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Permit D05-029 - SAGIYAN RESIDENCE - ADDITION
SAGIYAN RESIDENCE 12071 46 AV S D05 -029 City a.. 'Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 3347401200 Address: 1207146 AV S TUKW Suite No: Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director DOS -029 05/06/2005 11/02/2005 Tenant: Name: SAGIYAN RESIDENCE Address: 1207146 AV S, TUKWILA WA Owner: Name: SAGIYAN VALERIY ET AL Phone: Address: 1207146TH AVE S, TUKWILA WA Contact Person: Name: VALERIY SAGIYAN Phone: 206 - 898 -4205 Address: 1207146 AV S, TUKWILA WA Contractor: Name: OWNER AFFIDAVIT - VALERIY SAGIYAN Phone: Address: 1207146 AV S, TUKWILA WA Contractor License No: Expiration Date: DESCRIPTION OF WORK: ADDITION OF 1 BEDROOM ON THE FIRST FLOOR AND 1 BEDROOM ON THE SECOND FLOOR. EACH BEDROOM WILL HAVE FULL BATHROOM. Value of Construction: $63,463.50 Fees Collected: $1,521.68 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 C.Y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N ZZ '~ w 30; U O N c J Co LL w O �a Ei �Q CO) ar �w Z ►- O. Z� U� N , w w. ~ O` .. Z . w U N: O Z doc: IBC - Permit D05 -029 Printed: 05 -06 -2005 City 6. Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Steve Lancaster, Director Permit Number: DOS-029 Issue Date: 05/06/2005 Permit Expires On: 11/02/2005 i i Permit Center Authorized Signature: Date: I I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. t Signature: �/' Date: �� • d S O 6 O.S Print Name: UAL e IV - e j This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC- Permit D05 -029 Printed: 05 -06 -2005 s Z Z, �QQ W, W D. 0 0 � w W; J N u,: W O. J . LL a Co = d; F- _, Z �-. 0: Z 1-. .2 D. D 0, 0 co Vw X City o f Tukwl l a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 3347401200 Permit Number DOS-029 Z M W Address: 1207146"S TUKW Status: ISSUED Suite No: Applied Date: 01/26/2005 v O Tenant: SAGI"N RESIDENCE Issue Date: 05/06/2005 v) Cl co W J H 1: ** *BUILDING DEPARTMENT CONDITIONS * ** N U W 0 2 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. u- D � 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center ��- W (206/431- 3670). ? t F- 0 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. 0 N o H- 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall W w bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site 3:0 and available to the building inspector for inspection purposes. 0 Z 6: All construction shall be done in conformance with the approved plans and the requirements of the International v N. Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. O �_ z 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 13: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Conditions 005 -029 Printed: 05 -06 -2005 � \� ..... ,_. ..�.. ::.w;.i -at L S.«i.�i -t'a�. ti � .. • iu.i "b;; %;..,a:.....�a...i �.' i.: fi" �" e' 1a$..`'. �} �. �., yS. R $'r.i'i���S.�%.r,:, ;i�. Bari Jtilo;r':�,iaFk<f.s 4,: ir... n,:rAn -.. ?r.. ,': C it y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. E 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. t 6 Signature: �` Date: S)O 616 -� Print. Name: V 4 C `( / G �� A )V i f i i i t i i i I i E i doc: Conditions D05 -029 Printed: 05 -06 -2005 � w J U .0 O CO 0 W= W LL Z O. L L ►= O �: z� -w w .O N` W W`:• � U LL (" Z ~` %A w CITY OF TUKWILA Community Development lrtment Public Works Department Permit Center 190 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 P(4 VW aj 4- hKq Building Permit. ADS- - Mechanical Permit No. Public Works Permit No. Project No. For o ice use onl 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 ** )Q SITE LOCATION ': _ King Co Assessor's Tax N O.. . " �2 Site Address: IZ� ?/ y6 A AV �— _ S� t U A W4 Suite Number: Floor: Tenant Name: VW FRI Y M 61 YdAl New Tenant: ❑ .... Yes No Property Owners Name: YA W y .5461 MAI y Mailing Address: 120 U6 AV 60 7U4V ✓IZ7 4 wk &1713 - City State Zip CONTACYPERSON Name 11771 M Y SANYAN Day Telephone: Z� , VZ Z1Z0S Mailing Address: 20 6 X11 I V F S i +✓ eWI Z A ��1 T� City State Zip E -Mail Address: Fax Number: GENERAL. CONTRACTOR.INFORMATION- (Mechanical Contractor information on back page) 4 . Company Name: S�LF 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 ** ARCHITECT,OF RECORD:- All plans must. be wet stamped. by. Architect of Record Company Name:. Mailing Address: Contact Person: - E -Mail Address: City State Zip Day Telephone: Fax Number: ENGINEER OF. RECORD = All plans must be wet stamped by Engineer of.Record Company Name: Mailing Address: City State .Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: \pennits plus \icc changes\pennit application (7 -2004) Page I Z tY W 0 W = J U) W W 9_j U. j S2 d F — W ZH W W U� O co OH WW H LL. O Z. N H FF_ O Z i i i i t , BUILDING PERMIT INFORMATION 206 -431 -3670 . X Valuation of Project (contractor's bid prit;e)� $ 00 coo , 00 _ Existing Scopt of Work (please provide detailed inf tion): adOtt tV Valuation: CYT. CAD Will there be new rack storage? ❑ ..Yes ❑ .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below 10 F 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): 10A0 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: 2 Compact: Handicap: Will there be a change in use? ❑ ....Yes (�.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? E3.. Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x II paper indicating quantities and Material Safety Data Sheets. \pennite plus\icc chatnga \permit appliatien (7 -2004) Page 2 I; r i } Z J_ W W . JU UO N 0 CO) LLI J � CO) LL W O 9_5 1L j N = W H Z Z f.. l— O W f_ �p U 0 � 1•-: W W �U u- O .. Z W O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor v J� 2 Floor bo 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck . 10 F 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): 10A0 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: 2 Compact: Handicap: Will there be a change in use? ❑ ....Yes (�.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? E3.. Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8 -112 x II paper indicating quantities and Material Safety Data Sheets. \pennite plus\icc chatnga \permit appliatien (7 -2004) Page 2 I; r i } Z J_ W W . JU UO N 0 CO) LLI J � CO) LL W O 9_5 1L j N = W H Z Z f.. l— O W f_ �p U 0 � 1•-: W W �U u- O .. Z W O Z PUBLIC WORKS, PERMIT INFORMATION - 206433 -0179: Scope of Work (please provide detailed information):__ Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. i?j Water District ❑ ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ ...Renton `. ❑ ... Water Availability Provided Sewer District <: ❑ ...Tukwila El ... Va1Vue - 1 .. Renton [3 ... Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. s Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size - 22" x 34 ") ❑...Technical Information Report (Storm Drainage) El .. Geotechnical Report ❑ ... Traffic Impact Analysis j ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _ ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use - Potential Disturbance ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Stone Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut El.. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# n ...Deduct Water Meter Size ........ ❑ ... Sewer Main Extension ............ Public Private ❑ ... Water Main Extension ............. Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ -Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter RefundBillia& Name: Day Telephone: Mailing Address: City State Zip f ZZ lY W UO (00. J = H NW W } O: J` Wj N = W H Z� F- O. W U� O N W uJ H FUr-. u. O W Z U= O F- Z MECHANICAL PERMIT INFO ATION - 206 - 431 -3670 i i 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 ** I t Use: Residential: New .... ❑ Replacement..... ❑ i Commercial: New .... ❑ Replacement..... ❑ I Fuel Type Electric ..... ❑ Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Q Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace >t00K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 CFM Equipment PERMIT APPLICATION NOTES Applicable to all permits. in 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. x The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. UILDING 0 OR AUTHORIZED AGENT: Signature: r,2 e el(Irl c 1A Date: 6 > S Print'Name: V �s') Day Telephone �� D Mailing Address: 1,2 U 7/ /q jJ e S O �-( 1,/ W I r!C A /78 City State Zip Date Application Accepted Date Application Expires: Staff Initials: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): \permits plus \icc changes \permit application (7.2004) Page 4 Z �Z '~ W , tY � JU UO CO) C3 Coll LLI J F_ CO) LL W O Q fn � 2 CY �W Z F_ l_ O Z I-- W U� 09 0H W LJ H� U_ O LiJ Z U �. O �- Z I . I City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3347401200 Permit Number: DOS -029 Address: 1207146 AV S TUKW Status: APPROVED Suite No: Applied Date: 01/26/2005 Applicant: SAGIYAN RESIDENCE Issue Date: Receipt No.: R05 -00644 Initials: BLH User ID: ADMIN Payment Amount: Payment Date: Balance: 1,121.68 05/06/2005 12:01 PM $0.00 Payee: VALERIY SAGIYAN TRANSACTION LIST: Type gethod Description Amount - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Cash 1,121.68 ACCOUNT ITEM LIST: Description Account Code Current.Pmts ------------------------ - - - - -- -- -------------- ------ - - - - -- BUILDING - NONRES 000/322.100 875.43 PLAN CHECK - NONRES 000/345.830 241.75 STATE BUILDING SURCHARGE 000/386.904 4.50 j Total: 1,121.68 s r a i i i 4; . ml (51 06 9716 TOTAL 1121 doc: Receipt Printed: 05 -06 -2005 � w s r �. Cit y of Tukwila raae 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3347401200 Address: 1207146 AV S TUKW Suite No: Applicant: VALERIY SAGIYAN RECEIPT Permit Number DOS -029 Status: PENDING Applied Date: 01/26/2005 Issue Date: Receipt No.: R05 -00103 Initials: LAW User ID: 1630 Payment Amount: 400.00 Payment Date: 01/26/2005 01:49 PM Balance: $508.01 i Payee: VALERIY SAGIYAN TRANSACTION LIST: Type - - -- Method Description - -_- __ Payment Cash Amount - - -- - - - -- --------------- - - - - -- 400.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 44.07 PLAN CHECK - NONRES 000/345.830 355.93 1 I Total: 400.00 doc: Receipt 9292 01/26 9716 TOTAL 400.00 Printed: 01 -26 -2005 . ,(��ss�''$t� � •�'i43 �h.i Z �'�` + "�'� �+ �`�'� r� ✓ .., S s + t. t''r er5 r,. + 6300 Southcenter Blvd., #100, Tu wila, WA 98188 ( 0 )431 -367 Projg c v '^ l I " V Type of I IAJ 4 Address: I I q 6 A L) S Date Called: �.. Special Instructions: Date Wantgd: a.m tJ( Requester: Phone No: Receipt No.: Date: 7 z � Z U. U Q § 0 ILL! J �. cn LL W O: � d. = W Z O. �f �p O CO) !0 H; W W H U LL 0 L11 Z U =: O ~' z 1J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio �^ x�i .'Yi;4'`��'.EfC�'!t£a }c�j {.,+t ,'�''q �'.r ? #�1 J r ti i-•' r" ; t INSPECTIO RECORD Retain a copy with permit INSPECTION N0. A(O N CITY OF TUKWILA BUILDING DIVISION 6300 Soutlicenter Blvd., #100, Tukwila, WA 98188 )431 -3670. Pro' . I ( Type of I s ection :v, /— 4 Ad res ! Date Called: Special Instructions: Date nted: y� 7;;� Requester: Phone o / a Approved per applicable codes. Corrections required prior to approvo� u . ' L, / r / ,.f WAIRM si 1 ! NZA J f A ME RO i 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. S OC W e . J0: UO Co CO) W J = H N LL, W O 9 5 LL Q' = I— W Z H Z O. W LI J �p U 'O CO W W. S IH L O W Z. o� INSPECTION RECORD Retain a copy with perrnitFai INSPECT ON NO. , E N CITY 0. TUKWILA BUILDING DIVISION, !h 6)431 6300 South in ter Blvd., *100, Tukwila, WA 98188 3670 Project* Type of Inspection: Address: V Date Called: Special Instructions: Date Wanted: a. Requester: Phone No: F 'J Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ago 00 O ii Inspector: at $58.00 REINSPEC REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection . r celpt No.: I Date: I FA Z Z C 0, Cl) CO) W: LU U- UJ 0. :3: LL co) FW O - Z !--� .Lu Lu! 5' U 13 ;0 c .1LI 0: Iii Z� CO), r INSPECTION RECORD 4. 1 ( Retain a copy with permit � INSPE ION NO PERMITINO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 a' 4 Project: A w. Type p f ) nspection: V i Address / 6 Date Ca ed: Special Instructions: Date Wanted: ^ a. Requester: Phone No: Receipt No.: Date: i i Y I Z = Z, il— w U O Co 0 co 11J. UJ CoLL W OO } M a' w H Z �O Z F-: :O Co. n I-: w w� X O !il Z. U co O. Z �—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectic INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT' CITY OF TIUKWILA BUILDING DIVISION :J 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: P Type of Inspection. , Addres / � J Date alle Special Instructions: Date Wanted: p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 7 1 El . COM ENTS: 1 4' 1 Receipt No.: Date: II Z W` O : N 0 W' J � w o' J LL Q' co d H = Z� Z O: LU fy �p U N ', .O W ill LL O; IL Z H =� O F -' Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio INSPECTION RECORD Retain a copy with permit S- .• INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter, Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' ct: + Type of Inspection: ' Addres 1V Date Call d: Special Instructions: Date Wanted: a. rn- l RecIdester: , Pho a No: —PN .. s •r f � i Receipt No.: Date: i� �w J U UO C3 w= J H S2 U. w O. LL J U d; H= Z � H O ` Z H LLI U �� N C3 H. w W U' Lll Z U � O Z U paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectiol • INSPECTION RECORD Retain a copy with permit aos -Qd`� INSPECTION NO. PE TN . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of ns tion; la -'701 I / Get Address:v a - ) 416 Date Called: 0'710 /0 s ow Special Instructions: Date Wanted: / a.m. Requester* �! Phone No: Approved per applicable codes. OC orrections required prior to approval. COMMENTS: `. D X 10 d Inspector:D `> .? Z: n $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Receipt No.: Date: a t /y ", { (�1 i WC� J UO (0 0 co Ili J 3: I.— ' to U ww } O' U. = a. f— W 20 AU �5 U �- O N :C1 W W H U !11 Z U CO z ..' �; �u�{ �k� !��'r�"i.fit� xe .h'15' Y F� > 1 a1.'� xl o S� r. v r,;r .,. � r ff d ,.,� . e , y .:. ' + ., � .r.c.l a....,f� INSPECTION RECORD r Retain a copy with permit INSPECTION N0. P IT, N CITY OF TUKWILA BUILDING DIVISION Y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Project: _ Type of inspectio Address: r Date Called: Special ns rucdo s: Date Wanted: a. m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i l .)-i Inspector: `�/ Date: $58.00 REINSPECTION KEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z I z . w W -3 U: UO (0 UJI N J f =.. LL w O U . a � i z F... E- O. w ill ~' gy ;O N Q H' WW 0 tll z z {, INSPECTION RECORD Retain a copy with permit �� a INSPECTION NO. PERMI NO. CITY OF TUKWILA BUILDING DIVISION, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project• � Type oj Inspection• A° dress: Date Call V S - OS 1 Special Instructions: c„-,) � Date W ed: � `� to r/ •� Requester: Phon No: / r Approved per applicable codes. Corrections required prior to approval. COMMENTS: t s I k F , Inspector/ '07 Date- $58.00 REINSPECTION &E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z Z. I LI W � UO CO 0 CO) N LL w O 9 : LL �CY H _; Z [r- F- O 5 U� , N o� w LL F" —O Lll Z U CO. H H' O Z �lu,'�Y#7:`�v; �.` � r'�^•r�.v yly�23.i *i'SR�'.tf. 'y,�1'K._. ..� .Y .� I ..�� tV � -.... .. �. _t�f� . �..... ._.. _._. t ... _ .. ..? _. ... INSPECTION RECORD Retain a copy with permit INSPECTION N0. PER CITY OF TUKWILA BUILDING DIVISION 99 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P f ct: Type of Ins ection: Ad res Date Called: Special Instructions: Date Wanted:,' a.m. �� p.m. Requester: P 6h -oGe CfR L-) C O APproved per applicable codes. Corrections required prior to approval. COMMENTS: i Inspecto . $58.0 REIN paid at 6300 D R UIRED. Prior to inspection, fee must be ar Blvd., Suite 100. Call to sechedule reinspectic Receipt No.: Date: t Z H: NN Z' LU !_ U O, CO) CO) =` J h- CO) LL. w O �a N F=- _ O Z F-. 5: U �. O N W W. 0 111 Z U O Z ur � INSPECTION RECORD Retain a copy with permit E, INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prod N T pe of Insp ti n: s. w in Ad ress: ` / - (,.. - ( S D to al ed: hzjo< Sp6cial Instructions: Date Wanted: a.m. Requester: Ph ne No: .�. V Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Receipt No.: Date: 9 IH Z UO U) o CO3 =` J CO) LL W O,. 5 LL = C� W 2 O: W W Ufa ON 3 F- 2 V' lit Z U N i= _' 2 �"� paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection INSPECTION RECORD P N Q � Retain a copy with permit" INSPECTIO NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Plz3ject: r Typ o j Inspection A res6v ce /VV ;. Date Called: '- �5 �...�. Special Instruc ions: Date Wanted: < a.m. Requester: Phone No: K " 2 i proved per applicable codes. E3 Corrections required prior to approval. COMMENTS: Receipt No.: Date: Inspecto : Date; ✓�� $58. EINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter IA., Suite 100. Call to sechedule reinspection, z �y z; fL c W U 0' N o W =' W LL w U- M CY W z Z 0; W LLJ 0 N; =W H U 0 z L) O ~` z �d,KYan "4V/54?7 A r ♦ ry un u 7 <H 4 4: .n ;- INSPECTION RECORD _ Retain a copy with permit L Q INSPECTION NO. PER 0.. ' CITY OF TUKWILA BUILDING DIVISION_ �': 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 =3670 1 i ' Approved per applicable codes. {SCI Corrections required prior to approval. • Type Inspection: Addr Date Called: Special Instructions: Date WaAted � a. • Request� / :� Pho No: / 1 `�7 sir 111!& 11 11110 .�► ..- 5 Inspector: Date Fj $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: U p hi pr. Wit, "�1 T'" I i ��►'�r�- f k4n� 0 Gl6z" 7 , Pr 'ect: Type Inspection: Addr Date Called: Special Instructions: Date WaAted � a. • Request� / :� Pho No: ,, ZZ � �_. Z � cc UO � o w =. Jam. CO u_ w 0 J W =. �W z� Z O, U0 O N 0 H' w w. W O- Z UC0 O Z d r, I INSPECTION RECORD Re tain a copy with permit INSPECTION NO. j UIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 P46ne No: Approved per applicable codes. Corrections required prior to approval: COMMENTS: ;Sj rs IdZ i t-JA ; .1J A 0 AJ aim ! M Pr * ct: Type pection: f 1012 Address: V "'j Date C - alled: o5f Special Inst ons: Date Wanted: k 7 1 p.m. Requester: r,A Inspec r: Date: —)::7t A 1 1 $5 .00 REINSPECTION FEE RE UIRED. Pr1jr to inspection, fee must be OOSO i at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. R&Aipt No.: Date: a Z Z W ; U O. Co 0 w= J 1 —: CO L 0: _ LL to CY LLJ 0 Z 1-- W L 5. j3 � cn; Cl I--i LU Lu u. O� Z. CO) Z INSPECTION RECORD Retain a copy with permit I S INSPECRON N0. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2P94 1 3670 P ect: * Type of Ins . ectio . A Date Call d: I Special Instructions: Date Wanted: �, (a.m. rrr Reques er: < Ph neN g T OIN ns R Approved per applicable codes. dCorrections required prior to approval. COMMENTS: Inspector: ( (,� Date: i7 --CJ�- $58.00 REINSPECTIA FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z L . N� W N !: U UO CO) I .- . W O u_ co S H= Z O U . t/)' O I—. WW U' u_ ~O Lll Z, U� r F Z INSPECTION RECORD m Retain a copy with permit l� INSPECTION NO. PER 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prpj�ct: T Ty f Inspection: na Ad ! Approved per applicable codes. Corrections required prior to approval. COMMENTS: ✓t . x: s fir I AIA s A04' r /j.. W 1 fait/ _BFI spe or: - gate: ,�.- -- 7 �© O 8.00 REINSPECTIO FEE REQUIRED. P r to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 10 � . Call to sechedule reinspection. Receipt No.. Date: z 'F W Y. C J U. UO U 0' w= U.; w O 9 5 N d z E- O W ~. gy O co):• O F=; • W W ' U_ u. f1i Z U N z INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 'PlIckne No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: / of _ / / / J, _ ../ Pro' t: Type section: I s I Ad ress: Date Called: Speti ions: t Date Wantel �, a. Requester: U _ ec Date: Grti� -- a o row' 8.00 REINSPECTION FE REQUIRED. PH to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: - I Date: Z Q T i z. W U O N Q LU J � CO LL WO . 2 �' 9 LL Q, N CY. H = Z� F- O Z il 5' ,o D iF_ = U' Ll:l Z U_ O Z INSPECTION RECORD Retain a copy with permit 2 INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION J6 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (06 431 -3670 Pr ct: Type ofl M Address: r 6 4* Date Called: Z I Special Instructions: Date Wanted: p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: • Date:z i b5 8.0 REINSPECTION FkEE REQUIP/D. Prior to inspection, fee must be paid t 6300 Southcenter tvd., Suite 100. Call to sechedute reinspection. Date: Z W C.) 0. CO) Q� cn W. S2 LL 01 LL <. co) :) Co W z ZRI W C.) :0 S2: ( y IL 0 Z 0 :z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 )431 -3670 Project: .'— Type of Inspection: Address: ate Called: / Special I s uctio s: ate Wanted- e < M'. 3 * l 3 Requester: Phone Phone No: 7 ! i i I Approved per applicable codes. Corrections required prior to approval. COM ENTS: r t Inspector. J v L)ate :�� 4 L $58.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ::1 Z 0 0' N o �w J = M u_ WO } J u_ Q _ C'1 H W O. Z I_ UJI W ' U O CO)� I—: W UJ li. Z: UN Z N INSPECTION RECORD Retain a copy with permit !1� INSPE ION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 a Approved per applicable codes. Project: T f Inspectio , Ad ess: �^ Date Called: Special Instructi o 0 s: -- Date anted: a.m. ,- P . M. Requester Phone No: Receipt No.: Date: f Corrections required prior to approval. L__J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior 2 W W =. J U; 00 CO �• W= to LL; W O u_ ¢` N d �W HO W 5` U0 ;O �• D F-: W W. LL .' O W Z � N O ~` `Z FILE COPY r' SAGIYAN RESIDENCE ADDITION TUKWILA, WA STRUCTURAL DESIGN PERMIT SUBMITTAL MARCH 30 2005 t - gib A -Al PREPARED BY. YU & TROCHALAKIS, PLLC 345118 AVE. SE, SUITE 220 BELLEVUE, WA 98005 PHONE (425) 451 -9049 � y .a vsra4 4 � MIRES NOVEMBER 27 -t'oTAL 14 PAC► TN 1 S S (ASAIT*7AL 1'AeMGrE Agomm APR 2 1245 PERMIT CENTER CORRECTION LTR #_� t)osowLl)Z'? 14mT 1 ui WD J U: tU 0: N o' W =' 1— T LL ,W O J� �Q S2 d� H ='. Z 1- O z E- , U '.O N` W W_ , Lu Z z GENERAL STRUCTURAL (VOTES THEfOLLOW/NG APPLYUNLESS NOTED OTHERW/SEON THEDRAW /NGS. DESIGN CR /TER /A LIVELOAD: ROOF .............................15 PSF FLOOR ............................40 PSF B451C WIND SPEED ..............85MPH EXPOSURE SEISMIC ........................... S/ T E C L A S S D SOIL FOOTING DES /6N IS PER /BC TABLE 1805.4.1 ALL RESTRAINED WALLS TO BE BACK FILLED AFTER THE FLOORING HAS BEEN COMPLETED. ALL BACK FILL AND WATERPROOF /NG PER SOIL ENGINEER RECOMMENDATION. CONCRETE MIXING AND PLACING OFALL CONCRETEAND SELECT /ON OF MATERIALS SHALL BE IN ACCORDANCE WITH THE IBC, AND AC/ CODE 318.02. CONCRETESLUMPAS REQUIRED. DO NOTADO WATER TO THEMIXTOINCREASESLUMP. PROVIDEA/R-ENTRAINMENTS%T07% FOR EXTERIOR CAST IN PLACE WALLS AND EXTERIOR SLABS ON GRADE. MINIMUM CONCRETESTRENGTH, fc, AT28DAYS. ALL FOOT/NGSAND FOUNDATIONS ......3007 PSI STRUCTURAL DESIGN IS BASED ON 2507 PSI. SPEC /AL INSPECTIONAND TESTING /S NOT REQU IRED PER /BC 1704.4. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BEDEFORMED PER ASTM A615, GRADE 60 (fy -60, 000 PSI). LAP CONTINUOUS REINFORCING 8ARS308AR DIAMETERS, 1=7"M/N/MUM UNLESS OTHERW/SENOTED. CORNER BARS (1= 7" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. COVER TO MAIN REINFORCEMENT TO BE.• FOOTINGS ... ............................... 3 INCHES FORMED SURFACES: WEATHER FACE ......................1 %2 INCHES INTERIOR FACE ........................ X 14 INCHES STRUCTURAL AND MISC. STEEL BOLTS - AS7MA3070R BETTER, UNLESS OTHERW/SENOTED /N DETAILS WASHERSATANCHORBOLTS - 272 Y6 "SQUAREPLATEWASHERS UNO. DRILL INADHES/VEANCHOR, IN PLACE OFCAST - /lV PLACEEMBEDED ANCHOR SHALL BE % HILT(H /THY 150 WITH 5 "M /N. EM&AVENT UNO. ANCHOR SPACING SHALL REMAIN THESAME. HOLDDOWNAND CONNECT /ONHARDWARE - S/MPSON STRONG TlE OR APPROVED EQUIVALENT. ALL FASTENERS FOR TREATED WOOD TO BE HOT - DIPPED GAL VAN /ZED. TIMBER HEADER ............. ............................... H F 112 STUDES ................... .........................HFSTUD GRADE BEAMS .................. ...........................DF#2 POSTS ............................................. HF#2 WALL PLATES AND LUMBER NOT NOTED .......HF112 ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER" - 1991 EDITION. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BEPROVIDED WITH STANDARD CUT WASHERS UNO. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NA/LSARE COMMON': M/N /MUM NAILING PER INTERNATIONAL RESIDENTIAL CODE. DRILLING AND NOTCHING OFSTUDS: BEARING WALLS: NOTCHES SHALL N07EXCEE025 %OFSTVD WIDTH. DRILLED OR BORED HOLES SHALL NOT EXCEED 40% OF STUD WIDTH MIN /MUM % - FROM EDGEOFSTUD. DOUBLED STUDS MAYBE DR/LLE�D OR BORED TO 60%OFSTUD WIDTH. NON-BEARING WALLS: NOTCHES SHALL NOT EXCEED 40% OF STUD WIDTH, if NOT MORE THAN TWO SUCCESSIVE STUDES DRILLED OR BORED. DRILLED OR BORED HOLES SHALL NOT EXCEED 60% OF STUD WIDTH. TRUSSES PRO VIDE SHOP DRAW INGS FOR ALL WOOD TRUSSES TO THE ARCH/TECT AND /OR OWNER FOR APPROVAL BEFOREFABRICATION. THESHOP DRAWINGS SHALL BE COMPLETE WITH LAYOUT PLAN. BOTH CALCULATIONS AND LAYOUT PLAN SHALL BEAR THE STAMP OF THE STRUCTURAL ENGINEER REGISTERED /N THESTATE OF WASHINGTON. SPECIFIED WOOD TRUSSES MUSTBESTAMPED BY THE MANUFACTURER OR BYA QUALITY CONTROL AGENT SUCH AS THE WASHINGTON TRUSS fABR /CATORY COUNCIL AND CALCULATIONS PROVIDED MUST BE SEALED BYSTRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASH INGTON. ENGINEERED LUMBER PARALLEL STRAND LUMBER (PSL): CONFORM TONES REPORT NO. NER -481 OR CCMCREPORTNO. 11161 -R, M /N. fb 14W PSI. LAM INATED STRAND LUMBER (LSL): CONFORM TO NES REPORT N0. NER -481 OR CCMC RFEPORT N0. 12627-R, MIN fb 241X) PSI. SOLID WEB WOOD JOISTS (SWWJ): CONFORM TO NES REPORT N0. NER -100 OR THEAPPROPR /ATE CCMC REPORT NUMBER. PRODUCTS SHALL BEPROVEN BY TESTING AND EVALUATED IN ACCORDANCE WITH ASTM D -5055. JOISTS SHALL BEDES16NED BY THEMANUFACTURER FOR THESPANSAND CONDITIONS SHOWN ON THEPLANS. JOISTS SHALL HAVE WOOD CHORDS AND SOLID WOOD WEBS. WOOD TRUSS BRIDGING, BRACING AND BLOCKING FLOOR AND ROOF WOOD TRUSSES SHALL BE INSTALLED WITH ALL BRIDGING, WEB AND CHORD BRACING AND CROSS-BRACING REQUIRED BY THE TRUSS FABRICATOR. PL YWOOD ROOF SHEA THING. 'lm "O.S B. (APA RATED 32116, GRADE M. W.) IN FIELD & V2 "CCX APA RATED PLYWOOD (32116) AT EAVES AND EXPOSED AREA. MIN /MUM ! "CLEAR BETWEEN PANELS TOALLOW FOR EXPANSION. NAILING SHALLBEBdPNEUMAT ICALLYDRIVENNAILS WITH A MIN. RING SHANK DIAMETER OF 0.113" OR 16 GA. STAPLES @ 6" a C. AT PANEL EDGES AND 12'0. C. AT IN7ERMEDIATESUPPOR73. FLOOR SHEATHING: 3 14 "PLYWOOD (APA RATED 48124 GLUED AND NAILED. ADHESIVES SHALL CONFORM TO APA SPECIFF/CATIONAFG O1. PROVIDE T &G EDGES AT LONG PANEL EDGES. NAILING SHALL BE 10d (COMMON .148" DIAMETER) @ 6" 0. CA T PANEL EDGES AND 10" 0. C. AT INTERMEDIATEFRAMING MEMBERS, OR 16 GA STAPLES @ 6 WALL SHEATHING: M I6 "O.SB. (APA RATED 32116GRADE2M.W.) ALLOW Y8 - CLEAR BETWEEN PANELS TOALLOWFOR EXPANSION. NA /LING SHALL BE&NAILS WITHA MINIMUM RING SHANKDIA. OF 0.113" OR 16 GA. STAPLES @ 6" 0. C. OR PER SHEAR WALL SCHEDULE AT PANEL EDGES AND 12 "0. C. AT INTERMED/ATEFRAMING MEMBERS. S Z. �W QQ � J U U O' to �. C0 Lu W = H N W W O W j (j)d = W Z I- O Z 1- W UJ �p U Oco o f--. = U. H� u' O U N' O Z yo O1 -511 oe 6'-C 'X 1 -0" 4� 1-0 x 5--0ll Jol IF11L MN fo now a fo Low 1 AY MA 6 10 X15 op Jr z \Q —00 001— 10 _ o 00-1 —.40 00, - --------- A ;2 j o 0 'o IL V BATH 5'-0" X 12'-2" MR,00M ll'-2" X ITO' S ��_ PCVCWAY MAMP EYMIN6 OW KlfOfN 0 A I i a koom iue SML W 0 - 0" X 0" - 710 >< IsnNC hAA51fg MWG')M obi PCVCWAY MAMP EYMIN6 OW KlfOfN 0 A I i a koom SHEARWALL SCHEDULE WALL MARK SHEATHING (1 SIDE U.N.O.) BLKG. REO'D. NAIL SIZE NAIL SPCC. JOIST OR BLKG. TO TOP PLATE BOTTOM PLATE ATTACHMENT swm CAP EDGE FIELD WOOD C)NCRETE .148' DIA. x 3 1/4' LONG N/A Y'a :' ?' 16d`A�5' �:x.;_."•� 3.; / ..�:5' E'-A8:0 ; ;44';" 3250 PLF. SW2 7/16' R.S. YES tOd COMM JN STAGG. 12' A35 012' 16d 0 31/2' 5/£ A.B. 0 30' 375 PLF SW3 7/16" R.S. YES 10d COMM )rl STAGG. 12' A35 0 9" (216d ROWS 0 5* 5/£ " A.B. 0 24' 490 PLF SW4 7/16' R.S. YES 10d COMM )N STAGG. 12' A35 0 7' (2) d W OF / E' 5 A.B. 018' 630 PLF 2 —SW2 7/16' RS. 2 SIDES YES 10d COMM )FI 4' STAGG 12" A35 O 6' (2) ROWS OF 16d 031/2' 5 /f.' A.B. 016' 750 PLF NOTES: 1. BLOCKING SHALL BE AT LEAST AS THIC ( AS THE STUDS AND INSTALLED AT ALL PANEL EDGES. 2. WHERE BOTTOM PLATE ATTACHMENT SP:CIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST OR BLOCKING iIELOW. FOR (3) ROWS OF NAILS, PROVIDE 3 1; 2" THICK SOLID BLOCKING BELOW. STAGGER NAILS IN ROWS 1 1/4" APART MINIMUM. 3. STUDS RECEIVING EDGE NAILING AND BLOCKING SHALL BE 3x NOMINAL OR THICKER AT MARKS SW2 TO 2-3W4. 4. NAILS AND STAPLES SHALL CONFORM T) CABO REPORT No. NER -272 AS FOLLOWS: NAIL DESCRIPTION NAIL SIZE P —NAIL ALTERNATE STAPLE ALTERNATE 10d COMMON 10d x 21 '8" LONG .148' DIA. x 21/8' LONG 12 GA. x 15/8" LEGS • 10d COMMON 10d x 2 3. B' LONG .148' DIA x 2 3/8' LONG 12 GA. x 17/8 LEGS 16d NAILS (COMMON or BOX) 16d x 31 /4 LONG .148' DIA. x 3 1/4' LONG N/A 5. 15/32' APA RATED SHEATHING (R.S.) SHALL BE EXPOSURE 1, SPAN RATING 24/0. 6. RESILIENT CHANNELS (R /C) SHALL NOT BE USED BETWEEN SPECIFIED SHEATHING AND STUDS AT SHEARWA_LS. 7. REF. 'TYPICAL SHEARWALL PLATE ATTACHMENT' FOR ATTACHMENT TO FOUNDATION. 8. ANY WALL MARK MAY BE REPLACED WI "H ANY OTHER TYPE THAT HAS A HIGHER SHEAR CAPACITY. THE PATE ATTACHMENT MAY REMAIN THE SAME. 9. WHERE PANELS ARE APPLIED TO EACH 31DE OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFE3ENT FRAMING MEMBERS. 12 SHE ARWALL SCHEDULE FOR HEM -FIR NTC - r Sagiyan Residence . MCE 'Ground Motion - Conterminous 48 States Zip Code - 98178 Central Latitude = 47.49789 Central Longitude = - 122.250717 Period MCE Sa (sec) ( %g) 0.2 139.4 MCE Value of Ss, Site Class B 1.0 048.3 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 139.4 Sa = FaSs, Fa = 1.00 1.0 073.4 Sa = FvS 1, Fv = 1.52 Spectrum for Site Class D Period MCE Sa (sec) ( %g) 0.000 055.7 T = 0.0, Sa = 0.4FaSs A A nt- 4 nn A T _ T.. C%.. _ r..t^.. VG ' "' t UVJ 0.200 139.4 T = 0.2, Sa = FaSs 0.527 139.4 T = Ts, Sa = FaSs 0.600 122.3 0.700 104.8 0.800 091.7 0.900 081.5 1.000 073.4 T = 1.0, Sa = FvS1 1.100 .066.7 1.200 061.2 1.300 056.5 1.400 052.4 1.500 048.9 1.600 045.9 1.700 043.2 1.800 040.8 1.900. 038.6 j 2:000 3 036.7 Sri a Sti7 6 ►I A , WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorks® Shearwalls 2004b sagiyan2.wsr Project Information COMPANY AND PROJECT INFORMATION Company Project Yu & Trochalakis, PLLC Sagiyan Residence 345 118th Ave SE, Suite 220 Tukwila,WA Bellevue, WA 98005 ASCE -7 98 Phone 425 -451 -9049 Fax 425 - 451 -8532 ASCE - 7 98 general analytic method for all bldgs DESIGN SETTINGS Mar. 30, 2005 07:51:51 SITE INFORMATION IBC Occupancy Design Code Wind Standard Seismic Standard Category II - All others IBC 2003 ASCE -7 98 ASCE -7 98 Wind Capacity Increase ASCE - 7 98 general analytic method for all bldgs Load Combinations Design Wind Speed 85mph Building Code Capacity Reduction Shear C &C Panels 0.70 Seismic Enclosure Enclosed Wind Seismic 1.40 1.60 1.00 Wind Shape Height Length 1.00 1.00 Nail Withdrawal Modification Fundamental Period E -W Max Shearwall Offset [ft] Duration Temperature Moisture Content - Plan Elevation Factor Range Fabrication Service Response Factor R 6.50 (within story). (between stories) 1.60 T< =100F Dry Dry 0.50 0.50 Maximum Height -to -width Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked Shearwall Relative Rigidity: Designed capacity using flexible distribution Hold -down Forces: Based on applied shearline force Seismic Materials: Ignore gypsum for exterior walls SITE INFORMATION IBC Occupancy ASCE - 7 Equivalent Category II - All others Category II - All others Wind Seismic ASCE - 7 98 general analytic method for all bldgs ASCE - 7 98 equivalent lateral force procedure Design Wind Speed 85mph Use Group I Exposure Exposure B Design Category D Enclosure Enclosed Site Profile Class D Topographic Information [ft] Spectral Response Acceleration Shape Height Length S1 : 0.4 8 0g Ss: 1.3 90g - - - Fundamental Period E -W N -S Site Location: - T Used 0.181s Approximate Ta 0.181s 0.181s 0.181s - - Maximum T 0.218s 0.218s Response Factor R 6.50 6.50 Z Z` �W W� UO W ='. J N LL W 0 J IL Q' N d UJ HO Z F-' W UJ U 0: 0 N1 W W. H U, a W Z - O F- Z 4 WoodWorks® Shearwalls sagiyan2.wsr Mar. 30, 2005 07:51:51 i Structural Data STORY INFORMATION BLOCK and ROOF INFORMATION Story Floor /Ceiling Wall Type Elev ft Depth in Height ft Ceiling 20.75 14.0 Level 11.83 12.0 7.75 Level 2.00 12.0 8.83 Foundation 1.00 1.00 BLOCK and ROOF INFORMATION PPA i i j I t i t Z . �Wi QQ � W� JU .00 N tt1 LL W Oi LL Q Cy i— W. a O` :Z 'U.1 tiJ' o N V'; LL ~ Z .0 O ~` �Z � Block Dimensions ft Face Type Roof Panels Sloe Overhang ft Block 2 Story E - Ridge Location X,Y = 0.00 0.00 North Side 18.4 1.00 Extent X,Y = 28.00 18.00 South Side 18.4 1.00 Ridge Y Location, Offset 9.00 0.00 East Gable 90.0 1.00 Ridge Elevation, Height 23.75 3.00 1 West Gable 90.0 1.00 PPA i i j I t i t Z . �Wi QQ � W� JU .00 N tt1 LL W Oi LL Q Cy i— W. a O` :Z 'U.1 tiJ' o N V'; LL ~ Z .0 O ~` �Z � WoodWorks® Shearwalls sagiyanlwsr Mar. 30, 2005 07:51:51 UATCOIAI C 6v WAI 1 t'Rn1 {D Grp wall Surf Sheathing [in] Material Thick Orient Fasteners Size Type Spcg [in] Edg Fld Blkg Framing Members [in] Species G S c Apply Notes 1 Ext Structural I 5/16 Vert 8d Nail 6 12 yes Hem -Fir (N 0.46 16 1 Int Gyp WB 1 -ply 1/2 Horz 5d Nail 7 7 no Hem -Fir (N 0.46 16 2 ' Ext SS incl. OSB 15/32 Vert 10d Nail 6 12 yes Hem -Fir (N 0.46 16 1 Int Gyp WB 1 -ply 1/2 Horz 5d Nail 7 7 yes Hem -Fir (N 0.46 16 3 Ext SS incl. OSB 15/32 Vert 10d Nail 6 12 yes Hem -Fir (N 0.46 16 1 Int Gyp WB 1 -ply 1/2 Horz 5d Nail 7 7 yes Hem -Fir (N 0.46 16 KI 9 C:. WoodWorks®Shearwalls sa 9 Y i an2.wsr Mar. 30 2005 07 :51:51 I SHEARLINE. WALL and OPENING DIMENSIONS North -South Type Wall Location Extent [ft] Length FHS Height Shearlines Group(s) X Eft] Start End ft ft ft Line 1 Level 2 Line 1, Level 2 Seg 3 0.00 0.00 18.00 18.00 18.00 7.75 Wall 1 -1 Seg 3 0.00 0.00 18.00 18.00 18.00 Level 1 Line 1, Level 1 Seg 3 0.00 0.00 18.00 18.00 18.00 8.83 Wall 1 - 1 Seg 3 0.00 0.00 18.00 18.00 18.00 Line 2 Leve12 Line 2, Level 2 Seg 3 28.00 0.00 18.00 18.00 10.00 7.75 Wall 2 -2 Seg 3 28.00 4.00 14.00 10.00 10.00 Wall 2 -3 NSW 28.00 14.00 18.00 4.00 4.00 Wall 2 -1 NSW 28.00 0.00 4.00 4.00 4.00 Level 1 , Line 2, Level 1 Seg 3 28.00 0.00 18.00 18.00 10.00 8.83 Wall 2 -2 Seg 3 28.00 4.00 14.00 10.00 10.00 Wall 2 -3 NSW 28.00 14.00 18.00 4.00 4.00 Wall 2 -1 NSW 28.00 0.00 4.00 4.00 4.00 East -West Type Wall Location Extent [ft] Length FHS Height Shearlines Group(s) Y ft Start End ft Ift] Im Line A Leve12 Line A, Level 2 Seg 3 0.00 0.00 28.00 28.00 9.00 7.75 Wall A -2 Seg 3 0.00 8.50 17.50 9.00 9.00 Wall A -3 NSW 0.00 17.50 28.00 10.50 10.50 Wall A -1 NSW 0.00 0.00 8.50 8.50 8.50 . Level 1 Line A, Level 1 Seg 1 0.00 0.00 28.00 28.00 9.00 8.83 Wall A -2 Seg 1 0.00 8.50 .17.50 9.00 9.00 Wall A -1 NSW 0.00 0.00 8.50 8.50 8.50 Wall A -3 NSW 0.00 17.50 28.00 10.50 10.50 Line B Leve12 Line B, Level.2. Seg 3 18.00 0.00 28.00 28.00 7.00 7.75 Wall B -1 Seg. 3 18.00 0.00 7.00 7.00 7.00 Wall B -2 NSW 18.00 7.00 28.00 21.00 21.00 Level 1 Line B, Level 1 Seg 3 18.00 0.00 28.00 28.00 7.00 8.83 Wall B -1 Seg 3 18.00 0.00 7.00 7.00 7.00 Wall B -2 NSW 18.00 7.00 28.00 21.00 21.00 Z W U: U O CO) w W =; J F; a LL: W O: f � J- ll N d �.W H O . Z F-' LU 5 C3; !O N;. W UJ LL 0- llJ Z t Z , sw1 � I e i WoodWorks® Shearwalls sagiyan2.wsr Mar. 30, 2005 07:51:51 SEISMIC LOADS. Level 2 Force Profile Location [ft] Mag [lbs,pif,paq Dir Start End Start End E - >W Line -1.00 19.00 113.4 113.4 N - >S Line -1.00 29.00 75.6 75.6 Level 1 Force Profile Location [ft] Mag [lbs,pif,psQ Dir Start End Start End E - >W Line 0.00 18.00 68.8 68.8 N - >S Line 0.00 28.00 44.2 44.2 $ 9;H? 13 SHEAR RFSIILTS North -South W For Shear Force [plf] Allowable Shear [pit] Crit. Shearlines Gp Dir Ld. Case V Obs] V/L VIFHS Int Ext Co C Total V Ibs Rasp. Line 1 Level 2 Ln1, Lev2 3 Both 682 37.9 37.9 125 417 1.00 A 542 9750 0.07 Level 1 Lnl, Levl 3 Both 2041 113.9 L..1 3.9 125 417 1.00 A 542 9750 0.21 Line 2 Level 2 Ln2, Lev2 3 Both 682 37.9 68.2 125 417 1.00 A 542 5416 0.13 Level 1 Ln2, Levl 3 Both 2041 113.4 209.1 125 417 1.00 A 542 5416 0.38 East -West W For Shear Force [pit] Allowable Shear [piq Crit. Shearlines Gp Dir Ld. Case V Ibs V/L V /FHS Int Ext Co C Total V Ibs Res p. Line A Level 2 LnA, Lev2 3 Both 586 20.9 65.1 125 417 1.00 A 542 4875 0.12 Level 1 LnA, Lev1 1 Both 1380 49.3 153.3 100 269 1.00 A 369 3319 0.42 Line B Level 2 LnB, Lev2 3 Both 586 20.9 83.7 125 417 1.00 A 542 3791 0.15 Level 1 LnB, Levl 3 Both 1380 49.3 111 125 417 1.00 A 542 3191 0.36 i 9 S NT 14 Woo Shear saglyan2msr Mar. 30, 2005 07:51:51 r nRAGSTRUT AND HOLnnOWN FORCES s Level 1 Line- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut Wall Or Op ening X Y Ld. Case Shear Dead Uplift Cmb'd Force Ibs Line 1 1-1 Left W all E End STHD 1 -1 Right Wall 0.00 18.00 1295 1295 Line 2 2 -2 Left Wall End 28.00 4.00 2330 STN D 10 2330 454 2 -2 Right Wall End 28.00 14.00 23 2330 454 Line A A -2 Left Wall End 8.50 0.00 1858 1858 419 A -2 Right Wall End 17.50 0.00 1858 1858 517 Line B B -1 Left Wall End 0.00 18.00 2389 2389 B -1 Right Wall End 7.00 18.00 2389 2389 1035 Level 2 Line- Position on Wall Location [ft] Holddown Force jibs] Dragstrut Wall Or Opening X y Ld. Case Shear Dead Uplift Cmb'd Force Ibs Line 1 . 1 -1 Left Wall End 0.00 0.00 294 294 1 -1 Right Wall End 0.00 18.00 294 294 Line 2 2 - 2 Left Wall End 28.00 4.00 528 528 151 2 -2 Right Wall End 28.00 14.00 528 528 151 Line A A -2 Left Wall End 8.50 0.00 504 504 178 A - 2 Right Wall End 17.50 0.00 504 504 220 Line B B -1 Left Wall End 0.00 18.00 649 649 B -1 Right Wall End 7.00 18.00 649 649 439 ueaa roaa conrnourron to commea rorce is racrorea Dy 7.uu roaa comninarron racror f f ctMPso� COIL S TRAW CS Ib STRAP Tt F- Le K n a -STH D 1 p= , 70r., # P = tS 25 # 10 144T Ib WOOdWOrk3® Shearwalls sagiyan2.wsr Mar. 30, 2005 07:51:51 4 . i COMPONENTS AND CLADDINn by SHFARI_INF Wind Suction Design North -South Sheathing [pst] Fastener Withdrawal [lbs] Service Cond Shearlines Force Cap Force/ Force Cap Force /Cap Factors Line Lev Grp Cap End Int End Int Temp Moist 1 1 3 17.4 68.8 0.25 23 19 94 0.25 0.20 1.00 1.00 2 3 17.4 68.8 0.25 23 19 94 0.25 0.20 1.00 1.00 2 1 3 17.4 68.8 0.25 23 19 94 0.25 0.20 1.00 1.00 1 17.4 32.0 0.54 23 19 72 0.32 0.26 1.00 1.00 2 3 17.4 68.8 0.25 23 19 94 0.25 0.20 1.00 1.00 1 17.4 32.0 0.54 23 19 72 0.32 0.26 1.00 1.00 East -West Sheathing [pst] Fastener Withdrawal jibs] Service Cond Shearlines Force Cap Forcel Force Cap Force /Cap Factors Line Lev Grp Cap End Int End Int Temp Moist A 1 1 17.4 32.0 0.54 23 19 72 0.32 0.26 1.00 1.00 2 17.4 68.8 0.25 23 19 94 0.25 0.20 1.00 1.00 2 3 17.4 68.8 0.25 23 19 94 0.25 0.20 1.00 1.00 1 17.4 32.0 0.54 23 19 72 0.32 0.26 1.00 1.00 B 1 3 17.4 68.8 0.25 23 19 94 0.25 0.20 1.00 1.00 1 17.4 32.0 0.54 23 19 72 0.32 0.26 1.00 1.00 2 3 17.4 68.8 0.25 23 19 94 0.25 0.20 1.00 1.00 1 17.4 32.0 0.54 23 19 72 0.32 0.26 1.00 1.00 WoodWorks® Shearwalls sagiyan2.wsr Mar. 30, 2005 07:51:51 Flexible Diaphragm Seismic Design SEISMIC INFORMATION verticar Eartnquake Loaa Ev = u.z was u; was = u..v Ev = u 7y u SHEAR RESULTS North -South Building Area Mass Ibs s .ft Story Shear [lbs] E - W N - S Shear Ratio Rmax E - W N - S Reliability Factor p E - W N - S Level 12000 504 2269 2269 0.714 0.500 0.75 0.22 Level 12600 504 1238 1238 0.714 0.500 0.75 0.22 Structure 24600 - 3507 3507 - - 1.00 1.00 verticar Eartnquake Loaa Ev = u.z was u; was = u..v Ev = u 7y u SHEAR RESULTS North -South W For H/W Fact. Shear Force [pin Allowable Shear [plf] Crit. Shearlines Gp Dir Int Ext V Ibs V/L V /FHS Int Ext Co C Total V Ibs Res p. Line 7 Level 2 Lnl, Lev2 3 Both 1.0 1.0 794 44.1 744.1 298 1.00 S 298 5357 0.15 Level 1 Ln1, Lev1 3 Both 1.0 1.0 1227 68.2 68.2 298 1.00 S 298 5357 0.23 Line 2 Level 2 Ln2, Lev2 3 Both 1.0 1.0 794 44.1 79.4 298 1.00 S 298 2976 0.27 Level 1 Ln2, Lev1 3 Both 1.0 1.0 1227 68.2 122.7 298 1.00 S 298 2976 0.41 East -West W For H/W Fact. Shear Force [plf] Allowable Shear [pin Crit. Shearlines Gp Dir Int Ext V Jibs] ViL V /FHS Int Ext Co C Total V Ibs Res p. Line A Level 2 LnA,. Lev2 3 Both 1.0 1.0 794 28.4 88.2 298 1.00 S 298 2678 0.30 Level 1 LnA, Levl 1 Both 1.0 1.0 1227 43.8 136.4 192 1.00 S 192 1728 0.71 Line B Level 2 LnB, Lev2 3 Both 1.0 1.0 794 28.4 113.4 298 1.00 S 298 2083 0.38 Level 1 LnB, Levl 3 Both 1.0 1.0 1227 43.8 175.4 298 1.00 S 298 2083 0.59 c - sneatnlng comwnati A- Aaa capacities, �i srrongest onry; A- zirrongest or twice weakest. jtSE S HE AR. W4LL sou 1 �aQ. = ztio 12 i Z �W fY U� UO: U U' CO) ' J N LL W O' 9 :3 LL N � H W, t =. Z F. H O: :Z F-, �5 �p .O co) 13 WW LL ~O, ii Z l CO) O Z WoodWork Shearwa sag iyan2msr Mar. 30, 2005 07:51:51 13RAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut Wall Or Opening X Y Shear Dead Uplift Cmb'd Force Ibs Line 1 1 -1 Left Wall End 0.00 0.00 944 944 1 -1 Right Wall. End 0.00 18.00 944 944 Line 2 2 -2 Left Wall End 28.00 4.00 1699 1699 273 2 -2 Right Wall End 28.00 14.00 1699 1699 273 Line A A -2 Left Wall End 8.50 0.00 1888 110 S T 1888 373 A -2 Right Wall End 17.50 0.00 1888 RP 1888 460 Line B B-1 Left W E 5TH D 0 B -1 Right Wall End 7.00 18.00 2428 2428 921 Level 2 Line- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut Wall Or Opening X Y Shear Dead Uplift Cmb'd Force Ibs Line 1 1 -1 Left Wall End 0.00 0.00 M42 342 1 -1 Right wall End 0.00 18.00 342 Line 2 "'�� 2 -2 Left Wall End 28.00 4.00 615 176 2 -2 Right Wall End 28.00 14.00 L671 615 176 Line A " G ( A -2 Left Wall End 8.50 0.00 84 684 241 A -2 Right Wall End 17.50 0.00 684 684 298 Line B B -1 Left Wall End 0.00 18.00 879 879 B -1 Right wall End 7.00 18.00 879 879 596 V @80 foaa communion to comoinea Terce is Tactoreu oy u.'FTV uue to luau cumurnacwn raccur anu verocac sersmrc force 5rE PG Iv ro A DL KOI.DflI�VN / 0 ( f Z. U O, moo CO) W W =: CO) W, W O } J' LL Q' = C'1; 1— W; 2 �+ O,. Z H- W W: .O N W W'. _ , H U ti. 0,. w Z V M Z ~` 13 S wT 1 , I � i } 1,'RJ' after the model indicates STHDs for rim joist applications, e.g. STHD8RJ. 2,STHDI4RJ on 8' stemwall requires 30.164 sinkers, with the (le) load at 133% of 4960 lbs. i 3.10d commons or 12d common nails may be used with no load reduction. 4.Minimum nail end distance to prevent splitting is 10 x diameter, 11h" for 16d sinkers, 10d common and 12d common. 5.For two pour with 4" slab or less. The STH014 load at Id end dislance 2000 psi is 3235 lbs. and 4220 lbs. at 14" end distance. The STHD10 at the same condition is 2035 lbs. for F." end distance, and 2750 lbs. at 10" end distance. U Z O V W Z O S F- 0 ii r 3 v 1 6, Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 7. Strap may be bent one full cycle. 8. Calculate loads using straight line Interpolation for corner distances between 'k' and le. 9.STHD14 and STH014RJ Installed on HF /SPF in an 8" stemwall: the le load is 5280 lbs. Post Tension SPALL REDUCTION SYSTEM SM1 Length FOR STHD AND HPAHD No. Footing Allowable Tension Loads (bF/SP /HF)SPF) (133 81;160) Loads End Distance. FEATURES Min (�) • Secures holdown to wood form - board. x + J t• �'�•TYP • Allows for proper side - cover. Top View of Post Tension 2705 • Keeps strap vertical. • Prevents tilting or twisting of strap during the concrete pour. ;, *s; , "HAIRPIN: TYP. • Uses one 16d duplex nail. BENEFITS °;, ,, }L " ' y 1y; • Greatly reduces spalling and costly retrofits. Standard / Run Joist, Stem Wall • Prevents strap movement parallel and Nails. SPALLING LOAD REDUCTIONI perpendicular to plate. ,.•. If strap is bent horizontal 90 during • Decreases possibility of misinslallation Keyhole Feature installation, and then bent vertical for o f strap o woo b d t member. t Patent Pending nailing to the stud, concrete spalling • Simple to use: — Common jobsite nail. 8" Min could result. Load reductions may — No additional expense. STHD8RJ apply, see installation note. When using keyhole feature, care should be taken when removing form 'h" Min boards. If concrete is not set, the duplex nail will move the strap placement. } 1,'RJ' after the model indicates STHDs for rim joist applications, e.g. STHD8RJ. 2,STHDI4RJ on 8' stemwall requires 30.164 sinkers, with the (le) load at 133% of 4960 lbs. i 3.10d commons or 12d common nails may be used with no load reduction. 4.Minimum nail end distance to prevent splitting is 10 x diameter, 11h" for 16d sinkers, 10d common and 12d common. 5.For two pour with 4" slab or less. The STH014 load at Id end dislance 2000 psi is 3235 lbs. and 4220 lbs. at 14" end distance. The STHD10 at the same condition is 2035 lbs. for F." end distance, and 2750 lbs. at 10" end distance. U Z O V W Z O S F- 0 ii r 3 v 1 6, Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 7. Strap may be bent one full cycle. 8. Calculate loads using straight line Interpolation for corner distances between 'k' and le. 9.STHD14 and STH014RJ Installed on HF /SPF in an 8" stemwall: the le load is 5280 lbs. Post Tension F ; Strap Length In a Garage No. Footing Allowable Tension Loads (bF/SP /HF)SPF) (133 81;160) Loads End Distance. Min (�) JJ� + J t• �'�•TYP vg Ult Q Top View of Post Tension 2705 Rim ' ;, *s; , "HAIRPIN: TYP. , °;, ,, }L " ' y 1y; `, Standard / Run Joist, Stem Wall I, Nails. 2000 Code Ref. ,.•. rebarre ulred Std; Joist 32 121 STHD8/ Psi 24 -16d sinkers 2055 8" Min 24 - 16d sinke 2345 STHD8RJ 122 STHD10/ 'h" Min 28 -16d sinkers 2055 Model model 3185 STHDi0RJ le 2000 psr Concrete . ; :_` 2600 psi Concrete„ 3000 61tancrel!e ` LSTH08 / LSTHD8RJ 6 21% 35y 81 24 -16d sinker 5918 1 1695 1695 1695 1825 1825 1825 1950 1950 1950 STHD8 /STHD8RJ 6 21% 35y 8 24 -16d sinker 7167 1760 2050 2345 1950 2210 2385 2135 2370 2425 ST461019THDI01RJ: 6 23y 36ga 10 28 -16d sinker 10555 ;2035.•::25Z5< :;3298' .:2610: ;2880...:32x4 3185' 31.85. 5 31 ;ST.HDf4, %5THD14RJ. 6 39 14 38 - 164 sinker 15080 :3235,''4220:: d606� :3800 '4295`. 4805 4805;•. 32,121, 31/ x4365 ,4365 LSTHD8 / LSTHD8RJ 8 21% 35y 8 24 -16d sinker 5918 1695 1695 1695 1825 1825 2335 1950 i1950 2975 102 STHD8 / STHD8RJ 8 21 ya 35y, 8 24 -164 sinker 7577 2370 2370 3195 i 2370 2370 3195 2370 2370 ' 3195 STHD10 /STHDI.ORJ:. .8: .,23y 36% . 101 .28 -164 sinker 11780 '2245; 2745 `;3725, 2990:; 2996; .2725;1;'3230' 3230' 3725r STHD1,4 /<STHDI4RJ? , 8:; . .31/ 39yz 14 38- 16dsinker 17453;3885; 14436 :57'85"': A` 0 >4430 5785 ?3430 ,4430 5785 } 1,'RJ' after the model indicates STHDs for rim joist applications, e.g. STHD8RJ. 2,STHDI4RJ on 8' stemwall requires 30.164 sinkers, with the (le) load at 133% of 4960 lbs. i 3.10d commons or 12d common nails may be used with no load reduction. 4.Minimum nail end distance to prevent splitting is 10 x diameter, 11h" for 16d sinkers, 10d common and 12d common. 5.For two pour with 4" slab or less. The STH014 load at Id end dislance 2000 psi is 3235 lbs. and 4220 lbs. at 14" end distance. The STHD10 at the same condition is 2035 lbs. for F." end distance, and 2750 lbs. at 10" end distance. U Z O V W Z O S F- 0 ii r 3 v 1 6, Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 7. Strap may be bent one full cycle. 8. Calculate loads using straight line Interpolation for corner distances between 'k' and le. 9.STHD14 and STH014RJ Installed on HF /SPF in an 8" stemwall: the le load is 5280 lbs. Post Tension F ; Cable Placement � =n- +rr --- In a Garage No. Footing s• Loads TyP Corner JJ� + J t• �'�•TYP kb. "'~ ; Top View of Post Tension 2705 Cable Placement HPAHD22 , "HAIRPIN: TYP. I'• : j : { 16 DETAIL 1 ' POST TENSION DETAIL 2 :' �:.. TEN °oN.TYP When installed on a _ Post Tension OPTIO Nr Cable '?- raised curb, use stemwall Placement I ;...:: Installation and loads POST TENSION Corner Installation ANCHOR,TYP. (page 31 and 32) ` ✓9,x.1 (no re'bar required) rebarre ulred I Model Distance Allowable Uplift Code No. from Fasteners Loads Bet. Corner (133) 1 /2 " Min 13 -16d 2705 20, HPAHD22 124 8" Min 23 -16d 4570 LSTHD8/ ' / Min 24•16d sinkers 1695 8" Min 24 -16d sinkers 1695, LSTHD8RJ 32 121 STHD8/ '1h" Min 24 -16d sinkers 2055 8" Min 24 - 16d sinke 2345 STHD8RJ 122 STHD10/ 'h" Min 28 -16d sinkers 2055 10" Min I 28 -16d sinkers 3185 STHDi0RJ 1. Minimum concrete strength is 2500 psi. 2. Post-tension stool is minimum 1 /k' diameter, 7 - wire, low relaxatlon strand in accordance with ASTM A416, Grade 270 ksi, with a guaranteed ultimate strength of 41.3 k. 3. Anchorage Is monostrand -type anchor system with current ICBO approval using a ductile Iron casting of at least 2.25' x 4.5" of bearing and reusable pocket formers on all stressing ends. 4. It is the designer's responsibility to provide reinforcement to tie cold - joints and to resist bending stresses In the foundation due to anchor uplift. 31 s tAT r( Z �Z W Q � W� UO O W = C0 LL W O L Q Cl) To �W Z Z� W UC3 O CO3 O F— WW 1•- H O iu Z U= O Z �NI %LA, . . . . . ...... . ..... q OJf • '�fj' } 4 -Jt Q: 'O ' . ' 1908 05 -01 -2006 VALERIY SAGIYAN 1207146 AV S TUKWILA WA 98178 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D05 -029 1207146 AV S TUKW Dear Permit Holder: In reviewing our current records the. above noted permit has not received a final inspection by the City ofTukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building .or work authorized by such permit is not commenced within 180 days from the date of such permit; , or if the. building or. work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. .. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at.206- 431 -2451 to schedule for the next.or frtal inspection.. This inspection is intended to determine if substantial work has.been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 06/25/2006, 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, ± w hall, i rs Permit Technician xc: . Permit File No. D05 -029 �z Z` �w U: 00' N p W W' W= J J.Z C LL. WU J' u_ Q N d �w HO Z F- w 5 U O ,O H WW O;. W Z U co Ham; Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206- 431 -3665 � ,. 11LA, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director . '' 1908 March 15, 2005 Valeriy Sagiyan 12071 — 46' Avenue S Tukwila, WA 98178 RE: CORRECTION LETTER 41 Development Permit Application No. D05 -029 Sagiyan Residence — 12071 — 46'" Avenue S Dear Mr. Sagiyan: This letter is to inform you of corrections that must be addressed before your development permits 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 Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments. Buildine Division Allen Johannessen, at 206 - 433 -7163, 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 accepted through the mail or by a messenger servicethe mail or by a messenger service. If you have any questions, please contact me at (206)431 -3670. Sincerely, �l ! Brenda Holt S Permit Coordinator encl c: File No. D05 -029 Z �w UO Co 0; V) 3: J � N O .W }} J LL Q- N d F=. W.. ZO w 5: U O co, W W. LL O ui Z: O Z 206 - 431 -3665 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 -431 -3670 a Fax: Determination of Completeness Memo Date: February 16, 2005 Project Name: Sagiyan Residence Permit #: D05 -029 Plan Review: Allen Johannessen, Plans Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2436; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1. Engineering required. Provide brace wall engineering for the new 2 -story addition as prescribed in the 2003 IRC- (R602.10 Wall Bracing) & (R602.11 Wall Anchorage). Indicate on the plans any required foundation hold- downs. Cross - reference on the plans the brace walls relative to the engineering calculation sheet. 2. Show how you plan to heat the new addition. Include information about possible heating units. Information shall show bathroom venting and fan specifications. (Separate mechanical permit required) 3. Provide a window /door schedule to include description of window type and code requirements for egress and energy compliance. 4. Plans show bolts connecting into existing foundation. Show more specifically type of material and method used to secure the anchor bolt or reinforcing hardware into the existing foundation. IBC SECTION 1913. 5. The plans show two valleys converging into two comers at the comer of two gable ends. This is indicating that a large amount of water during a heavy down pour will collect in those areas. Provide a design to show how that water will adequately collect and disburse into a collection system without becoming a possible situation where moisture damage could occur in those wall areas. 6. Show locations of smoke alarms on the plan. 2003 IRC -R313 7. Show on the plans the location of the crawlspace access door with required size. 8. Show how you plan to connect up to the existing plumbing and sewer. 9. Re- submit a complete set of plans with the Engineering and changes. Number the pages. Plan set is to include general and structural notes typically indicated on the plan cover sheet. (Four (4) copies each set) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Z u� D .J U 0 0 Cl) CO J =! S2 LL w U. !2 =w Z� Z 0. 25 U O N o � W W' ILLO _ ui o F. Z ILA, LAR 21 pzs#, I , i 5XV rViA 4;-1 P S i February 8, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Valeriy Sagiyan 12071 46' Avenue South Tukwila, WA 98178 RE: Letter of Incomplete Application # I Development Permit Application D05-029 Sagiyan Residence — 12071 1h Avenue South Dear Valeriy: This letter is to inform you that your application received at the City of Tukwila Permit Center on Jartuary 27, 2005, is determined to be incomplete. Before your application can. continue the plan review process the following items need to be addressed: Building Department: Allen Johannessen, at 206 433-7163, if you have questions concerning the following: 1. Please show streets and label the driveway (see sample site plan enclosed). 2. Please provide a complete floor plan of the existing house and label all the rooms. 3. Highlight, on the site plan, the scope of work for this permit. Planning Department: Brandon Miles, at 206 431-3684, if you have questions concerning the attached memo. Please address the above 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 resubn I have enclosed one for your convenience. 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 the Permit Center at (206) 433-7165. Sincerely, --k Stefani ppencer Permit Technician Enclosures xc: Permit File No. D05-029 Z W CO LU; UJ 3:� CO) U.: 0 U. D CY W ZF 0 Z I— W LU, 5, , 0 5 ; LL -01 Z :Z 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 • Fax: 206-431-3665 I ��IILA, l City of Tukwila G) Steven M. Mullet, Mayor Department of Community Development Steve Lancaster Director 1908 i PLANNING DIVISION COMMENTS i DATE: January 27, 2005 CONTACT: Valerly Sagiyan RE: D05 -029 j ADDRESS: 12071 46`" Ave South Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revisions, Brandon Miles is the planner assigned to the file and can be reached at (206) 431 -3684. 1. The site map provide does not provide enough information. Please refer to the handout "Sample Residential Site Plan (enclosed)" for what items need to be on the site plan. The area of construction also needs to be called out on the site plan. 2. Show the room layout of the existing house. 3. The City Building Permit Application form is incomplete. Provide the requested information under "Planning Division ". 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 r .t - ' " 1 _SAMPLE RESIDENTIAL SITE PLAN U two City of Tukwila Minimum submittal standard for architectural site plan. Building Division/Permit Center 6300 South Center Blvd. #100, Tukwila, WA 98188 I.R.C. Section R106 .2. (206) 431 -3670 Parcel Number: 999000 -999 -0 Legal Description: Lot 8, Block 426, Adam Home Tract Scale at I" = 20' or greater. The site plan shall be fully dimensioned, neatly and accurately drawn. Show the following on the sit plan: * Property Lines * Abutting Streets * Existing streets * Proposed Structures * Building Setback Lines * Existing and proposed Topography- Contours at 2' intervals. Wetlands, watercourses shorelines,or slopes 15% or greater. *Existing trees (including size and species) show trees to be removed. • Locations of parking spaces • Hydrant location * Setbacks Front Yard Rear Yard Side Yard Note: Many existing older homes do not meet current setback requirements. All new construction which involves added square footage or a change to existing building wall lines (whether going up or out) must meet the present zoning setbacks or an application for a variance must be submitted. DRAWINGS SHALL BE SAME SIZE —, AS PLAN SET (MIN. 11X17 PLAN SET) (02.00') (NAME OF PUBLIC R.O.W.J _S 144TH STREET PROVIDING ACCESS TO SITE SIDEWALK PROPERTY LINES (SNOW ALL) u DRIVEWAY a EXISTING STRUCTURES OR PROPOSED BUILDING s /---- - - - - -- I I I I � ' I � TOPOGRAPHY CONTOUR ' LINES 0 2' INTERVALS 7 - - - - 1 V HOUSE EXTERIOR \ W I I I SET BACK I ' I I � I I OVER HANG SETBACK i EXISTING STRUCTURES PATIO IF ANY I I --- �__ — — EXISTING TREES a m 6' DIA MAPLE 8' DIA ALDER ABET. t ' NUMBER S EEl 42.00' — (SNOW) SITE PLAN 0 DATE CREATED 12/30/2004 REVISED # DATE I � b s~ cV DRAWING # DCD H003 APPROVED REVISION # 2 DATE 01/21/2005 Z h �W QQ � JU 00, to 0 Co LU J � Ca LL W O LL Q F. W Z� H O Z LU W U� 01__ WW u. O W U Co. Z I PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -029 DATE: 04 -21 -05 PROJECT NAME: SAGIYAN RESIDENCE SITE ADDRESS: 1207146 TH AVENUE SOUTH Original Plan Submittal _Response to Incomplete Letter # ,Response to Correction Letter # I Revision # after /before permit is issued DEPARTMENTS: G 4_z_ Buil in D sion ❑E Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 04 -26 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required REVIEWER`S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05 -24 -05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents/routing sllp.doc 2.28.02 z � z �w J U 0 0 , w= J �_' WLL w O J LL. Co =w H Z �.. �o z �- w 11 U !n O � F- w w: U-- O .. Z U UY H O ~ . Z �-- tzRMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -029 DATE: 02 -14 -05 PROJECT NAME: SAGIYAN RESIDENCE SITE ADDRESS: 1207146 TH AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: 3. BuiIdin ivi n 1:1 P6M A? Fire Prevention ing Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -15 -05 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 RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED:.. r 0 Departments issued corrections: Bldg I1 Fire ❑ Ping ❑ PW ❑ Staff Initials: _ DUE DATE: Not Approved (attach comments) DATE: COORD COPY z z LLI W W D J LY UO CO) J = H N LL W O. J LL N �w z� �o U O co :0 w :LL o W z U CO), O z ( 4"111 PLAN REVIEV I /R(3U71NG SLIP ACTIVITY NUMBER: D05 -029 DATE: 1 -26 -05 PROJECT NAME: SAGIYAN RESIDENCE SITE ADDRESS 12071 46 AV S X Original `Plan Submittal . Response o Correction Letter Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui ing ivision ire Prevention Planning Division Public Work Structural ❑ Permit Coordinator 9 R I M- 0 6 - DETERMINATION OF COMPLETENESS (Tues., Th rs.) DUE DATE: 1-27 -05 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: .2 R S LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Pingl< PW ❑ Staff Initials: 154s TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 2 -24 -05 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: Documenis/routing slip.doc z -28.02 �'c...�'._ .o..a. ..W t:t.- ai....i.:•`_._:Nw.4:w. u':n�3.::uww:Rh.A ,a:bi.�. ' n...S�r+.'i.' L:: aka ...ci- :.i <wK•l..o.ai:,r= `aWw!i' •'II+::'.' amp :iWa1i•h'i:�+�a.s+'."'��li.� • t•.Ma..«1:..•ra`.:«a sL',:..� ••: : �•.:� . '_ z W JU U O N J � S2 LL w O LL a =a �w z �. 1- O zr U� Co O -- WW HU F- u' O . z . . W U= O ~' z 9 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: htW:11www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director £ j >> RE'ISION SUBIVIITTAI:; Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: '7'�"�.� Plan Check/Permit Number: S ❑ Response to Incomplete Letter # .0 Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: S a ` Project Address: 2- Contact Person: Summary of Revision: 51 KC) tc r La W 14 e I eP 17k Number: �-! 1 6 t � er N t(,Ce -n aryef RECEIVES , } r APR 2- 1 Ono I i PERMIT CE NTER Sheet Number(s): - "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: oS Entered in Permits Plus on pp ications orms -app ications on melrevision submittal Created: 8 -13 -2004 Revised: 0 K � 6 #k So C/00 `�zos Z " w 2 ' J U' U O in C1, W= J � CO w O 2 9 Q. CJ) = �w z l•- O Z I-- w U� O tn, o F- w .. Z. Z � r O Z City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.ttikwila.wa. us Steve Lancaster, Director RE;yISION `SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D05 -029 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name SAGIYAN RESIDENCE Project Address 1207146 TH AVENUE SOUTH Contact Person: Valeriy Sagiyan Phone Number Summary of Revision: de h Q la lS c.1(d1 r k 64 a H s?aa, `q C,( C C, c,, LM Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [ Entered in Permits Plus on Y2�s 'ea vcR z Z � WD J U. 0 U) D. U) =. CO) LL. w O U - N a �_ z OO' W w U D. O CO w H U' - 0 w z U CO. z pp orations orms- applications on lineVevision submittal Created: 8 -13 -2004 Revised: ILA, w k w � loot ' CITY OF TUKWIL4 Permit Center /Building Division: Community Development Department 206 - 431 -3670 Permit Center Public Works Department: 6300 Southcenter Blvd., Suite 100 206 - 433 -0179 Tukwila, WA 98188 Planning Division: 206 -431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO.: DO- -- 0,2 q STATE OF WASHINGTON) ) ss. COUNTY OF KING ) OLE � v —�A- G / ,� A IV , states as follows: [please print] 1. I have made application for a building permit from the City of Tukwila, Washington. 2. 1 understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. 1 understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, 1 consider the work authorized under this building permit to be exempt under No. , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Ut;k&e. APPLICAN pF P J� 59 10 1 V F -#,oC� I' ri op 40TA,9 r PUBLIG 2• s 16 Q a t r F wA gN ` �.,- \applications \8 -2004 affidavit in lieu of contractor registration Signed and sworn to before me this day of Ma U .20 NOTARY PUBLIC in and for theq3tate of Washington, Residing at Kin , County. Name as commissioned AI i c e A. Dedc y My commission expires: 6 - 16- D8 Z �Z D U O 0 W = J N U. W J U. WD H= �O Z� W D O N O H w U .. Z. w U= O Z 18.27.090 Exemptions. This chapter shall not apply to: contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or 1 otherwise. The exemption prescribed in this 2. An authorized representative of the United States subsection does not apply to a person who Government, the State of Washington, or any advertises or puts out any sign or card or other incorporated city, town, county, township, device which might indicate to the public that he is irrigation district, reclamation district or other a contractor, or that he is qualified to engage in municipal or political corporation or subdivision of the business of contractor; this state; 11. Any construction or operation incidental to the 3. Officers of the court when they are acting within construction and repair of irrigation and drainage the scope of their office; ditches of regularly constituted irrigation districts ' or reclamation districts; or to farming, dairying, t 4. Public utilities operating under the regulations of agriculture, viticulture, horticulture, or stock or the utilities and transportation commission in poultry raising; or to clearing or other work upon construction, maintenance, or development work land in rural districts for fire prevention purposes; incidental to their own business; except then any of the above work is performed by a registered contractor; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, 12. An owner who contracts for a project with a or the drilling, testing, abandoning, or other registered owner; i operation of any petroleum or gas well or any surface or underground mine or mineral deposit 13. Any person working on his own property, whether j when performed by an owner or lessee; occupied by him or not, and any person working on his residence, whether owned by him or not but 6. The sale or installation of any finished products, his exemption shall not apply to any person materials, or articles of merchandise which are not otherwise covered by this chapter who constructs actually fabricated into and do not become a an improvement on his own property with the permanent fixed part of the structure; intention and for the purpose of selling the improved property; 7. Any construction, alteration, improvement or repair of personal property, except this chapter 14. Owners of commercial properties who use their .shall apply to all mobile, manufactured housing. A own employees to do maintenance, repair, and mobile /manufactured home may be installed, set alteration work in or upon their own properties; up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by 15. A licensed architect or civil or professional a mobile /manufactured home retail dealer or engineer acting solely in his professional capacity, manufacturer licensed under chapter 46.70 RCW; an electrician licensed under the laws of the state of Washington, or a plumber licensed under the 8. Any construction, alteration, improvement, or laws of the state of Washington while operating repair carried on within the limits and boundaries within the boundaries of such political subdivision. of any site or reservation under the legal The exemption provided in this subsection is jurisdiction of the federal government; applicable only when the licensee is operating within the scope of his license; 9. Any person who only furnished materials, supplies, or equipment without fabricating them 16. Any person who engages in the activities herein into, or consuming them in the performance of, the regulated as an employee of a registered work of the contractor; contractor with wages as his sole compensation; 10. Any work or operation on one undertaking or 17. Contractors: on- highway projects who have been project by one or more contractors, the aggregate prequalifie'd :as required by chapter 13 of the Laws contract price of which for labor and materials and of 1961, RC.W 47.28.070 with the department of all other items is less than $500.00, such work, or transportation to perform highway construction, operations being considered as of a casual, minor, reconstruction, or- work. or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8 -2004 affidavit in lieu of contractor registration Z H '~ w JU UO w= J � C0 L W 9-1 LL N� = �w z� �O Z�_ W5 U° O� w U. O. W Z U =: O Z L 1 I A 5 1 EN 3 J !_ H �_ G � F E I D I C P. -� if f A C (fir!: 4' -0" X 3' -0' MATL: .A 11' FINISH: FAC. A., 'y ' C 'i ' `v f" r ter ' f VJ %'. [ - f 1 • .� NOTES: � H i 1, A : XrT [:i:J` r N 0 A. T i IL Jf � ., ter, i" - [' 0 �� `,i [ k, %r rte; 1 :'TE.�= i- `-�f, -f r .r r ::�' ►1�•C. E I �', >'M lc- ` 0 Ki -'p ?.k�_.XX.) f_" )I) .41mi IV • .tii E L,�, � �^ t \,C ' i CC��C�'' i. [; �� C I ' ` 1 '' ► _' , 1/I�, F F l` �'� 4- it l.- v �- _✓fit✓ v l..l.'�' _ f� �� ` �., V F `�l� �1 �lV. • �. r .. ��'�. Ik . •.•......••........ f i •r 1 14 .a` a - -r ' Al •�.iv..�' i r, � _ � - fir � � A G ftw, i f�ILI �tV f ��'� ✓ �`'�\ � ! � �•'- 'JI ' r^ , U ✓ h .. r v �✓ ✓ ✓ L' 0 ) %,A f `'` �,; /� v I !� Vi i! ' . _ • /!,• _�. '��; 4) ^� �J� • ✓ /a �`\ ' �" ' `��"i;'' :.'�' 1�ti _��.� "�. /� - 1�� . ri i .� ,. - ,r • .i�. =�J� '� '/.ice ' ,I , . ' �.._� r• • ...... ..... .................• . `• c -' ..... ..................... V. . _W 10 1 v i I ^ ! � • � ' ♦ • ' • t � - . .� C �� r . • . � i r. r r' , r 'j �/ � I �� c '' � 1 � •� iii I t •�- %- •' ► r • -�, -- • y , • , ' '_ i . : •' - -' E11 SLIDER SIZE: 5' -0" X 4' -0" MATL: VNF FINISH: FAC. GLASS: INSUL. NOTES: SEE 15 ai_ low .29 C" ml tI£M soar EGRESS REQUIREMENTS 4 C INTERIOR DOO> A �C A .I SIZE: 4' -0" X 3' -0' MATL: VNF FINISH: FAC. GLASS: INSUL. NOTES: � ^SLIDER • OF ' FM Ivew aWrmi is wbject to errors and on i.nguNL Apprlo W of construction does not a udwft Vte vbkbm Of any adopted code or q v" Of approved Reid copy and mg dUoI is is ad ev V cPv r. ' orrc o os� i rto ch aetntw ~ be olio to the s r r F c : - -_ gout prior appwra! of � C .; �i:� BOOM Diridom -�- and may Y xkAe SIZE: S -O' X 6' -8" THM 1 3/4" MAIL: MOOD F*19t STAN F12E_ NA CLASS, PARTIAL GLASS FRAML- WOOD F*ISFt STAIN NOTES; INTERIOR DOOR REAR ENTRY DOOR 1 1 r• � v 0 TO ' ail "'T ,•'ar�,� 0! owf j[ - , F (_ I' F� '[ "'i'CiV.-� i[ � � �P�L['IC ATIJN '} t- AN[) ✓Av(' )i.! F'.,AN `4'�A�L NLAr) `�t T SAL = Iti� ' r:r .4 `)r- '41 I' E L � W( . )LI; M11`4 t✓F : )I A! F'F P ', l MA" ., T k, ' Llf (: ' [' Y A (J, At �,' (;CAN " VC N; F NJ I `�L.i:i' A`� 'Nr WA`r1 N!_ ' ON 1 ['.!`. -`� F IN. 'i , - .AIk > (,OUh(. L AJ`jC.) 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E �'AV51oi�j . NA L Ivb `-ALL Cif �d r'V� i,MAT1CAl ✓' it?IV� �, VP, �. ;; WI T1• , A M Ji ll\,U 5✓IANK P AMC S J 1 I � ' OP, 6 � 4A, 6' Ar F'AN ✓ �t26 5 Aht� '2 O.C. AT N L >� . � '�AT> -i r✓�;� q ' rL YV 00tC - (I AIWA I' ✓ 4 � / 2 , L, Lf C AjNr'; ` Ai._ C; UW UrM M A °A I :Af 0\J Aru 0. ? C ri b �6�`> AT LCD �Atir✓ E: -�`5, NA!, NG `>1 - A✓L [� '(_)_J 0.� AT I✓', r ^ .tVCi A Ir•.It;M�r LATE ✓,AM N,� MFMG`Ev`�, , 16 6P. °Ar', F> cry 7 WA- 6'- 5E A i l NG (> ` G% .5 AF A C`P',T C % 3 2 / 16 G:A%E 2 MW) i A_i," ,N e ' CLEP,� � T, N �ANE:L` Tv; AlrL0'Y'V F ,% �-; I? TP: NA[- �JG 51-[Fi1.L C o VAIL5 Wr-i A M1\11'VIUM PNr W,VK ✓[A U ! ►.'_` ' Or: 6 A. STP�P_ E 5 E; , G • C)P M 7NEi�� ,NA.. L 5� f ✓a AT EC/uE5 ANP 2` o C AT N CrM P A' F�AM1N6 ME'!�[UE2` . SEPARAIt PERMIT REQUIRED FOR: mw mm rwL d� er ar cis v" txjr of 7ukw"#:a BUiLDDrG DNiSION WINDOW SCHEDULE GENERAL A. ALL VANDOWS ARE BASED UPON MILGARD SERIES VINYL VANDOWS_ -W LOW E /ARGON U -VALUE .4 OR EQUAL GLAZING CALCULATION GLA MrG AREA VANDOWS 70 SF DOORS 18 SF TOTAL 88 SF TOTAL HEATED FLOOR AREA 504 SF TOTAL GLAZING do DOOR AREA 88 SF X GLAZING AREA 17.5 X DOOR SCHEDULE C;_ . . V WE: 2' - 4" X 6' -8" �f f SIZE: 2' -6 X 6 -8'" TH": 1 3/8' of THKX_ 1 3/8 �. If MATL: WOOD SC If MATL- MI00p SC df Je • FINISH: PANDIT F ASf1: PANT i iRE: MA / FW: WW1 �� u ASS: - GLASS. - � FRAME: WOW `% FRAME: /' F IMSH: PAINT % N F1/SK PAT r NOTES: % NOTES: 10 J 1 � / DOOR SCHEDULE SKI GE 1. SELF C osm * RAISED PMIM A, DOORS W/ - ; , -4.L Q ASSr TO BE u- VrALUE .40 / OPAQK DOM 10 K U - WW 20 3. 0= 1/7' FM �E t�01a155E X A1Q1 L QE Hap FWE RA»ED AS►SE1WY. 6 ALL FWE DOORS SMALL KAR A LAAK1 F=N A iECOGOWED IESIM AGO= •, F b � H i G I •, b � O N 0 � 0 W z V o %Ali o O O 4 O q � � h 4 � 4 b ft � W v 4 vJ w r W U CA w 4 Q co • 7 m 3 FE11m: SIZE: 3'- O" X 3'- 0` MATU VNF FINISH: FAC. GLASS: INSUL NOTES: ^ goMASTItu Cf1w. OF T UMMA APR 2 " WE Coll A - -- - ___ -- — — - ___ — — — - - _�.w►.-. '!,^+r.. ...+ - �+�•. — - — - —. ... ..... w.. -..- — _.w-_ +."' - —,W.. b � O 0 � 0 z o %Ali o O q � � h FE11m: SIZE: 3'- O" X 3'- 0` MATU VNF FINISH: FAC. GLASS: INSUL NOTES: ^ goMASTItu Cf1w. OF T UMMA APR 2 " WE Coll A - -- - ___ -- — — - ___ — — — - - _�.w►.-. '!,^+r.. ...+ - �+�•. — - — - —. ... ..... w.. -..- — _.w-_ +."' - —,W.. I I K no 7 C•1 s Fil mu 3 2 i L K • • r J 0�/ 00' o �X151'ING H 0 U5� 11 110 Ar C"Y F�u�c�ra� on 7 01 13 -021 F • 1 I 1 J N\z -� � __. �-_. _ .. .ma y . _ .��...�..� +.• e� � _ __. -.. ...� -�. •_.��- �. -��.. .� _. _ � -.�. n o i Q z O v W-A 0 V I NO co w 0 i o O ' w a v w y 0 � w � 4 p _ c at 4 w c� h � +� y w w co w A � �C w � �o c o z � Q Q3\ � � N w .� w � .�-- - err. `�.s r"r'•��..��� M�^�w ^'�,�.'�!�►� � �^�+�+�1y, �•�.r' - !�„��r o b i o O ' w at w y � w � 4 p _ c at 4 h � w .� w � .�-- - err. `�.s r"r'•��..��� M�^�w ^'�,�.'�!�►� � �^�+�+�1y, �•�.r' - !�„��r 4 f 1 i 1 r t � t t i • , 4 i 01 i I l i a rt i' n 1 C 1 t C 1 I t i f i cc 1 I >I DATE 04-10-2005 SCALE; 1 14 of Ar 1 ' 0" 8Y FRED STRIBLING PACs s of 8 E y & IND FLOOR FLANS C: �I _1 �I v -1 xi +i o i I i u. L. m ,2 -L' l 2 �� REVISIONS BY A) ADDED ROOM DETAILSAND LABELS FOR EXISTING HOUSE. FNS SHOWED SCOPE OF ADDITION 2-11-05 B) REVISED WINDOWS. ADDED SMOKE DETECTORS, FANS AND WINDOW AND DOOR FNS DESIGNATIONS. O n w• i cn co r s O ,*, — P il + C W M r 1 � N {n c T / 1 11 -()I x 41 Ln - - - - - - N I OIL I I 00 ------ D I C k A sa ..q I _ Y i to oe 0 01, I � i .. C~ - - - - -- -. - - - - - I I � I I K17) n I Q �n I � � I I I I I I I 1-:R: i I i7Z I ' ! l N ! I � � � 1 `� I m I I I �y I I co Z: L. - - -- — - �-' - - - - -1 - - - - - - - - - - - - - �- - - - - - - - - - - - - �•- -• -- r - - - r r -� r �- .-. r - r J 40 - - 1 - -- O M r 1 � N {n c T / 1 11 -()I x 41 Ln - - - - - - N I OIL I I 00 ------ D I C k A sa ..q I _ Y i to oe 0 01, I � i .. C~ - - - - -- -. - - - - - I I � I I K17) n I Q �n I � � I I I I I I I 1-:R: i I i7Z I ' ! l N ! I � � � 1 `� I m I I I �y I I co Z: L. - - -- — - �-' - - - - -1 - - - - - - - - - - - - - �- - - - - - - - - - - - - �•- -• -- r - - - r r -� r �- .-. r - r J 40 - - 1 - -- A rl no 5F � P F- TA 5 0 N J --J I i -- -- F I C 1N/ �> ���'�. � l . SECTION R408 V A: r VP� '�. }r M 1� ;► "'`�' ��11� t� L AI UNDER -FLOOR SPACE 8408,3 Access. Access shall be provided to all under -floor spaces. Access openings through the floor shall be a minimum of 18 inches by 24 inches. Openings through a perimeter wall shall be 16 inches by 24 inches. When any portion of the through wall access is below grade, an areaway of not less than 16 inches by 24 inches shall be provided. The bottom of the areaway shall be below the threshold of the access opening. Through wall access openings shall not be located under a door to the residence. 5�� P�TAL FF 6 " x 12" P.F # 2 HPP MI TI. OPN JO 15 1 17 / a PEEP �f,plE 5 210 5PACEn @ 16 "0.C. 6" x 10" Pf, . 4 2 HPP 4" x 4" L9, F , # 2 P05T 1 11 x12 ' P.F.#213EAM 61 0 0 1, i/ ,r- FOUNCATION ANP FLOOP-,,, FI?AMINC-4 PLAN - Al22 SGT GETS_ Fr' E I5T' �.% ��.�t'.,L. 5 LFP�-I? FL,00? FLAMING PLAN -NEW A.221110N FWMM CffY CF TUKVPRA APR 2'1� co z � < CO UN rn < C� � N 7 A 0 3 o Z w C4 8 A � y . o tj O �+ '-3 s cr. go l b 4 O 4 O t v Z 4 63 7 A 0 3 a 8 A � y . o tj y l b a � y o tj y 4 w 4 [ — --- I -_j M 51 ^ i f� F,EAR E-`VELA\TION - NENJGJPnl1"ION IRC 311.5.4 Landings for stairways. There shall be a landing at the top and bottom of each stairway... . The width of each landing shall not be less than the stairway served. Every landing shall have a minimum dimension of 36 inches measured in the direction of travel. 41 3 Z: - C KEW klrlir� w� l L &rO-01 F f s!'GE rv�LAr�oti - I C C 1 �TY APR PE ftrCEMM �61� C� 0 w 4 h • ` 1 w 4 � O 4 w - �7 < CO la M 3 �r " 001*0� V 0 w h • ` 1 w 4 � O la M 3 �r " 001*0� V • la M 3 �r " 001*0� V m 7 a 5 M 3 .. • .. • `` 't r- ` r . - �'. ^�„ : `\ � ► it ' � � - ♦ "" � , � � � , � ., �` 1�r r• r � 1L �r .- � r , • V M r � t PRI I N(,INI t !.'I 1) -11UI I kU »I % 40 :� P r-_ T A I i_ P P ; NL AIE TYP. 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JOIST PERPENDICULAR TO WALL SHE ARIM" BOUNDARY NAMING F LOOR SHEA 1� ,NOISi RIII BOARD - PROIMDE swlt 1 MANGER AT FLOCKING UNI SON A35 CLIP FEU STUDS - 9EMIIEL SCHEMAh BLOCKING • 48' ac- swinON A34 (1 SDI (BJ(G M TOP "IF) JOIST PARALLEL TO WALL 1. A OCKING SFW1 BE AT LEAST AS THKK AS n1I STWS AND INSTALLED AT ALL PAMU EDGES. 2. WERE BOTTOM PEA TE ATTACHMENT SPEC INit S (2) ROWS OF NAILS, PROYIOIE DOUBLE JOIST OR BLOCKING BELOW. FOR (31 ROWS OF NAILS. PROVIDE 3 it r TW SOLID BLOGW BELOW. STAGGER NAILS IN NOW I I1 , C APART MN I M M. J. STUDS RECEIVING EDGE "LING AND BLOCKIP46 WALL BE 3x NOAMNAL OR TWXFR AT MAWS SW2 TO 2 -SW4. 4. NAILS AND S TAPLES Shull COWOR M TO CAW aPORT No. NER 171 AS FOLLOWS: NOTES: 91LARMAL t -^ 801 I OM PLA 11 - — A TTACHMHN 1 R WARD - - — EDGI NAILING - - S IllOS —PLATT f 001R SIA A IPMNG - - MOIST -9FSGN A35 CLIP AS RLQ - D. REF SHEARWALL SCHEDULE. JOIST PERPENDICULAR TO WALL 91EARUALI __ - --- BOIJIDiARY NAiMRG PLATE IN BOARD j fLOOR SNNIATIMIG ( 1 C SST JOIST SUPSO N A35 a BLOG7a1G • 48'ac SEAM L SCEED U STWs �— V ROLOE SI PSON MANGER AT BLOCJONC Fa*vv1CULAR PARALLEL FRAMING DIRECTION CHANGE SHEARWALL SCHEDULE WALL St"TH1NG BUNG. STAPLE ALTERNATE ML SPCG. JOIST W BLKG. BOTTOM PLATE ATTACNKW a� EDGE r nED 12 WIppO 16d • V COWA 5 A9. • 44' MARK I SIDE U.N.0.1 REQ'D. S+:t TO TOP RATT Am • i 250 PLF S—m !/1 RS YES tod COMMON SAM? 111r RS YES 10d COMMON 4' STAOG. 12' A35.12' 1b • 31/2' SM A L • 31" 37S PLF Sa3 //18' RS 'TES 10d COMMON 1 �r ACC, 12' A35 0 r (2) ROES OF 16d 0 5/r A.B. • 24' 400 PLF y //I RS VES 10d COMMON 10d COMMON S1 Af2G. 4' 12' 1?' A35 0 AM • Ir (2 PROMS OF �2) ��� 5/r Aa • It 5/r A.B. • I to 83D PLF 7W PLF 2 711 SDFS S - YES K+ut IXSCRNMOM MALI WE P NAIL AtTERWATT STAPLE ALTERNATE 10d COMMON • 10d COMMON IOd x 7 1/Ir LONG 10d x 2 3/8 LONG .148' dIL x 21/8' LJSNG 12 GA. x 1 5/t LE GS .141r OW x 2 31r LIM - 12 GAL x 1 71EI' LEGS 16d NABS (COMMON or SM 16d x S 1/4 IONIC .14r PIA. x 31/4' LORD N /A - -- 5. 15132 APA RATED SHEATHING (R. 5.) SNAIL hE EXPOSURE 1, SPAN RATING 1410. 6. RESIR" CHANNELS WIC) SHALL NOT BE VSFI; WTVIFE'N SPEWD SH 91ING AND STNS AT SHEARWALLS. 7. REF. ' nP CAL W- ARWALL PLATE ATTACHMEN T FOR ATTAU*fNT TO futt"TIO N. d. ANY WALL MARK MAY BE RERLACED WITH ANY 01W TYPE THAT HAS A hI j#V SHEAR CAPACITY. THE RATE A TTACHMENT MAY REMAIN THE SAME. 9. MEN PANELS ARE APPLED TO EACH SIDE CIF WALL. PANEL JOIMTS SFIALL BE a:FSE T TO FALL ON OrFEMW FRAMING AfAIBEfRS. SIPSON STRONG-TIE CATALOG AW TONAL ■WOMMA11Ol. SILL RATE ANCHOR lMIlplMla 2 SAS IO! BOLTS• REF. StEARVALI SCHEDULE FIELD NALING SIEARLMLL SDIED. � 9,EAR11MMI SHEATIM REF. PLAN TQ of slots R%k TR{'► � F71* SH ATHM 90a WIN -- 1CONIMM.IOUS ALONG FACE of % ARWALL s/ PAW ,owns LAM m c ON STUDS 3 z � CC) �N F • v #• I r k - � C WL it No MAL TYP. SHEARWALL REF. PL M AND S EARWAL SCHEDULE • 9EATHUG (BOTH 0 rn PKMIRE 1REA1EED SILL PLATE 0 (2K FOR WILLS WINED 'M' oe. �r 3 FCI R ■ILLS WARRED 'STS X 3 �, x 74 to - 2 -S>rM) O Z w W � \—W. w PLAN FOR WALL T WK EI1BED V MAEif( Am SWJA WILL EMU FOR ANCHOR O T SK AND SPPZ M: AT BOTM PLATE ATFAC ME 39T CONCF EIE p O 14 4 w 4 h 94 4 A z � CC) �N F • v #• I r k - � C WL it No MAL TYP. SHEARWALL REF. PL M AND S EARWAL SCHEDULE i 1 • USE 51f r OA. AmcHm am I ■/ r uK umm. W ' Cam E 2 EA SILL PLATE ?ELI SHALL HAVE 2 EDITS MBIL LOIC ATE STS A I OF 4' F%1OM MDI 91 >A _ PLATE_ 1. USE IE ■19EJt AT EAQ• R T. DO MOT PLA •1 USE II/ tES' amiu NT. H Ely. SEAR Null #DIRE FOR FASI MNC RREQUIft a 25 AT BEAR AXONS IMRSS EIDTIOI R.AIE A1TACh a 94EJANWAL 90EDW -- - EDP NMi IREEF. 9IEJ1vwu 93E1O 16M • I r o c "r► 9E AMR. #Z M/' �'rFaDK!><II AL MATE — S%GLE SM SWMWAUS / ` WE Al ETRME 21 VlS M` f .Sti: AwT R =iiMLWS SPIND alb !�>E �. Sia sh at Alai a1 t wTTMTB® tit �! ° "i SRib SW4QE SEED SKARWu S f+ y�y' - - a n 4crrY APR It • 9EATHUG (BOTH 0 PKMIRE 1REA1EED SILL PLATE NIIT AND PLATE OISHE R (2K FOR WILLS WINED 'M' oe. �r 3 FCI R ■ILLS WARRED 'STS X 3 �, x 74 to - 2 -S>rM) O Z w � \—W. PLAN FOR WALL T WK EI1BED MAEif( Am SWJA WILL EMU FOR ANCHOR O T SK AND SPPZ M: AT BOTM PLATE ATFAC ME 39T CONCF EIE i 1 • USE 51f r OA. AmcHm am I ■/ r uK umm. W ' Cam E 2 EA SILL PLATE ?ELI SHALL HAVE 2 EDITS MBIL LOIC ATE STS A I OF 4' F%1OM MDI 91 >A _ PLATE_ 1. USE IE ■19EJt AT EAQ• R T. DO MOT PLA •1 USE II/ tES' amiu NT. H Ely. SEAR Null #DIRE FOR FASI MNC RREQUIft a 25 AT BEAR AXONS IMRSS EIDTIOI R.AIE A1TACh a 94EJANWAL 90EDW -- - EDP NMi IREEF. 9IEJ1vwu 93E1O 16M • I r o c "r► 9E AMR. #Z M/' �'rFaDK!><II AL MATE — S%GLE SM SWMWAUS / ` WE Al ETRME 21 VlS M` f .Sti: AwT R =iiMLWS SPIND alb !�>E �. Sia sh at Alai a1 t wTTMTB® tit �! ° "i SRib SW4QE SEED SKARWu S f+ y�y' - - a n 4crrY APR It K • r • K • r 5 3 — PERPEMOK AR HALL FRA MOC (NON- SHEAR) NA[m RFf 21EARIVA1 SCHID. PRESS LIRE TR SILL PLATE 4VI Smosm AT i4� MAING 40 SMFA%VR. SD: r r 51 i L A. ! '.l . ~ �A� ✓ .r V I. . ✓ I ♦ T tDQ I A is 4r4ANWL: AHD r 0 O Z w � p O 4 h 94 4 p 5 3 — PERPEMOK AR HALL FRA MOC (NON- SHEAR) NA[m RFf 21EARIVA1 SCHID. PRESS LIRE TR SILL PLATE 4VI Smosm AT i4� MAING 40 SMFA%VR. SD: r r 51 i L A. ! '.l . ~ �A� ✓ .r V I. . ✓ I ♦ T tDQ I A is 4r4ANWL: AHD r