"�+ �.�. ►047' 5 S►+E.�R XG Ift : «IAAs ff"T l III lft : m1115 51.2 I Is .t y i O a a w ff ^• W IY r�%A �� M ol E- U, co Id.r a Cc co ` Kr o T =4 :3 W U Tm-E SYMBOLS 3 LEGEND 1 ,/'� J S"R.�P 1J"�+ �.�. ►047' 5 S►+E.�R XG Ift : «IAAs ff"T l III lft : m1115 51.2 I Is .t y i O a a w ff ^• W IY r�%A �� M ol E- Id.r a Cc .� ` Kr o T =4 :3 W U � � op a� ' o U V V N cV � w a � � a N o Q a r 411111111a � � a 0 � � � O U a SQ o Z s� M = Tm-E SYMBOLS 3 LEGEND 1 ,/'� J S"R.�P 1J"�+ �.�. ►047' 5 S►+E.�R XG Ift : «IAAs ff"T l III lft : m1115 51.2 I Is .t y i ff ^• r�%A �� M Id.r ti ` Kr W op o -J . 21 Tm-E SYMBOLS 3 LEGEND 1 ,/'� J S"R.�P 1J"�+ �.�. ►047' 5 S►+E.�R XG Ift : «IAAs ff"T l III lft : m1115 51.2 I Is .t SHEARWALL SCHEDULE NAILING I BOTTOM PLATE NAILI TOP PLATE NAILING ALLOWABLE WALL � S TYPE STUDS SHE ATW NAIL PANEL EDGE TYPE BLOCKING EDGE FIELD b b 1 /16' OSB. 4 ONE SIDE 113 DIA P -NAIL 3 P-30 3x • 16'oc P2.4 3x • 16' x STA SCIER 844EATWNG 1/16' 0.58. -3 JOINTS TWO SIDES P -624 2x • 24' P - 6 2x r 1 -4 16' oc P! -3 YES 3 4 kJ SILL PLATE TO MEMBER BELOW FROM I R ABOVE LOAD • $2 4NC. 40RAGE CUT/30L tD z CUT/5OL ID REDU 3 LUMBER - )01575 LUMBER I - JOISTS HF 5/8' • 48' oc Q 20' 16d • 5' oc 150 PLF 5/8' • 46' oc WD5A PER DETAIL 815101 14 lbd • 5' m 19'1 PLF 5/8' • 32' oc WD10A PIER DETAIL $/SDI 12' Ibd • 4' oc 302F'LF 6/8' • 24' oc Q A3b'b • W oc 16d • V oc 350 PLF 518' • Q' oc fi V A35'6 • ID' oc i6d • 2 - U7 oc 513 PLF 5/8' • t6' oc �.1► o A3b,s • 1' oc (2) ROW5 IM PLF p 4 Y; Q ibd • 4 oc V c 5/8' • 12' oc cV w 4 MI 6 •5 0c ( 2) ROWS '900 PLF ELL 16d • 3'oc a.b Wtirr i D 0 E -z 4 ' t Y- Y O U PrM w/ 9STB20 PER DETAIL 8/5Di WTT22 a/ 5ST1520 OR V.I* ALL TREAD. PRROVIDE TW,'?TV FOOTHS PER MAKFACTU RES 13 AT KAl W 114 - T' T-n PROVIDE '" RST48 STRAP TF-M FLOOR TO SHEAFMALL f4B0VE PER DETAIL 5/5(71. 14 (2i CSib -30 PER DETAIL LW2 +OLD STUD BACK TC AL.LOW PL` UlOOD '5 SEA - W14G TO RUN OTHIOUS TWFa UC*4 K1LAR ILLALA - z -''TTY LIP AN "''"M =CURr AV in' ALL 7 1-�ID 16 BET► T�E Tim. ALL n B GaNTNJ -}+I�cxr,►� �_ooR Joy-. � "ROV DE SO V OX-ovcNG iNDER SYMBOLS dt LEGEND lam' _E *-EAR arli . - rr cw &CAR aft.. PER191U15C GENERAL SHEAR NOTES I. SEE CALCULATIONS FOR DESIGN CRITERIA 2. ALL SHEARLIALLS SMOUIN ON THE FLOOR PLAN ARE FOR WALLS ON TWAT LEVEL (TYPICALLY SWOULN 514ADED ). 3. ANCHORAGE 15 FOR SMEARAUALLS (PANELS) ONLY, WHERE PORTIONS OF WALL$ ARE NOT DESIGNATED AS SMEAR PANELS, NAILS TO BE SPACED PER 1991 UBC TABLE 23- II -8- 4. WHERE PORTIONS OF IiA.4L.LS ARE NOT DESIGNATED AS SHEAR PANELS TWEN SMEAR DETAILS DO NOT APPLY. FOLLOW MIN. U.B-C. REGUIREMENTS. 5. IF SWEATWNG JOINT IS SPLIT ON A COI"R'9ON MEMBER NO ADDITIONAL TOP PLATE NAILING 15 REQUIRED. b. PROVIDE TWO STUDS AT ALL WOLD DOWN LOCATIONS. 1. SEE MANUFACTURER'S REGUIP091ENTS AND DETAILS FOR EACH TYPE OF W0LD01IN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. S. ALL PLYWOOD OR GYPSiUM SHEARIAAL.LS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES $WALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 9. DO NOT OVERDRIVE NAILS INTO SHEATHING. 10. APPLY SHEAR PANEL DIRECTLY TO FRAMING MEMBER 11. ROOF 5NEATNING: 1116' OSB APA RATED SWEATWMG (24/0). LAY UP m/ MIN. 1/8' CLR IDEIUEEN PALLS TO ALLOW FOR EXPANSION. NAILING TO BE 8d C0I"' M N w/ EDGE NAILING AT 6' oc t FIELD NAILING AT C1' oc ALLOWABLE DIAPHRAM SI -BAR; n0x0B2.W plf PER 19'91 UBC TABLE 23 -11 -W 12. FLOOR S14EATWNG: 19/32 MIN APA RATED $WEATWNG (48/24) NAILED 4 GLUED. ADHESIVE SHALL TO APA SPECIFICATIONS AFG 01. PROVIDE T4G EDGES AT LONG PANEL EDGES. NAILING TO BE 10d C0MMON w/ EDGE NAILING AT 6' oc .1 FIELD NAILING AT 10' oc ALLOWABLE D IAPWRAM SHEAR: 215x0,82 ■ mplf PER 1991 UBC TABLE 23 -11 -H 13. PLYWOOD SHALL BE LAID w/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END. 14. ANCHOR BOLT PLACEMENT WAS BEEN DOUBLED TO A SINGLE 2x SILL PLATE IN SWEAFM44LLS NOT EXCEED 600pif, PER TWE WASWITON STATE BUILDNG CODE COUNCILS EMERGENCY RULNG AMENDNG U.B.C. TABLE 23- II -1 -1 AND TABLE 23- 11 -1 -2. V SHEARWALL KEYNOTES 1 S TWD 14 PER DETAIL 8/5101 (SiM) O z STWD u RJ PER DETAIL 8/SDI z E" a.b Wtirr i D 0 E -z 4 ' t Y- Y O U PrM w/ 9STB20 PER DETAIL 8/5Di WTT22 a/ 5ST1520 OR V.I* ALL TREAD. PRROVIDE TW,'?TV FOOTHS PER MAKFACTU RES 13 AT KAl W 114 - T' T-n PROVIDE '" RST48 STRAP TF-M FLOOR TO SHEAFMALL f4B0VE PER DETAIL 5/5(71. 14 (2i CSib -30 PER DETAIL LW2 +OLD STUD BACK TC AL.LOW PL` UlOOD '5 SEA - W14G TO RUN OTHIOUS TWFa UC*4 K1LAR ILLALA - z -''TTY LIP AN "''"M =CURr AV in' ALL 7 1-�ID 16 BET► T�E Tim. ALL n B GaNTNJ -}+I�cxr,►� �_ooR Joy-. � "ROV DE SO V OX-ovcNG iNDER SYMBOLS dt LEGEND lam' _E *-EAR arli . - rr cw &CAR aft.. PER191U15C GENERAL SHEAR NOTES I. SEE CALCULATIONS FOR DESIGN CRITERIA 2. ALL SHEARLIALLS SMOUIN ON THE FLOOR PLAN ARE FOR WALLS ON TWAT LEVEL (TYPICALLY SWOULN 514ADED ). 3. ANCHORAGE 15 FOR SMEARAUALLS (PANELS) ONLY, WHERE PORTIONS OF WALL$ ARE NOT DESIGNATED AS SMEAR PANELS, NAILS TO BE SPACED PER 1991 UBC TABLE 23- II -8- 4. WHERE PORTIONS OF IiA.4L.LS ARE NOT DESIGNATED AS SHEAR PANELS TWEN SMEAR DETAILS DO NOT APPLY. FOLLOW MIN. U.B-C. REGUIREMENTS. 5. IF SWEATWNG JOINT IS SPLIT ON A COI"R'9ON MEMBER NO ADDITIONAL TOP PLATE NAILING 15 REQUIRED. b. PROVIDE TWO STUDS AT ALL WOLD DOWN LOCATIONS. 1. SEE MANUFACTURER'S REGUIP091ENTS AND DETAILS FOR EACH TYPE OF W0LD01IN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. S. ALL PLYWOOD OR GYPSiUM SHEARIAAL.LS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES $WALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 9. DO NOT OVERDRIVE NAILS INTO SHEATHING. 10. APPLY SHEAR PANEL DIRECTLY TO FRAMING MEMBER 11. ROOF 5NEATNING: 1116' OSB APA RATED SWEATWMG (24/0). LAY UP m/ MIN. 1/8' CLR IDEIUEEN PALLS TO ALLOW FOR EXPANSION. NAILING TO BE 8d C0I"' M N w/ EDGE NAILING AT 6' oc t FIELD NAILING AT C1' oc ALLOWABLE DIAPHRAM SI -BAR; n0x0B2.W plf PER 19'91 UBC TABLE 23 -11 -W 12. FLOOR S14EATWNG: 19/32 MIN APA RATED $WEATWNG (48/24) NAILED 4 GLUED. ADHESIVE SHALL TO APA SPECIFICATIONS AFG 01. PROVIDE T4G EDGES AT LONG PANEL EDGES. NAILING TO BE 10d C0MMON w/ EDGE NAILING AT 6' oc .1 FIELD NAILING AT 10' oc ALLOWABLE D IAPWRAM SHEAR: 215x0,82 ■ mplf PER 1991 UBC TABLE 23 -11 -H 13. PLYWOOD SHALL BE LAID w/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END. 14. ANCHOR BOLT PLACEMENT WAS BEEN DOUBLED TO A SINGLE 2x SILL PLATE IN SWEAFM44LLS NOT EXCEED 600pif, PER TWE WASWITON STATE BUILDNG CODE COUNCILS EMERGENCY RULNG AMENDNG U.B.C. TABLE 23- II -1 -1 AND TABLE 23- 11 -1 -2. V SHEARWALL KEYNOTES 6 0516 -60 DRAGSTRUT PER DETAIL 10/SD2 1 0516 -30 PER DETAIL 1/502 < 8 > CSI16 - 48 PER DETAIL 1415D's 9 PH02 PER DETAIL 815DI 1 i 010 PqD5 OER DETAIL 8JSD1 11 PNDiO PER DETAIL 86CI S�xx — - - -- T� srw am scm -zoo 1 S TWD 14 PER DETAIL 8/5101 (SiM) O 2 STWD u RJ PER DETAIL 8/SDI w W uj 3 WD2A PER DETAIL $/SDI w � Q 4 WD5A PER DETAIL 815101 a cr �1 5 WD10A PIER DETAIL $/SDI 6 0516 -60 DRAGSTRUT PER DETAIL 10/SD2 1 0516 -30 PER DETAIL 1/502 < 8 > CSI16 - 48 PER DETAIL 1415D's 9 PH02 PER DETAIL 815DI 1 i 010 PqD5 OER DETAIL 8JSD1 11 PNDiO PER DETAIL 86CI S�xx — - - -- T� srw am scm -zoo o a ICA a s N .� o 0 a o V *1& 0 y b t� o o �co Z it cl a. i a 1 ti C.� y O A r 11 ' W t� �Y r r lLf j. m: 01111�11111 m: 5FE= S2 $a Is 4 8 MAIN FLOOR SHEAR WALLS O 11J OC w W uj w � a cr cd J Q •O U �i.■� f fi V o a ICA a s N .� o 0 a o V *1& 0 y b t� o o �co Z it cl a. i a 1 ti C.� y O A r 11 ' W t� �Y r r lLf j. m: 01111�11111 m: 5FE= S2 $a Is 4 8 MAIN FLOOR SHEAR WALLS O 11J OC w W w � a cr cd J Q •O U �i.■� f fi V U �.1► o o _ _ p 4 Y; Q Q V c 4 > Y cV w w ELL a. i a 1 ti C.� y O A r 11 ' W t� �Y r r lLf j. m: 01111�11111 m: 5FE= S2 $a Is 4 8 MAIN FLOOR SHEAR WALLS WALL W - TYPE STUDS SHEATH SHEARWALL SCHEDULE 7 7NAILING BOTTOM PLA NAILI TOP PLATE NAILING ALLOWABLE NAIL PANEL EDGE TYPE BLOCKING ONE SIDE .113 DIA P -NAIL YES P1 -310 3x • Ib'oc P2 -4 3x • 16' GC STACsGER P2 -3 SHEATHING 1/16' OS$- JOINTS TWO SIDES P -624 2x • 24'oc P1 -6 2 P -4 oc PI -3 REAR R. MID. MIDDLE i I ! I f , F. MID. I r I I r t t ' ' to - - = ! le -*' , UPPER FLOOR SHEAR WALLS soft i s • PER 1991 LLAc- GENERAL SHEAR NOTES 1w + I. SEE CALCULATIONS FOR DESr -,N CRITERIA 2 • ALL SHEARWALLS SWOUN ON THE FLOOR PLAN ARE FOR WALLS ON TWAT LEVEL. (TYPICALLY SHOWN SHADE 3. ANCWORAGE IS FOR 514E ARLLQ -LS (PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS TO BE SPACED PER I991 UBC TABLE 23- II -15-1. 4. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SWEAR DETAILS DO NOT APPLY. FOLLOW MIN. U.A.G. REOJIREMENTS. S. IF SHEATHING JOINT 15 SPLIT ON A C MMON1 MEMBER NO ADDITIONAL TOP PLATE NAILING 15 REQUIRED. 6. PROVIDE TWO STUDS AT ALL HOLD DON LOCATIONS. 1. SEE MAN.FAC'T'URER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOiN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 8- ALL PLYWOOD OR GYPSUM SWiEARUkALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE S AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 3 DO NOT OVERDRIVE NAILS !NTO SNEATI- FNG. 10. APPLY SHEAR PANEL DIRECTLY TO FRAMING DER 11. ROOF SHEATWMG: 1/16' OSB APA RATED SWEATHMG (24/0). LAY UP W/ MIN. 1/8' CLR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING TO BE 8d C0" ION W/ EDGE NAILNG AT 6' oc 4 FIELD NAILMG AT 12' oc ALLOWABLE DIAF44RAM SNEAK 110xO.82s140pif PER 1991 UBC TABLE 23 -11 -W a SILL PLATE TO MENDER BELOW FROM MEMER ABOVE LOAD • b2 EDGE FIELD ANCNORAiGE CUT/SOLID I - JOISTS CUT/SO-ID I - JOISTS REDUCTION FOR WF LUMBER LUMBER 6 5/8' • 48' oc 20' Ibd • 5' oc b0 PLF • 46'm m�� 14' I6d • 5' oc 191 PLF 4 5/S' • 32' oc 12 ' *d • 4' oc 302PLF 3 12 5/8' • 24' oc A3b's • 10' oc I6d • V oc 3b0 PLF 3 5/8' • 12' oc A35's • IO' oc • 2412 I/2' oc 5L3 PLF 4 5!8' • 16' oc • A35 s • 7 oc (2) ROWS 'lee PLF 16d•4oc 3 gam• • 12' oc A36s • S oc (2) ROWS 900 PLF 16d•3oc REAR R. MID. MIDDLE i I ! I f , F. MID. I r I I r t t ' ' to - - = ! le -*' , UPPER FLOOR SHEAR WALLS soft i s • PER 1991 LLAc- GENERAL SHEAR NOTES 1w + I. SEE CALCULATIONS FOR DESr -,N CRITERIA 2 • ALL SHEARWALLS SWOUN ON THE FLOOR PLAN ARE FOR WALLS ON TWAT LEVEL. (TYPICALLY SHOWN SHADE 3. ANCWORAGE IS FOR 514E ARLLQ -LS (PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS TO BE SPACED PER I991 UBC TABLE 23- II -15-1. 4. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SWEAR DETAILS DO NOT APPLY. FOLLOW MIN. U.A.G. REOJIREMENTS. S. IF SHEATHING JOINT 15 SPLIT ON A C MMON1 MEMBER NO ADDITIONAL TOP PLATE NAILING 15 REQUIRED. 6. PROVIDE TWO STUDS AT ALL HOLD DON LOCATIONS. 1. SEE MAN.FAC'T'URER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOiN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 8- ALL PLYWOOD OR GYPSUM SWiEARUkALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE S AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 3 DO NOT OVERDRIVE NAILS !NTO SNEATI- FNG. 10. APPLY SHEAR PANEL DIRECTLY TO FRAMING DER 11. ROOF SHEATWMG: 1/16' OSB APA RATED SWEATHMG (24/0). LAY UP W/ MIN. 1/8' CLR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING TO BE 8d C0" ION W/ EDGE NAILNG AT 6' oc 4 FIELD NAILMG AT 12' oc ALLOWABLE DIAF44RAM SNEAK 110xO.82s140pif PER 1991 UBC TABLE 23 -11 -W a a � a w U �l z V w V l x � 04 REAR R. MID. MIDDLE i I ! I f , F. MID. I r I I r t t ' ' to - - = ! le -*' , UPPER FLOOR SHEAR WALLS soft i s • PER 1991 LLAc- GENERAL SHEAR NOTES 1w + I. SEE CALCULATIONS FOR DESr -,N CRITERIA 2 • ALL SHEARWALLS SWOUN ON THE FLOOR PLAN ARE FOR WALLS ON TWAT LEVEL. (TYPICALLY SHOWN SHADE 3. ANCWORAGE IS FOR 514E ARLLQ -LS (PANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS TO BE SPACED PER I991 UBC TABLE 23- II -15-1. 4. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SWEAR DETAILS DO NOT APPLY. FOLLOW MIN. U.A.G. REOJIREMENTS. S. IF SHEATHING JOINT 15 SPLIT ON A C MMON1 MEMBER NO ADDITIONAL TOP PLATE NAILING 15 REQUIRED. 6. PROVIDE TWO STUDS AT ALL HOLD DON LOCATIONS. 1. SEE MAN.FAC'T'URER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDOiN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 8- ALL PLYWOOD OR GYPSUM SWiEARUkALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE S AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 3 DO NOT OVERDRIVE NAILS !NTO SNEATI- FNG. 10. APPLY SHEAR PANEL DIRECTLY TO FRAMING DER 11. ROOF SHEATWMG: 1/16' OSB APA RATED SWEATHMG (24/0). LAY UP W/ MIN. 1/8' CLR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING TO BE 8d C0" ION W/ EDGE NAILNG AT 6' oc 4 FIELD NAILMG AT 12' oc ALLOWABLE DIAF44RAM SNEAK 110xO.82s140pif PER 1991 UBC TABLE 23 -11 -W 12. FLOOR SHEATHING: 19/32 MIN APA RATED SI~EATWWx (48/24) NAILED 4 GLUED. ADAESIVE SHALL CONFORM TO APA SPECIFICATIONS AF x O1. PROVIDE T 4G EDGES AT LONG PANEL EDGES. NAILWx TO BE lOd COM1MON W/ EDGE NAILNG AT 6' oc t FIELD NAILING AT 10' oc ALLOWABLE D IAP14RAM SHEAR: 215x082 w lllpif PER 1991 UBC TABLE 23 -11 -H 13. PLYWOOD SHALL BE LAID m/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END. 14. AWWOR BOLT PLACEMENT HAS BEEN DOUBLED TO t IS Q co A SINGLE 2x SILL PLATE IN SHEARIUALLS NOT EXCEED �0 womq 600p1f, PER THE WAS NGTON STATE BUILDING CODE COUNCILS ILS E1"E13r49W, MA -W-1 AMEND W.1 UZZ. TABLE 23 - II -1 -1 AND TABLE 23- II -1 -2. V 0 1■I SH EARWALL KEYNOTES � o � I STWD 14 PER DETAIL 8/501 (SIM) V O N I" 2O 2 STHD 14 RJ PER DETAIL 8/301 O 14 44 rA s 3 W02A PER DETAIL 8/501 Sao 4 HDF✓A PER DETAIL &/W, •sue O n <,svp> HDIOA PER DETAIL 8/SD < b > 0516 -60 DRAGSTRUT PER DETAIL 10/502 'T CSI6 -30 PER DETAIL 1/502 < 8 > 0516 -48 PER DETAIL 141502 < s> PND2 PER DETAIL 8/501 10 j PHOS PER DETAIL 8/501 i 1 PFOIO PER DETAIL 8/50i <12> HTT22 a/ SOTB20 PER DETAIL 8 W 1 WTT22 w/ 55TS20 OR 1!2' ALL THREAD_ P la v , E 'rw D FOOT h G PER 1' L4NLFACTURES 13 ATIOMS UTN 1' M11N. PROVIDE MST46 STRAP TMIRJ FLOOR TO SWEARWALL ABOVE PER DETAIL 151501. '14 (2) 0516 - P> R DETAIL U302 , AOLD STLID BACK 'G ALLOW PL`r UlOOD 'v SFEATWIING TO f" .OYT1�i,JOU5 THROUGH -"r= tP AND " OCUIN 69 t AL.L T+-AD <� > BETUE04 n- L E "WO AL T AO 1S ICai�+ FLOOR JO+ST. /\.- . RI °O�E O I) BLOCJNIG UNDER �/ � A80VE SYMBOLS do LEGEND DAh .sir» c- Aal-CuT VS4"+C. %. 5'!R4P &I C.•riL,M 5 _ SEAR %A" If CF SWAP O a w w J J Q H U o w Q N w O � Q � O a � 0 O � U U) z t.Q a � O !�! cp y y 1 IL to .4 •, Oa h r f r � 4 �t E ' 1 '77LE > I= : «Au STAKIDIG will: �� , I k!- 0 Ll q �z m�� a� 12. FLOOR SHEATHING: 19/32 MIN APA RATED SI~EATWWx (48/24) NAILED 4 GLUED. ADAESIVE SHALL CONFORM TO APA SPECIFICATIONS AF x O1. PROVIDE T 4G EDGES AT LONG PANEL EDGES. NAILWx TO BE lOd COM1MON W/ EDGE NAILNG AT 6' oc t FIELD NAILING AT 10' oc ALLOWABLE D IAP14RAM SHEAR: 215x082 w lllpif PER 1991 UBC TABLE 23 -11 -H 13. PLYWOOD SHALL BE LAID m/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END. 14. AWWOR BOLT PLACEMENT HAS BEEN DOUBLED TO t IS Q co A SINGLE 2x SILL PLATE IN SHEARIUALLS NOT EXCEED �0 womq 600p1f, PER THE WAS NGTON STATE BUILDING CODE COUNCILS ILS E1"E13r49W, MA -W-1 AMEND W.1 UZZ. TABLE 23 - II -1 -1 AND TABLE 23- II -1 -2. V 0 1■I SH EARWALL KEYNOTES � o � I STWD 14 PER DETAIL 8/501 (SIM) V O N I" 2O 2 STHD 14 RJ PER DETAIL 8/301 O 14 44 rA s 3 W02A PER DETAIL 8/501 Sao 4 HDF✓A PER DETAIL &/W, •sue O n <,svp> HDIOA PER DETAIL 8/SD < b > 0516 -60 DRAGSTRUT PER DETAIL 10/502 'T CSI6 -30 PER DETAIL 1/502 < 8 > 0516 -48 PER DETAIL 141502 < s> PND2 PER DETAIL 8/501 10 j PHOS PER DETAIL 8/501 i 1 PFOIO PER DETAIL 8/50i <12> HTT22 a/ SOTB20 PER DETAIL 8 W 1 WTT22 w/ 55TS20 OR 1!2' ALL THREAD_ P la v , E 'rw D FOOT h G PER 1' L4NLFACTURES 13 ATIOMS UTN 1' M11N. PROVIDE MST46 STRAP TMIRJ FLOOR TO SWEARWALL ABOVE PER DETAIL 151501. '14 (2) 0516 - P> R DETAIL U302 , AOLD STLID BACK 'G ALLOW PL`r UlOOD 'v SFEATWIING TO f" .OYT1�i,JOU5 THROUGH -"r= tP AND " OCUIN 69 t AL.L T+-AD <� > BETUE04 n- L E "WO AL T AO 1S ICai�+ FLOOR JO+ST. /\.- . RI °O�E O I) BLOCJNIG UNDER �/ � A80VE SYMBOLS do LEGEND DAh .sir» c- Aal-CuT VS4"+C. %. 5'!R4P &I C.•riL,M 5 _ SEAR %A" If CF SWAP O a w w J J Q H U o w Q N w O � Q � O a � 0 O � U U) z t.Q a � O !�! cp y y 1 IL to .4 •, Oa h r f r � 4 �t E ' 1 '77LE > I= : «Au STAKIDIG will: �� , I k!- 0 Ll q T" TOP PLATE NAILING TOP PLATE NAILING T'*P EXTERN' WA�__ GC*45TRjC'ri0N t Tl P WAL CONSTRXTION UXT14 PER SWEAftALL SCi4EDULE PER SHEARUIALL SCWEDUILE rlvPfCAL WAIL CONSTRICTION JTW V WALL S►fAT,4►Wj PER SCHEDULE Uti_ SHEATHING PER SCWEDULE WALL SWEATWING PER 5CWEDULE cA BOTTOM PLATE NAILING u BOTTOM PLATE "LNG TYP FLOOR CONSTRUCTION PER 504EAftALL SCHEDULE SlIZAP PER P1 AN MG ;kA 5 TOGET4R PER 514EAJRWALL SCHEDULE AL < 5 TUDS PANEL EDGE 4 FIELD NAILING t BOTTOM PLATE NAILI iu -1 " X a' PER SCHEDULE ui '. W PER SWIEARILALL Sci.�E 111 pci TO MATG�_ 5,4EAR WAL�.. NAILNG B OTTOM PLATE NA:LW-s BELOW r*4TI V a • V oc. PLYUV. TO RIM JOIST TorD PLATE PER 0 *fAftlALL SCHEDULE vz� JOIN PANEL EDGE ON COMMON 1101BER. 6d TO MA NG cj uj rt TCk SWEAR 4ALL NAILING BELOW I I BLOCKI JOIN PANEL 1: ON COMMON MEMBER PANEL EDGE NAILING INTO C40MMON I Z PANEL EDGE NAILING INTO COMMON MEMBER PER SC*IEDUILE. o MEMBER PER SC4EDUILE. _ � \ , 2> RLMIZING AALL PER 01-AN TOP PLATE NAILING z 0 PER SwEAJftlALL SCWDuLE () 4 p BLOCKING T'YP. UALL CONSTRUCTION UT14 z ?X CRIPPLE WAL_ PER PILAN . . . . . ........... UALL SWlE.ATWING PER SCHEDULE PANEL EDGE AT BOTTOM OF 54LL PLATE. U 0 EDGE NAJLW.2 PER SCHEDULE t TYP. FLOOR CONSTRUCTION TYP. FLOOR CONSTRUCTION 'YP EXTERIOR UAL - CONSTRUCT ION ANCWOR BOLT PER SC44EDULE LOTH WALL SHIEA,TwN� PER 50-EDA-E & d) W TYP UALL CONSTRUCTION UTW TYP FLOOR CONSTRUCTION lu 0 ul WALL 514EATWING PER SC HEDULE u- 0 91 16 4 Lu BLOCK PANEL EDGE PER SCHEDULE SEE ARC-14. DETAILS FOR z t F FOUNDATION CONDITIONS, Z Z SHEAR WALL SHEAR WALL SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PERPENDICULAR z 4 OFFSET TO CRIPPLE WALL PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR 0 FLOOR JOISTS 0 FOUNDATION 17 13 T cn 3/44*=14r 176V-06M 36. TJI* TO FLOOR JOISTS 9 &� 3/4!=T4r V6X)-06100-16___TJl (:§)3/4 ".4)" V610-0115100-07TIq 5 314!.-T-W 1700-061100-C" 1 1 (D _TJl 3/4W-V 17610-03300-MTJI Q "TPICAL ROOF GCV�ISTRUCTIOK TYP WALL CONSTRUCTION UMTW TOP PLATE "LING >1 NAIL ROOF SHEATHING PER SCAEDUILE. WALL E*EATWING PER SCHEDULE PER SHEAFkAU SC+EDULE co TYP FLOOR CONSTRUCTION TOP PLATE NAILING rYrir-& FLOOR CONSTRUCTION NAIL FLOOR SWEATWNG PER SWEAFILALL SC•DULE TYPICAL UALL CONSTRUCTION UTW THUS AREA UTW: BOTTOM PLATE NAILING WAIL SHEATHING PER SCHEDULE 141 0 48' O.C., AT 0 d • 6' or- EDGES, BOTTOM PLATE NAILING — BOTTOM PLATE "LNG OUTSIDE FACE OF WAL_ UXO. 0 d • 12* or- RELD PER SWEARIUALL SCHEDULE PER SHEARIVALL SCHEDULE PER SHEARIUALL SCWEDULE ON Si•EAR WALL SCAEDULE TYP FLOOR C406TRCTICN BLOCK ALL EDGES 10 d NAIL • 6' or- PLYUV. TO W JOIST PANEL EDGE 4 FIELD NAIL-WG W d • 6' or- 0 1-YW BOTTOM D. TO RIM JOIST PLATE NAILING b d • (V or- 0 BLOCKNG BLOCKING PER ARCM. DETAILS STRAP PER PLAN - BEND DER PER SCHEDULE PER SWEARWALL SC*flXlLE v RIM JOIST TO TJI WEB STIFFENER JOIN PAWL EDGE ON CCtlMON MEP13M SEE FLOOR JOISTS PER PLAN PANEL NAILING INTO COMMON CE — -- JOIN PANEL EDGE ON COMt10N MET78ER C3 w ELEv JOIN PANEL EDGE ON COMMON MEMBER. MEMBER PER SCHEDULE_ PANEL EDGE "LING INTO Z > i uj 0 Ly A35 PANEL EDGE NAILING INTO COMMON MEMBER PER SC44EDUILE 0 MRIBER A FIELD WALING MR SCAEDULE- TYP. EXTERIOR UA&L CONSTRUCTION "4 Q < WITH WALL SHEATHING PM SCHEDULE PANEL AT BOTTOM TTOM OF SILL PLATE_ 00T- �- I­_ LLI BLOCKING ALIGN FLOOR JOIST WIT W&L T NAILING PER 5CAEDULE. <( � f-I TYP. FLOOR CONSTRUCTION I Lu F_ WEB STIFFENER EA SIDE i ANCWM BOLT PER 5CHEDIIE f mwo LL < < LU Cr_ OVERMANG STRAP PER PLAN - BEND OVER rTr FLOOR C06TRJCTM Lj_ CL T 0 i DER PLAN RIM JOIST TO TJI WEB STIFFENER SEE ARCH DETAILS FOR LLI (D 0 FOtMATION CONDITIONS w Cr TYP. WALL CONSTRUCTION UT14 BLOCK PANEL EDGE PER SC*4EDULE -10- U) 0 (r d z TYP EXTERIOR WALL. CONbTRUCTM TOP PLATE "LNG WALL S14EATWING PER SC44EDULE uj PER SWEARIUALL SC*EDULE (j) Lu Z w cr WITH WALL 504EATWINS PER SCHEDULE PER 0 ­3 OL 'r" 0 'P WALL CONSTRUCTION UATW 0 LJ a: w UALL SHEATHING PER SCHEDLU LL �> < co Lu _ x SHEAR WALL EXTERIOR SHEAR WALL SHEAR WALL PARALLEL w cr:Lu<(n w 0 co X EAVE DETAIL STRAP TRANSFER JOIST PARALLEL TO FLOOR JOISTS PARALLEL TO FLOOR JOISTS TO FLOOR JOISTS o FOUNDATION 183/47=14r 96V-07300-08TA 143/47--l-M 17610-06100-35TA 1 03/4!=14r 17610-06VO-N-T.M 3/4!---14r 17610-06100-02-TJI 2 w U) Z U) L 314!=lr-W If Til UJI 1: 0 C) Z � z z 0 < TYP. FLOOR CONISTRUCTM cl Q TYP, WALL CONSTRUCTION JTW TYP. FLOOR C006TRWTM uj Lu WALL SHIEATHfNG PER SCHEDULE _ _u Z TYP. WALL CONSTRICTION UAT4 TOP PLATE "LNG 0 T TYP. FLOOR CONSTRUCTION "L FLOOR SWEATWING THIS AREA WALL SHEATHING PER SCHEDULE PER SHEARNAALL SCHEDULE cr () 0 PLA NAILNG 0 cr W ITH 10 d 0 (v' or- EDGES AND a: ri) z a- L PER _c*EAFftIALL SCHEDULE 110 d • 12' or- RELD - BLOCK ALL TYP. FLOOR CONSTRUCTION < z 0 cr EDGES WTI4 V r- d • 6' o P,_YxV0D NAIL FLOOR SHEATHING TYP. EXTERJOR WALL CONSTRUCTION Q Q i:= 0 r-LOOR SHEA - ,WWs "L ING z 0 PM SWEARIUALL SCHEDULE TO BLOCKINGL TWG AREA Wrn+ Wr• UALL SHEATMIN131 PER SCHEDULE < 0 y if U) 10 a 0 V or- EDGES Er > Z c) BLOCKING OR JOIST PER PLAN W d • V or- RIELD BOTTOM PLATE "LNG < BOTTOM FXLATE NAILING _j PER SHEAR SCHEDULE BOTTOM PLATE NAILING CL BLOCK ALL EDGES << Z CC V) FM %f-AMALL SC+EDULE PER SHEARAMI.L. SCHEDULE 0) < z TW I %1=5014 WOLDOW STRAP PM PLAN - V IV d NAIL • 6' or- PLYWD T 0 RIM J015T 0 U) AND SWEARLAL4. SCWEVULE PANEL 4 FELD NAILING 0 1 0 0 W z -010 L JOIN PANEL EDGE ON WHMON MEMBER 7' Z -i BLOOQNG w DOUBLE STUD AT WOLDOA14 IBLOCKWI PANEL EDGE NAILING INTO COMMON > cr z MEMBER PE SCHEDULE LLI LLi Lli En CONDrION JOIN PANEL EDGE ON COMMON CL Z I LJ CD r 0 >_ L cr 5 PANE- EDGE 4 RE— BLOCK ALL EDGES PARR. NAILING INTO COMMON z I•- < C0 T_ C EIR SC4E_?XL_E MEMBER 4 FIELD NAILING PER SCWEI>JLE - CFJPPLE UALL (Div 6) ill"IF'SON kOLDMIN PER PLAN PANEL EDGE 4 RELD NAILING PER SCHEDULE 0 d NAIL 0 V or- F`L'YVD TO TJI BLOCKW.2 TOP PLATE %AILWs SHEATH CRIPPLE WALL PER $o�� SCHEDULE SAM AS 'T SWEARUALL AgRNS OP PLATE NALWz OR PER SCWIEDIULE TYP. Ltal� CONSTRUCTION wirw r FIER SHEARAIALL SCHEDULE 4W4.- 5v-IEAr4lNG PEER WALL SWEATWING PER SCHEDULE • SEE AR::,i-, DE A,'L5 =CIR PANEL AT BOTTOM OF SiLL PLATE FOL&CAr-ON a Fm4 • EDGE MALJWs PER SCHEDULE. ry'P. UALL CONSTRUCTION err" WILL SNEATWING PER SCHEDULE 5M ARC3,t DVAL5 FOR FOJOATION, CACOCATiONS A Z. r + ; a Y C40 �ElIE ALL S0ES PER *IFIG REC0VTS*VAT`ICNS A' L j -40L:0Ah -OCATIONS SHEAR WALL SHEAR WALL PERPENDICULAR r PERPENDICULAR TO FLOOR JOISTS SHEAR WALL �HOLDOWN TO FLOOR JOIST—OFFSET CONDITION CANTILEVERED FLOOR JOIST SHEAR WALL CRIPPLE WALL r. f _%k. 1 9 3/47-.14r 17610-06XV-12 T,0L 1 53/4!--f-a 17610-033OD-26T.0 3/"- -W 176104)SIOD-00 _ T E A 7 116r. . 3/4".4 -0" 176ID-OSIDO-11-TJI 3AC&T-W 9,6V-03300-05 _TJ P* 4 T b 3� % ZVI_ 50E.4 =MR 5cpf::XLZ- CUR %oL... = nM !P 414G 7-4 AREA DOUBLE 57JDS A- -40LDClah - Bc ct-47 NG _A Lr- a • 6' --z EDGES- JINC -Ale 1 - =E.= - BLOCK 4.- T:= _Q So-EAR & .k_ 5C-ED�- - PcV%_ :5peA0%.A 5CAE a cra 1OL-WCOC AA_E v 664, SEA - 6046 =C-ZR SC04EDA-E - * - - - _ — i lkc- :50-E :A •►.- JOR sp"__041113, asee _Aclf:>�_ � r iS CM -%*-A& Z%%.- 5CC:PA_E - r ,4 i -. ...`. - --- ., c am.. �� � C &C_ EDGE • VE-Z %wt*-Wj 5rvmsalll _41CIL OCER c"Lla, =MR 5CP4EDU.Z- at A MEW sc-ept" 0110c 5oCAR&4*._ _5C,4E. )OQ Oe"5 owe lot,44 Xx ZO* _Qr_ 04 F"r%**0C_ 5CL C !1L_')CIQ*4jrj JMDOR A. CC sEigaw %W?.- Ks 5� ifs * AL.- 420*.. r-.-)Gft aw-POCIR SOIL -IQ ccl sc-e Ic APE- EDGE # w-E-Z %&L ka 540"504 -OOL=Omk 5- cv_Q =-A% t i _ - ° - - ! - a -womp- - I I I 04-11� (31"h - .C J__ Ao�_ FMEA SCo4ED6LE ADC 506AIll &AiL- 5Co4EDtA_r- A_ QI:IL- Ac IL Off APK:)q X-AiILS 46, 4W AC 4 =_Q CXPCWn0l6 1 "ft slamrsk am-No at-Ak 540 CDC =�v 3 PW 94EAR &446- SCOIII�E 46#*-- 10�6445 "Blit 4_04EDIALE f %06.r -C _%Azq.� SM M.Ak S A090WIM SM" 0111311! SWEA1111111111mlik... 9E/ "4110 q9t XWEA" SWE C-311c"046 50871►E ��; R AcclEmplie,6E 'c eDcww "64WAC ► OC' COC"06 SHEAR WALL � MMAWMlW%olll& .AxAnm WALL P AIVU.LJEL SHEM WAA.L JO IST -0 PAR&L.El. TO FLOOR "STS HOLDCYM wFLAP TO FLOOR *rWT CONDITION SHEI�R 8 WALL H KXD0M • CRIFTU WALL OR 4 — - - — - - -- SwEAF& -A4,.L PER °LAN ANC SHE ARiaAL L SCNE VUL E S'1'cAP PER PL AN (2) STUDS AT E ACW STRAP BOTTOM PLATE KAILING PER SWaEARWALL SCMEDULE c I� \ SOLID BLOCKING AT STRAP BEAM PER PLAN TYP FLOOR CONSTRUCTION 13 HOLDOWN STRAP AT DROPPED BEAM 3/4• =T-W 176X ) -06100-29-. �o- oa�oo -2a_ A --s STRAP PER SHEARWALL PER PLAN AND SWEARUJALL SCWEV LE l2 STUDS AT EACH STRAP BOTTOM PLATE NAILfNG PER SWEARIIJALL SCAEVULE JOIST OR BEAM PER PLAN T R FLOOR CONSTR;,IGTICN rl A HOLDOWN STRAP AT JOIST \.,! J3/4'- 4r L 2x4 FLAT BLOCKING NAIL STRAP IW 8d COPTION • 8' o z. C 59VSM 0516 STRAP 1 - PER PLAN, LAP ONTO J WALL OR BEAM AND NAIL ON 8d COMMON • 4' or- ���DRAG STRUT CONNECTION nsa- oeaaza_ru ��3/4 =f-0r OFFSET DRAG STRUT —� - Jf- TYP. EXTERIOR WALL CONSTR LIC11(ON d) --� UNT14 WALL 51 EATWM PER SCHEDULE BOTTOM PLATE NAILING BLOOMING & '3) W6d EACH STUD ! - NAIL PLATE PER SCHEDULE 1 i f r 2x BLOCKING BETWEEN FLOOR ,JOTS � ire .:aE�c TYPICAL ROOF CONSTRCTIOK ' N. kAJL ROOF 51 EATWaMrs PER SCHEDULE JON PANEL EDGE ON Cp"ON MEh18ER 60 %LL 5 J' __ AC+- :'rC PANEL EDGE NAIL 14G INTO COIMONN -- j5E ELEVATION O r P0744CC.A' I mo. ti TYP. EXTERIOR WALL CONSIWTION INSIDE =ACE C , .I ALI L&C. OTH WALL SWEATHNG PER SCULE WIED O V -I Q OR SWEAR WALL SC+#DULE Z AL W 2x BLOCK-ING n. -1 n 0LU�,�Q \ PANEL OVE RLAI° BEAD" U) J 0 ��oU Z W w w w =LDOR r01S- 4 "ANGER BE'OPC 'MR PLAN; � U w� °� U) i E'ER $a-A T: —�'- ,► '"`.� :FOR �: C.CNS'RUC ^aN z Q >% FLOOR DIAPHRAM ® BEAM 15 o �oif 314- ---r- W,0 m -�:3� 1 r i - - - Jf- d) --� S{ - ! - -%VG =-:q 5C,E'1.E BOTTOM PLATE NAILING r l oo r 7 6' CC PEaQ C , 4h AC SfAFaWk_ i W f r .'00-0� 5.E JA� SG -£cis � ire .:aE�c 1 -1 /4' TIMBERSTRAND LSL RIM BOARD M low -4 _ � -- -�1DAA °E,�F o �► N. .a -Z../ RAF JON PANEL EDGE ON Cp"ON MEh18ER 60 %LL 5 J' __ AC+- :'rC PANEL EDGE NAIL 14G INTO COIMONN Q Z 1[ MEMBER I FIELD NAIL NG PER SCWEDULE. O O colM lik f76q- 0T300-38 T,A 3/4' =T-W 1760-07300 -33 r :�. 1 - TYPIC AL EXTERIOR WALL CONST IW WALL 51 EATWM PIER SCHEDULE 2X BLOCKING LEDGER - SWEATW W3 CONTINUOUS BEHIND LEDGER WV F BLOOMING 8ET4EEN RAFTERS TYPICAL ROOF CONST. NAIL ROOF 51 EATWM PER 504fDULE PLYWOOD SUOPLOOR TO EE)GE OF BEAM PANEL EDGE CVERLAP5 i-. IWGER PER PLAN I= PCsER - ►SAL IW *0 • 8' or - STAGG19ME) om coke- SHEAR WALL PARALLEL TO BEAM um-PER WALL .00Ft PTO Lcr*ER ROOF 1110 IMNO-m-TIA 12 I n"PICAL ROOF C ')N5TFWTiCN TRUS6 PER PLAN WITH SiEATWIRNG PER SWEAR WALL SCWEDI:LE - PROVIDE SWEATHNG ALONG TR31S6 FOR FULL LENGTH OF THE DESIGNATED 51EAR WALL BELOW. 16d TO MATCH SWEA a ALL NAILING BELOW 2x UATN i6d TO MATCH SWEAR WALL NAIL NG BELOW INTO TOP PLATE PANEL EDGE FIELD NAILING PER SCWEDULE - --i' TYP WALL CONSTRUCTION UT14 WALL SHEATHING PER SCWEDULE rvG'T WHEN TRUSS AL06 WTWI WALL USE AN A35 CLIP OR A35F CLIP BETiIEEN TOP PLATE AND TRUSS BOTTOM CWIOW PER SWEAR WALL SC44EDUL.E. INTERIOR SHEAR WALL PARALLEL TO ROOF 3/4!=14r 17810 -07300 -06 --r -- ROOF SWIEATHNG /- 8d AT 4' oc- n'eto- 07300.34 � -t- (2)16 d NAIL ROOF SWEATW M PER SCUM EDULE. 8 d NAIL • 4' o G • EA. OUTRIGGlE14 PER ARCH. DETAJL.S GABLE END TRUSS. CONTINUE 51EANING ABOVE SWEAR WALL TO UNDERSIDE OF ROOF SWEATWWm NAIL TO GABLE END TRW PER SCHEDULE— JON PANEL EDGE OH CDPt" T 8 PANIE- EDGE NALNG INTO COT'tICIN M EPIM PER SCHEDULE ` . L ROOF CQNSTRLCT 04 T"P E TEPWR WALL CUNSTRUlCTk)N V TW4 WALL SWEATWNMCs PER SCHEDULE 1 YIP- EXTERIOR U4LL CZNSlQJCriON LM HALL J' WEATW W3 ffR 5CWEVULE �: .♦. 1� 1 ti r &0 .� SHEAR WALL _- �'. • ' � ~ ALL TRU��S GABLE END ~ : SHEAR WALL � EAVE .. 3✓s!r -ar ��oo.� = �• - -� -t QDa 56E,4Tiirx', PER t - __ - : ` - •� b... �*Y a °rLaOCJ1~G L: F t T E C L C , t 1 - — - - - - Y _ ' SEE R Sf-Ej =+t�G 5f�.L E 06c* =ALE I F � ..1. , aye OFER - 11 _ _ ,� e • �.�• _ OUR „� t' � • b' � L • BL.�:Ks �I al - ._ ►' �r _ 156xXXs =ER AAG- - J* I f I I -- r - we EVOWN.Ow ski. � 7 aWL.QVIW PRAVE GOINLE ec N srlEM WALL . e�uooN age aa"_., v„swo ? FOSSES PER PLAN 2x4 FRAMING ALL AROUND I0dATVor- T7 20__TJI TYPICAL ROOF CONSTRJCTION. NAIL ROOF SWEATHNG PER SCWEDl1E. NI • 48' O.C. AT INSIDE FACE OF WALL UND. ON SWEAR 11LALL SC 4EDULE 8 d • V or- • BLOCKING t2 8LOCKNG PER ARC -C DETAILS SEE ELEVATION PANEL EDGE AT TOP PLATE EDGE NAILING PER SC 14E SWEAR WALL TOP PLATE SWEAR WALL BELOW PER - V ` `- OVERHANG SCWEDt1E PER PLAN i TYP. EXTERIOR WALL CONSTRUCTIM - f WITH MALL SWEATHMCs PER SCHEDULE i M_ PROVIOE SrFEATWlWs BETUEEN TRAMS FOR RLL LENGTH OF THE DE54GNATED SWEAR WALL BELOU • I INTERIOR SHEAR WALL - PERPENDICULAR TO ROOF SH = EAR WALL- ® EAVE 3/4! --14r n (2) STUDS AT EACH STRAP Ex "k- - d) --� : r 9► OOU< BOTTOM PLATE NAILING W S•E.. •QCs AtC l oo r 7 6' CC PEaQ C , 4h AC SfAFaWk_ i W f r W F I _, � W 1 -1 /4' TIMBERSTRAND LSL RIM BOARD 1R,. sEj -OC 5E-*C N. .a -Z../ RAF JON PANEL EDGE ON Cp"ON MEh18ER 60 %LL 5 J' __ AC+- :'rC PANEL EDGE NAIL 14G INTO COIMONN Q Z 1[ MEMBER I FIELD NAIL NG PER SCWEDULE. O O WCO Jaco 0 a: TYP. EXTERIOR WALL CONSIWTION d) W OTH WALL SWEATHNG PER SCULE WIED O V -I Q TYP. FLOOR CONSTRJCTM Z AL W um-PER WALL .00Ft PTO Lcr*ER ROOF 1110 IMNO-m-TIA 12 I n"PICAL ROOF C ')N5TFWTiCN TRUS6 PER PLAN WITH SiEATWIRNG PER SWEAR WALL SCWEDI:LE - PROVIDE SWEATHNG ALONG TR31S6 FOR FULL LENGTH OF THE DESIGNATED 51EAR WALL BELOW. 16d TO MATCH SWEA a ALL NAILING BELOW 2x UATN i6d TO MATCH SWEAR WALL NAIL NG BELOW INTO TOP PLATE PANEL EDGE FIELD NAILING PER SCWEDULE - --i' TYP WALL CONSTRUCTION UT14 WALL SHEATHING PER SCWEDULE rvG'T WHEN TRUSS AL06 WTWI WALL USE AN A35 CLIP OR A35F CLIP BETiIEEN TOP PLATE AND TRUSS BOTTOM CWIOW PER SWEAR WALL SC44EDUL.E. INTERIOR SHEAR WALL PARALLEL TO ROOF 3/4!=14r 17810 -07300 -06 --r -- ROOF SWIEATHNG /- 8d AT 4' oc- n'eto- 07300.34 � -t- (2)16 d NAIL ROOF SWEATW M PER SCUM EDULE. 8 d NAIL • 4' o G • EA. OUTRIGGlE14 PER ARCH. DETAJL.S GABLE END TRUSS. CONTINUE 51EANING ABOVE SWEAR WALL TO UNDERSIDE OF ROOF SWEATWWm NAIL TO GABLE END TRW PER SCHEDULE— JON PANEL EDGE OH CDPt" T 8 PANIE- EDGE NALNG INTO COT'tICIN M EPIM PER SCHEDULE ` . 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ON SWEAR 11LALL SC 4EDULE 8 d • V or- • BLOCKING t2 8LOCKNG PER ARC -C DETAILS SEE ELEVATION PANEL EDGE AT TOP PLATE EDGE NAILING PER SC 14E SWEAR WALL TOP PLATE SWEAR WALL BELOW PER - V ` `- OVERHANG SCWEDt1E PER PLAN i TYP. EXTERIOR WALL CONSTRUCTIM - f WITH MALL SWEATHMCs PER SCHEDULE i M_ PROVIOE SrFEATWlWs BETUEEN TRAMS FOR RLL LENGTH OF THE DE54GNATED SWEAR WALL BELOU • I INTERIOR SHEAR WALL - PERPENDICULAR TO ROOF SH = EAR WALL- ® EAVE 3/4! --14r n (2) STUDS AT EACH STRAP d) 7 BOTTOM PLATE NAILING J Z LLu< PER SWEARIIJALL SCAEOI+'LE Q Q� Lu0u, W STRAPPER PLAN t SWEAR WALL SCHEDULE W F I _, � W 1 -1 /4' TIMBERSTRAND LSL RIM BOARD d) � � S ?� JON PANEL EDGE ON Cp"ON MEh18ER Z l PANEL EDGE NAIL 14G INTO COIMONN Q Z 1[ MEMBER I FIELD NAIL NG PER SCWEDULE. O O WCO Jaco 0 a: TYP. EXTERIOR WALL CONSIWTION d) W OTH WALL SWEATHNG PER SCULE WIED O V -I Q TYP. 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