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Permit D05-182 - SEGALE RESIDENCE - ADDITION AND REROOF
SEGALE RESIDENCE 4421 S 158 ST DOS -182 . .. 4�',._J.v _.. ..� '�+'.... ......n .............. ,.�. . :a,,......r..k..w,.r. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.wkwila.wa.us DEVELOPMENT PERMIT Steven M. Mullet, Mayor Steve Lancaster, Director Parcel No.: 8108600240 Address: 4421 S 158 ST TUKW Suite No: Permit Number Issue Date: Permit Expires On: DOS-182 06/03/2005 11/30/2005 Tenant: Flood Control Zone: N Name: SEGALE RESIDENCE N Start Time: Address: 4421 S 158 ST, TUKWILA WA N Volumes: Cut 0 C.Y. Owner: Landscape Irrigation: N Name: SEGALE MARK A +KERI D Phone: Start Time: Address: 4421 S 158 ST, TUKWILA WA N Contact Person: Sewer Main Extension: N Private: Name: MARK SEGALE Phone: 206 575 -2000 Address: P.O. BOX 88028, TUKWILA WA Street Use: N Contractor: Name: LA PIANTA LLC Phone: 206 -575 -7000 Address: PO BOX 88028, TUKWILA WA Contractor License No: LAPIAL *00838 Expiration Date: 04/01/2006 DESCRIPTION OF WORK: REMODEL BATHROOM AREA (180 SF) - MOVE TOILET, ADD TUB; ADDITION TO NORTH END OF HOUSE (490 SF) - EXTEND TWO BEDROOMS, ADD CLOSET; REROOF ENTIRE HOUSE (REMOVE EXISTING CEDAR SHAKES AND INSTALL COMPOSITION SHINGLES) Value of Construction: $53,207.90 Fees Collected: $1,378.46 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0022 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: .. D0 06-03-200 �..:......•..:..,,,.+..'p., _r,_.:.; a,....�t._,i....�.,.... .:,... % „':.: ... �. Su:.': eairrs •:,i�}.:a >�i�.i:�r'w4uQ•�iSd 5•,u�,. ., ,1' r�+'ind:i;�ti3: r:� �'k.S .,t:Ui -'°. s�.f��ki;,';U�eati� �`nlhafi�i;+AiLi,ri..,tticl. .lf, Z t= Z 0:2 D JV U O to 0 CO W J = H WL W O LLQ C0 D = �w Z �- O Z 2 5 0 O CO 13 H w U_ O w z U= O Z i 3 { j J �WIU1. N y�, q �z N �2 � •y �NJNw NNE City a. Tukwila r� 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.tulnvila.wa.us Steve Lancaster, Director Z Z W' U0 CO (n W ; Wz J � N LL; W 0 : U . N D I C3; �.. W Z� F- 0. Z I— D0 U i0 U' o W W. SU LL 0': tj j Z O Z i City o. 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.tulnvila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -182 06/03/2005 11/30/2005 Permit Center Authorized Signature : Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this pernflt does Mma presume to give authority to violate or cancel the provisions of any other state or local {aws regulating construction the p Ee of work. I am authorized to sign and obtain this developm it. ent erm Signature: Date: d Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Z 4F- Z W W W D JU UQ C O w =` J H CO U- WO } 5 U- Q U) a =W �_ Z �-- w ~ w U� O co =U L O w Z v =. O Z doc: IBC- Permit D05 -182 Printed: 06 -03 -2005 �. City of Tukwila f ete Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 8108600240 Permit Number DOS -182 Address: 4421 S 158 ST TUKW Status: ISSUED Suite U. j No: Applied Date: 05/25/2005 v Tenant: SEGALE RESIDENCE Issue Date: 06/03/2005 v o C O C0 W J = 1: ** *BUILDING DEPARTMENT CONDITIONS * ** I-- N LL WO 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. Q �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). Z H 4:.. All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to z _ 0 start of any construction. These documents shall be maintained and made available until final inspection approval is g w granted. :3 o O N 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall .o H bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site = v LU and available to the building inspector for inspection purposes. i` u' O. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Lu Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. H O H 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any Z requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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. 13: 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. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. doc: Conditions D05 -182 Printed: 06 -03 -2005 ctp. ,eI! ��. �u ,r t„ .: {. :? ii�lUx¢ rf: r: k:Ytii':i�»:oa�+uiF4 "}�4�''' 4J�'c ��,�i.. �i '�' 'Sj.• :: "�".° ;'y:YJ.t%t�5,'1;S4:C:Ciitnl �atx'taiSi� ,,�r ,�lY.�'vt�a .. ..4 'Stti� i City of Tukwila I Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: 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). 16: 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). i i 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits ` presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila I 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. * *continued on next page ** zz S Z. w 2 D U O Co o J � NU W O U-a W �. = CJ �w Z =. z UJI D. U� 'O N � t— =U LL O W z co O z doc: Conditions D05 -182 Printed: 06 -03 -2005 i i Ag Clt Y of Tukwila r9oe 1 i Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 .Z 4 if 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. v. UO N The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws w = regulating construction or t performance of work. CO U- r WO j Signature: Date: U. cn CY Print Name �,1� — F- _ z F- i � o; 1 W~ I D O , O CO: =W LL D lU Z CO. 0- i Z i .. f i tiJ� w as N� t 190E CITY OF TUMIL4" Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 use Building Permit No. " C Mechanical Permit No. Public Works Permit No: Project No 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 ** 0 SITE LOCATION CONTACT-PERSON King Co Assessor's Tax No.: 810860 -0240 Site Address: 4421 So. 158th St., Tukwila 98188 Suite Number: Floor: Tenant Name: n/a Segale Residence New Tenant: ❑ .... Yes []..No Property Owners Name: Mark Segale Mailing Address: PO Bex 88028 Tukwila WA 48138 City State Zip Name: Mark Segale Day Telephone: 206/575 -2000 Mailing Address: PO Box 88028 Tukwila WA 98138 City State Zip E -Mail Address: msegale@segaleproperties.com Fax Number: 206/575 -1837 GENERAL CONTRACTOR INFORMATION (Mechanical Contractor information on back.page) ARCHITECT OF RECORD All.plans must be wet stamped by Architect.of Record Company Name: La Pianta LLC Mailing Address: PO Box 88028 Tukwila WA 98138 City State Zip Contact Person: Steve Nelson Day Telephone: 206/575 -2000 E -Mail Address: snelson@segaleproperties.com Fax Number: 206/575 -1837 Contractor Registration Number: LAPIAL *008J8 Expiration Date: 4/1/06 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Company Name: Lawrence M. Campbell, Architect i Mailing Address: 12611 SE 187th Place Renton WA 98058 City State Zip Contact Person: Lawrence Campbell Day Telephone: 425 /255 -8775 I E -Mail Address: lmcarchitect @comcast.net Fax Number: ENGINEER OF RECORD -= All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: I City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: \permits plus\icc changes \permit application (7.2004) Page 1 5 Z W t 2 WD UO N W = H C0 LL W }}O. �J LL Q N :) = f_ W Z �O. Z�_ W5 v� O N � I— WW LL O W Z U co H� O Z BUILDING PERMIT..INFORMi. :ON -- 206 - 431 -3670 ' Valuation of Project (contractor's bid price): $ 11,700 Existing Building Valuation: $ 207,000 Scope of Work (please provide detailed information): — Remodel bathroom area (180 sf) — move toilet, add tub — Addition to north end of house (490 sf) — extend two bedrooms, add closet — Re —roof entire house (remove existing cedar shakes and install composition shingle Will there be new rack storage? ❑ ..Yes El.. No if "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq R): 36,383 Floor area of principal dwelling: ; 345 houseFloor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes 1 0..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: El.. Sprinklers ❑..Automatic Fire Alarm E3..None El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes g .. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I 1 paper indicating quantities and Material Safety Data Sheets. \pennits pluskicc ehanges\pamit application (7.2004) Page 2 Z ZZ �W aa� JU 0 N o J CO LL WO u- N� 2 �W Z 1 Z O �5 U ON D f- WW H( . ti O •Z W U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type.of Occupancy per IBC I" Floor 3,345 180 490 0 V —B R -3 2 Floor Y Floor Floors thru Basement Accessory Structure* Attached" Garage Detached Garage 1,542 Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq R): 36,383 Floor area of principal dwelling: ; 345 houseFloor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes 1 0..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: El.. Sprinklers ❑..Automatic Fire Alarm E3..None El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes g .. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I 1 paper indicating quantities and Material Safety Data Sheets. \pennits pluskicc ehanges\pamit application (7.2004) Page 2 Z ZZ �W aa� JU 0 N o J CO LL WO u- N� 2 �W Z 1 Z O �5 U ON D f- WW H( . ti O •Z W U= O Z r ^ — ^may �acp MECHANICAL PERMIT INFOkiWATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Five Star Mechanical Mailing Address: 4210 B Street NW, Suite F Auburn WA 98001 City State Zip Contact Person: John E. Ware Day Telephone: 253 /852 -8284 E -Mail Address: johnw @fivestarmech.com Fax Number: 253/852 -8285 Contractor Registration Number: FIVESM *OIOJT Expiration Date: 4/30/06 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" ' Valuation of Project (contractor's bid price): $ 2,500 Scope of Work (please provide detailed information): Add three new diffusers to the new addition area. Extend the existing ducting to the new diffusers. Replace existing bathroom fan and s water heater. Use: Residential: New .... ❑ Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Tvne Electric ..... ❑ Gas .... ® Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Com pressor: Q Furnace <IOOK BTU Air Handling Unit >I0,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>IOOK BTU Evaporator Cooler Diffuser 3 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct 1 Suspended/Wall/Floor Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 1 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 <10,000 CFM I I Equipment duct 3 :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. 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 REA44qqD EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BYItHE LAWS QF E STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Signature: Print N Mark S.egale Mailing PO Box 88021 Date: May 20, 2005 Day Telephone: 2061579- City State Zip Date Application Accepted: Date Application Expires: I Staff Initials: 0:r ! SAS \permits plus\icc changes \permit application (7.2004) Page 4 Z il Z �W QQ� JU UO to CO W W = H CO) LL WO }} �J LLj � = W H Z� H- O. W ~ W U� ON 0H W F- LO Z W U= O Z Cit of Tukwila 1908 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 8108600240 Address: 4421 S 158 ST TUKW Suite No: 1 Applicant: SEGALE RESIDENCE i Permit Number Status: Applied Date: Issue Date: DOS-182 PENDING 05/25/2005 i j Receipt No.: R05 -00761 i. Payment Amount: 1,378.46 s Initials: SKS Payment Date: 05/25/2005 09:25 AM j User ID: 1165 Balance: $0.00 i Payee: MARK SEGALE i TRANSACTION LIST: ,. Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - Payment Check 1407 I -- ------ - - - - -- 1,378.46 ACCOUNT ITEM LIST: . Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - i BUILDING - RES 000/322.100 -- ------ - - - - -- 832.70 PLAN CHECK RES 000/345.830 541.26 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,378.46 3524 05/26' 0710 TUTt•11.. 1569.64 doc: Receipt Printed: 05 -25 -2005 z Z J U: UO w= H C0 LL w O. 95 u- in = F ur Z 1 .. o: z h- U �. O -. 3 1-- W LLI: LL � U— i= � 0 z t INSPECTION RECORD Retain a copy with permit Z) INSPECTION NO. PER 7 N CITY OF TUKWILA BUILDING DIVISION T 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 6)431 -3670 Pro' ct: e (�' evS . Type of Inspection: A / Addr ss: 0 Y - 2 S. is� <7- Date Called- - -dG Special Instructions: Date Wanted: (�a..rry p.m. Requester: Phone No: ao� - �s6 ?�� .Approved per applicable codes. Corrections required prior to approval. I` j t j. f i i i . Receipt No.: Date: Z W W� J U. UO W= C0 U- WO J LL c d = W ?� LIJ Zo W U� O N 0 1-- WW LL 111 Z U= ~O F- Z ?ST?'", INSPECTION RECORD Retain -ax6py with permit INSPECTION NO. PER 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje � Type Insp� U" Address. �j Date C lied: p 1 Special Instructions: Date Wanted: /` — Z�4 Requester: Ph 7 --�? rtie No: 7 / Approved per applicable codes -.off spection, fee must be sechedule reinspection. orrections required prior to approval; ��.. Z = Z �U UO to Q co LLI J � �LL WO LL co :D 2 FW Z F- F- O. Z F- �p W W'. F- FU-- �" O Z W U =, O F-. Z INSPECTION RECORD —j Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)'431 -3 ProLect* Type Inspection: IDate A res talreff 4;- Spetial Ihstructions: Date Wanted: p.m. Requester: Pho N .ne-P o: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ae-Al zaL I c' In ector: Date: q /(5 REINSPECTION Fl� REQUIRED. Pnq/to inspection, fee must be paj 6300 Southcenter Blvd., Suite 100/Call to sechedule reinspection. (Receipt No.: Date: z 5 JU 00 (1)0 W CO) U. W LL C0 I.- W z X, 0. W W 5: 10 CO. 0— W W. X 0 z yj t o L) z 7, .7777 77 7777777 INSPECTION RECORD Retain a copy with permit 1 1 INSPECTION NO. PERM[ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 P Tpxlpa-2p Type of InsDectil M. pproved per applicable codes. Corrections required prior to approval. COMMENTS: CAaAA) — Add Zw Date Called: I \ Spedial Instructions: Date Wante Requester Phone No 19 I Z W �U 00 Cj) 0 W W W S2 LL WO U. N W 1-0. Z F- W W 5 CO. 0— W LL —O Z C0 b F- z - M. pproved per applicable codes. Corrections required prior to approval. COMMENTS: '41 I Z W �U 00 Cj) 0 W W W S2 LL WO U. N W 1-0. Z F- W W 5 CO. 0— W LL —O Z C0 b F- z - PMR7 y 7 7 7" t 7. 7 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P T of Inspection: HA W ,e\ Datd? Called: Sp i al Instructions. Date Wanted: <:I� p.m. Requester: I Phone No 2,V*1 J Approved per applicable codes. Corrections required prior to approval. COMMENTS: is i. MAIIAlt"6N.1 61( F - 71 E $ jj� 00 REINSPE&I FEE REQUIRED.7'rior to inspection, fee must be at 6300 SouthceNer Blvd., Suite 100. Call to secheclute reinspection. 116ce No.: I Date: Z LU JU 0 0 W W x J I.- Cf) LL WO LL Cy W O. W LLJ 5 0 O H WW F_ L 0 Z C0 0 INSPECTION RECORD 1 Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 9je t: AQ I 0 ed: Type sp 2t �C ctio A dres s� Date Called: Special rnstructions: Date Wanted: Q: — M P.M. Requester: Phone No: t. Fl Approved per applicable codes. Corrections required prior to approval. 1 Z UJI 00 CJ) a CO) W W C0 LL W O. 2� 9 LL W O. W F- W UJ 5 U CO), 0 0 F- LLI a M U Ir- H . LL' 0 Z C0 P'M� 0 Z I. INSPECTION RECORD ff Retain a copy with permit INSPECTION NO. PERMIT 1 CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 I Project: , P� I GL Type L In pection: 00 SI'1P i� ���P IV I Address: ` 21 Date Called: V1 I2� 0� Special Instructions: Date Wanted: V 01 ' Requester: �EV I� Phone No: Approved per applicable codes. Corrections required prior to approval. i- J A 0 t4i. E ltil ;2aT� SA94 /4,,Jr ---- �,��9ed✓ rte(. .I d.)i OY 4 � I'll //?,W/ 1 /' -- ono 1 uate:� 5 00 REINSPECTION EE REQUIRE . Prior to inspection, fee must be id at 6300 Southcente Blvd., Sul Call to sechedule reinspection. Receipt No.: I Date: .:. w 4ii�a.'a� "Y9t' u7iD" t�A NF' K `- ', iiE'b'�+'a1''1$:2Z". <�:.�Yi�+ h�S'+51• " +r Z Z �W U 0' CO J E U. w 0 =Cl �w W W U � C0_ E- WW lr- U LL ~O W Z' U= O z INSPECTION RECORD O Retain a copy with permit INSPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)43'1 -3670 P ct: / Type f In spectio : p l/ � A dres ! S a • i Date Called: , ( .-,) 8 � Sp cial Instr tions: Date Wanted: a.m. I� Requester: - f P one Nq: /7 t Approved per applicable codes. Corrections required prior to approval. COMM TS: f j t spect : Dated 8.00 REINSPECTION EE REQUIRED, rior to inspection, fee must be aid at 6300 Southcent r Blvd., Suite 00. Call to sechedule reinspection. ceipt No.: Date: T . } Z Z z W Q � W J U. 0 0) o U) J N U- W O u_ 4. 2 CY �W Z = H H O. Z H U� O C/) 0H WW LL Z U= O Z t INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r Pr ecv. J r G � ' � / Type of In Addres t } � Date Called: 1 �- Special Instructions: Date Wanted: l a.m. Requester: Ph ne Na: �ot� 3 _ 7 . per applicable codes. 0 Corrections required prior to approval uate _ $58.00 REINSI ECTIO FEE REQUIRED. tior to inspection, fee must be paid at 6300 Southce er Blvd., SuiteAO. Call to sechedule reinspection. !ipt No.: Date: i i r z i� �.- z �W JI U UO N o J H S2 LL WO LL N Cy = W ' ZH Z O. W LL I �p U D I— W W Ir- -. LI z L U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -182 DATE: 05 -25 -05 PROJECT NAME: SEGALE RESIDENCE SITE ADDRESS: 4421 SOUTH 158 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTMEN "1 -v5 BuildiMjDiv'�5i"on 7 © Fire Prevention K Planning Division � Public Works DNI�VI���a 5- l(o -v5 Structural El Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 05 -26 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS R UTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 06 -23 -05 Not Approved (attach comments) ❑ DATE: Docuamts/routingslip.doc PERMIT COORD COPY 2.28 -02 z ;r z �w aa JU UO (/)O CO W J = �LL W O LL � = w zM �O. z�- 2� U ON OH W LL' O W z CO O F- z ...,"- � .. ,.'T^!n�lTr' Saw+'•+ ...;�•- »,^•r.- .+..�,�..u.+. a +.r- .+,... .. Public Health, Seattle ar,u King County R t ' Q. umber. - S A ite Design Application Form for Individual On -Site Sewage System (OSS) ON Approximate Site Address: (Submit 5 copies of application with 4 copies of plans) Department se Only ATTACH A DETAILED ROUTE/ DIRECTION MAP FOR LOCATING THE PROPERTY. Name and address of property owner •'� ? ; "; "" ; `' Applicant Street Address I ! " Name City -Zip Code t' „ s Phone a Last First Designer Street Address City -Zip Code Phone THIS IS NOT A PERMIT PROPERTY INFORMATION: Parcel # (APN) (' 'r' c #� `:r: r ,, r `.� Section: N. Subdivision Name: '' r f, r •.; f l Property Size ( the °t. '_ : Sq. ft. Acreage: Distance from property line to nearest sewer: Legal Description Attached ❑ Township: Lot: ( 4 Range: ' Block: Rural Area ❑ Urban Area.O. F Water Supply J (IP) I = Individual Group A Supply ❑ Group B Supply Public Water Supply Name: I r" N _ . t ti k � : n =y � '..: i , ID# L Sensitive Area: h (Y ?N) If yes, specify " (L,W,O) L = Landslide W = Wetlands O = Other SYSTEM INFORMATION: New System " Repair Design U Correction of OSS Failure? L Y ?N Detailed Plans Attached (4 sets) ;/° Y ?N Type of Building 1 I 1'" >: (- SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional Type of System Proposed: 1 — I I I G = Gravity GP = Gravity with pump M = Mound SF = Sand Filter PD = Pressure Distribution HT = Holding Tank CT = Composting Toilet E = Experimental O = Other Dates Soils Logged: I I I' ' ? =1 Soil Logs Data Attached: (Min. 4/lot) Y ?N Depth to Wate or Res Lay -A' { I nches M Sl i n Dra infie l d /Reserve Area % CALCULATIONS: Number of bedrooms: ,.3 Total Gallons /Day (450 minimum): Gal. Soil Texture Type (1A -5) Lai Application Rate: Gal /sq ft/day Total Absorption Area: ( I` 1 (. ,• : 'Sq. ft. Trench Width (en inches Total Drainfield Length: t Ft. Septic Tank Size: �' ' I'• Ir I Gal. Garbage Grinder" Y ?N Pump Chamber Size (if needed) Gal. Trench Depth (min /max): `4 1 inches I understand that failure to comply with the Code of King County Board of Health Title 13 may result in the disapproval of the sewage system being proposed in this application. Non - compliance me also lead to revocation of my Designers Certificate of Competency and/orrapproprlate legal action by the Health Department. f Designers Signature: M ::� K.C. ID# ` ` ��" I Date: FOR HEALTH DEPARTMENT USE ONLY NOTE: SYSTEM MUST BE INS;WT BOUNTY CERTIFIED INSTALLER UNLESS OTHERW{S PROVIDE UKWILA APPROVED (date): ,i.D�'a BY: C MAY 2 b 2005 omments C Pre - construction meeting required between designer, installer, builder prior to permit issuance APPROVAL OF THIS DESIGN APPLICATION IS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPLICATION AND DOES NOT CONSTITUTE PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE. THIS APPROv SHALL NOTBE CONSIDERED AN ASSURANCE, EITHER EXPRESSED OR IMPLIED, THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSUED. THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL APR 1 1 2005 DISAPPROVED (date): BY: S�'�TE r'I See attached Site Deficiency Sheet. n Any person aggrieved by any decision or final order of the Health Officer may file a written application for appeal to Health Officer within 60 calendar days of the date of the above decision. (Title 13, K.C.B.O.H, Chapter 13.12 – Sewage Review Committee). CS 13.15.97 Rev.7/21 /00 ..w l� P l?T1 4 S •• f' pa d' 4^ tP � wtl Re ' +Nr^r " ° J���:..�:.....« , : n .�,.� v`: c+ i:.:'. i. � w" w .:.. -.—. .+....... .....":"u �.'::: d:^'-»=: i'. iLY .:�G:r:_.:.:r:.ui..n�x:.us�rou - __'""__ .... ._.._ . . Z Z �W UO Cl) C3 In w J = I— (D w w L L = f_ W z I— Z0 w w U� ON 0 1.-- WW LL' O w Z U= O Z I C /TY or MAW /Li Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Cent. uilding Division: 206 -431 -3670 Public Works Department: 206 -433 -0179 Planning Division: 206 - 431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: Part'Ai ,To 16e completed by applicant Site Address: 4421S 158TH ST (attach map and legal description showing hydrant location and size of main):. Uwner Information• Agcnt/C6ntact Person: Owner Name: MARK SEGALE Agent/Contact: MARK HANCOCK Owner Address: 4421 S 158TH ST TUKWILA 981188 Agent Address: P.O. BOX 88028 TUKWILA WA 98138 Owner Phone: 206 -575 -2000 Contact Phone: 206- 396 -2023 This certificate is for the purposes of- ['/:] BUILDING PERMIT ❑ COMMERCIAL INDUSTRIAL ❑ REZONE Estimated number of service connection and water meter size(s): 1 Vehicular distance from nearest hydrant to the closest point of structure is 225' Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Cl SHORT SUBDIVISION OTHER REMODEL 3/4" Owner /Agent Signature Date P,ART;B "Tolle completed by wader utility �. t t 1. The proposed project is within 2. d❑ No improvements required. TUKWILA /King (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: Cpl 1 Y U1- TU ILA MAY 2 5 200 PERMIT CEN R 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 3851 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure /fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure /flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. 5. Water Availability: [� Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item B -3 are met. ❑ System is not capable of providing service to this project I hereby certify that the above information is true and rrect. r HIGHLINE WATER DISTRICT / 206 - 824 -037 By Agency /Phone THOMAS KEOWN DISTRICT ENGINEER 5/20/2005 Date Dos Paz SFR ❑ PRELIMINARY PLAT Z Z W. aa� JU UO N W= J � N LL W O �—J u- Q U ry i t✓ F— UJ Z F— O. Z 11— W U� co O— a F—. W W F— H u. O W Z U CO O F " Z '1N311V(1D00 3H130 Jl1l yno 3H1013na S11130IlON.SIHl NVHl NV310 SS31 SI 3INVU:J.SIHl NI 1NEInno0a 3Hl -Al :30110N DA"f Dn o%rF fnr dd94 C IA;Rfh Ct rnl hvrirnnt $H911R Static Fire -Flow Residual Available Flow Available Flow Z W F_ ID Pressure Demand Pressure @Hydrant Pressure (psi) (gpm) (psi) (gpm) (psi) 1 4490 91.77 1,000.00 85.30 3,851.30 20.15 Lea CC >� o cv Z W F_ -n U LJJO N i ¢'i U a 91,06L* dS 0A i 4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR IHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. OL 06 ;'L9 : Ln cn N "� `�.n Wm g. w c IL �p 0) p ,w 0 6 L4 '; p � v , 9 L W : N (A r N CA L _ b'0 b V �► A. . W V62 V92 y .. u' O��s 'lam+ i W `° �� ti cn ZZ, LS cn w w : l W9Z ZZ'Z8 LZ'Z8 a c OLZV 0 N .) a9 s9 s9 ss 0) 91 �� o -V 'o L L co 6Z�969L9 ,1 � � S9 S9 o ' 4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR IHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. OL 06 ;'L9 Ln cn ... 41 v, c IL �p 0) p L4 '; p � v , 9 L W : N (A r L _ b'0 b V62 V92 y .. u' O��s 4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR IHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. cn ... 41 � 9 ZZ' L91 W `° �� ti ZZ, LS cn w l s g5 z a c OLZV 0 N .) a9 s9 s9 ss H l l 91 �� o -V 'o L L -K 6Z�969L9 ,1 � � S9 S9 o ' t co p U ' 9� � 1 -- ��� - M o �'' L t. 0 6 L tf£'96fL9 � ` K1 a , 9299 l o (3) co c~ P co W w p No o 00 0299 l ° ��ss6�L9 6C'6L Z I 0� 6 -0- 6Z99 i a '9L L 299 L y 0 62 0t'�65 9L LC ° = 89'�L ry - 9L'�6 59'OL . 02296 ,CL9 ° o ��9sFLS C 21,991. o SZ99 L w t L9C96CL9 v W W 0) L n m w c�,a `° �, u+ 0) N co °' �' rn. O 1.9S L ° LZ99I. co L+ v 0) C4 � W w ° � . �" f 99C96CL9 009L9£'99 cn �'LZt96fZ9 _ J'09SL °;® w 609S; I °°8zoctw S09S L f pg 6£' b5 6� �8 08 09 62'69 92 o oft 96�L9 Rf"bIZ n i _ ® H19 ` } l - 4l 1 – a "i a5 T' — c � e�crr�– 4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR IHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I i 1 I f � i 1 (8197 DEPARTIVIENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. ## EXP. DATE CC01 LAPIAL *008J8 04/01/2006 EFFECTIVE DATE 04/28/2000 LA PIANTA LLC PO BOX 88028 TUKWILA WA 98138 -2028 CITY OF T MAY. 2 5 2005 PERMIT CENTER DpS -l8Z DRAW IN DEX SHEET NO,ICONTENT I LEGAL DESCRIPTI ❑N SCOPE OF WEIRK. LOT 38A, SUNNYDALE GARDENS ( 1 ) REMODEL EXISTING BATHROOM INCLUDING DIVISION 1. THE ADDITION OF ( 1 > TUB. 2 > INCREASE THE SIZE OF ( Z ) EXISTING TAX LOT I.D. N[]: BEDROOMS & ADD A WALK —IN CLOSET TO 810850 -0240 THE EXISTING MASTER BEDROOM. ADDRESS 3 ) RE —ROOF THE ENTIRE HOUSE. 442"? S0. 1 8th STREET TUKW ?LA, WA 98188 BUILDING AREA: ZONTNG: ZONE CLASSIF"ICATIGN: LDR �liF<Er bMIN YAR'i+ SET P �KS: S11 E YAR ,5, R` AR YARD: 10 ` MAX. BAS= HEIGHT: 2c; MAX- LGT COVERAGE: 3q% C MAX. ALEC�;A >LE -- - 00 SEA. FT. EXISTING RtSIDENCE; NEW ADDITION: T OT AL AREA AFTER NEW ADDITION: L_ ISTING F 'S' T ANDING GARAGE st 5gT %Sl O M. B. -- 67 .47 P.P. 7g• 22 , EXIST'G DOMESTIC WATER LINE 167.4 C.B. j, EL C. POVER LINE b �s � --N or-el I~n be no" to do sm" c 1, . w: thm prw apprw4w of T •:k SuRdin Dki"L. IkVM Rz x% wN requim a nm plan %&r&i &W rv� VK ude addtkmW pion resew tees. 3,345 SO. FT. 490 SO. FT. cu cu 0 0 12" CUL V, INV, 91.84 �9 4$ 100 s F op' !ANCE i AQ °� nvFD L ON 5� 1 k s r CITY OF TUKWLA PEFOOT CEN MR NEAREST EXISTING F.H. Z O co OD — a D p a Q 3 otS J J 3 W � D � O w w � w ac J y Q L Z to cl) W y LLJ N � v v 1 + CD j 0 I CIL QL c O 0. ; 4 i o o ' t M � � CIE 1 Z .lob Num; r 2059 3 �83� SQ. FT. SITE PLAN scale: 1" = 20' PEGISTEIKD x.542 Cp. FT. NO CHANGE ) C sr.a a show wom DUWM DATE 5/22/05 A. M 7 _ .-. _. .._. _..� _.�.. �. .. -... � .�_ - — �.+- ►.�...� _ _ -�•- ...mss. - �..�...� �... - .e � -+.�.. •�.r.r....+.wga �. r.- n�..+- ^w .� gyp-. .� ,. �....r - �+'�"�"w.- _ '.��� �_r - �!�n�•.7�1r.'� 7.�r � 1 NEV as. 1 8' CEDAR ` o f f ROOF O.KI. N d ,� FavND. Ta ri.NSE _- 12' PINE ... 68.60 o moo r NEW ADDITION :rte FWND. TO PROP.LINE D.S. 1 f CONNECT NEW DOWNSPOUTS 4. 1 OR N. TO EXIST'G DRYWELL r f r f aooF °"• i I I � EXISTING r i PINE r P HOUSE f I E EXIST'G SEPTIC TANG : PUMP CHAMBER TO REMAIN 1 I D .S. f 100.9 I ROOF °K 1 I r f 4 1 1 • '� 4 4 °1 4 41 4 aS. f w ri cM 4 f W r 4 I F.F. i y 1 101.4 I f x c7% 12' PINE a j 1 D.s. E� 1 i c Q L 7 _. —_ D.S. METER-- 4 , . f R� O.H. o __ r ----- 1 - 4 ----- 4 4 1 29.50 r RR.4 4 CONTROL, r I r I 4 I _ P 4 I F.F. 100.7 1 4 I ROOF" QH `+ EXISTING r labs GARAGE r ` 1 L 1 - - - -- r - -- _� ROw aK IRRIGATION O BOXES EXIS "G SEWAGE TRA^SPQtT LINE TO TIC DRAINFIELa IRR. SHUT OFF Wr o ----- ------------- ---__, onj 1 / ei ~ A EXIST'G SEPTIC DRAINFIELD s t I • RESERVE AREA REFER TO ATTACKED � SEPTIC DESIGN FOR DETAILS. dM G34 PiP N 88' 35' 34' hI 164.67 � Of Tukwim 8 D ' - ` (W EXIST'G ,DIW SEPTIC SYSTEM AS INSTALL IS APPROVED SY SEATTLE/KDC CoLjwTY HEALTH DEPART"M �s � --N or-el I~n be no" to do sm" c 1, . w: thm prw apprw4w of T •:k SuRdin Dki"L. IkVM Rz x% wN requim a nm plan %&r&i &W rv� VK ude addtkmW pion resew tees. 3,345 SO. FT. 490 SO. FT. cu cu 0 0 12" CUL V, INV, 91.84 �9 4$ 100 s F op' !ANCE i AQ °� nvFD L ON 5� 1 k s r CITY OF TUKWLA PEFOOT CEN MR NEAREST EXISTING F.H. Z O co OD — a D p a Q 3 otS J J 3 W � D � O w w � w ac J y Q L Z to cl) W y LLJ N � v v 1 + CD j 0 I CIL QL c O 0. ; 4 i o o ' t M � � CIE 1 Z .lob Num; r 2059 3 �83� SQ. FT. SITE PLAN scale: 1" = 20' PEGISTEIKD x.542 Cp. FT. NO CHANGE ) C sr.a a show wom DUWM DATE 5/22/05 A. M 7 _ .-. _. .._. _..� _.�.. �. .. -... � .�_ - — �.+- ►.�...� _ _ -�•- ...mss. - �..�...� �... - .e � -+.�.. •�.r.r....+.wga �. r.- n�..+- ^w .� gyp-. .� ,. �....r - �+'�"�"w.- _ '.��� �_r - �!�n�•.7�1r.'� 7.�r � 1 EXIST'G ( NORTH ) 2 x 6 WALL TO BE REMOVED I I � EXIST'G PORTION OF 2 x 6 I NEW PORTION OF 2 x 6 STUD WALL TO REMAIN STUD WALL I � 1 I 0 SIMPSON' LSTA36 STRAP THE ( 36' LONG ) • ( 3 ) LOCATIONS • 60TH EAST t WEST EXTERIOR WALLS. CENTER STRAP LENGTH EQUALLY EACH DIRECTION PLYWOOD SHEATHING - 1 - 6 11 - 6 * FROY JOINT BETWEE NEW A EXIST'G CONSTRUCTION LOCATE STRAPS • TOP PLATE. RIM JOIST. A VERTICALLY EXT. FACE OF FOUND. WALL 3' AS CLOSE AS POSSI$U TO CENTER OF WALL. O EAST do WEST ELEVATIONS ( 6 EA. LOCATIONS ). REFER TO PARTIAL EAST & WEST EXTERIOR ELEVATIONS ON SHEET A -6 FOR LOCATIONS. EXIST'G CONSTRUCTION NEW CONSTRUCTION JOINT 6ETWEEN NEW A EXIST'G CONSTRUCTION, EXTERIOR WALL JOINT DETAIL Scale.-* = 1 9 u4mmm� 0 to kD NOTES: ALL NAILS USED TO SECURE PRESSURE TREATED MOOD MEMBERS SHALL BE GALVANIZED OR STAINLESS STEEL. WERE THE SyMWX ABOVE IS I KKATE D ON THE FOUNDATION PLAw IT 64DNCATES THE LOCATKM OF STRAP TIE HoLDowws. FOR RIM JOIST APPLICAU NS USE "SHWSM STHD FOR NOM -8111/ JOIS APPLICATIONS uSE • SjMPS0104 • S THE 14 14' x 7' SCRE ENED FOUND. VENTS BRIDGING OR SOLID BLOCKING a MID -SPAN OF 8 FT LENGTH SECTION OF FLUOR JOIST SPANS. Co 9 OD t` I 1 OD �O 9 ,_ 9 . EXISTING RESIDENCE TO REMAIN EXISTING FOUNDATION 9' -9' i 10 i EXIST I G. CRAWL I SPACE i I I — EXIST'G 6 x 8 BEAM (TYP) I I I i EXIST'G 18" x 18" x 8" 18" x 18" x 6" CONC. FTG. CONC. FOOTINGS (TYP) W/ ( 3) # RE -BAR EA. WAY { S } LOCATIONS. I I EXIST'G 4 x 6 POSTS (TYP f INCREASE WIDTH OF CON'T. FT'G. BY 6" 0 ( 2 ) LOCATIONS W/ ( 3 ) #4 RE -BAR O RKWT ANGLE EXIST'G W x 6" TO CON'T. FOOTING O ( 1 ) ADDITIONAL CONT. FT (TYP) --� #4 RE -BAR PARALLEL TO CON'T. FT'G. u HD HD J VENT VENT w f JOIST DIRECTION I 5 o• V O x N! N J Os cu D I i o O U --mac x V! cv o a E % Q 00 D ELD VERIFY ALIGNMENT rOVE J m 0 v O i o OF GIRDER TRUSS ALIGNS x a 1 10` NEW ADDITION JOIST DIRECTION IA' A -5 r_ 0 oc O ii m 0 3' -9' - f - `J �-�-- 6 x 10 BEAM Z O °D Go Tm Go od H O p a Q 3 J 3 W � O � O w W � W J u Q ,c men# CID Z r W D O _ CO) Cl) r W N � v v' o ml >� I a' a. I f 1 I T L — J D ELD VERIFY ALIGNMENT rOVE 6 x 10 BEAM & WALL 0 v SO THAT THE EXIST'G i o OF GIRDER TRUSS ALIGNS x a DIRECTLY ON CENTER [IF 0 LA 40 N 7 r BOTH THE NEW STUD WALL I a6x10BEAM I JOIST DIRECTION T7 _ Co I OD Z - 0 rh � a% Q W 2 I v 44 %D +i t G zo 6' 30' EXISTING FOUNDATION 14% 2' BRIDGING OR SOLID BLOCKING a MID -SPAN OF OF 8 FT. ° ' LENGTH SECTION OF FLOOR ,JOIST SPANS, a x f + I � t V 10 _ I NEW ADDITION FOUNDATION & FLOOR FRAMING PLAN N-� ¢ +�� MY OF T KW, LA 0 Job Numbw PCEEFOAT OF-N7E:Ft 2059 �.r,( �• V j5�0 '. • �1 S tE . » > » ARCMI I S c al e. * — . l•�•l++ct w C ST�it ar wAspeam DRI Vn"G DATE 5/22/05 0 SAME 111tow A .. 2 of 7 • � � � _ _ � .� - ..per. . �..�.... _ ..�.. �. _ .... � _ _.. _ -.►-_ _.... _... a a- ..•...�.�.�•• �► �a --"-�. -.a ... r _ ,�..�,_ -- �. ..- .-._. t .�.....�� . rte.. .�+.w. lam. .� -. .. t . ..aw- ,^+"��► .r- �.�.�. +..-- .r-.a .+w. �� _ �-, Mme' - "�� a+. �.rr ow I� ' Z FLOOR O o F- Go W 0 o Q 3 0 u LXI51ING RLSIULNGL IV REMAIN WALL LEGEND C==== _________J NEW EXTERIOR STUD WALLS EXISTING EXTERIOR STUD WALLS TO REMAIN EXISTING INTERIOR STUD WALLS TO REMAIN EXISTING STUD WALLS TO BE REMOVED NEW INTERIOR STUD WALLS ROOM LEGEND EXERCISE NEW ROOM OR REMODELED EXIST'G. ROOM LIVING EXISTING ROOM TO REMAIN UN CHANGED SMOKE ALARMS: ( aka SMOKE DETECTORS ) t on o 1 REQUIRED SMOKE ALARMS SHALL 'RECEIVE THEIR PRI MARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE LAND SHALL BE EQUIPPED WITH A BATTERY BACKUP POWER SOURCE. THE ALARM HA BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION DEVICES SHALL OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. ..— REFER TO I.R.C. SECTION R313 FOR INSTALLATION REQUIREMENTS, do TO FLOOR PLAN ABOVE FOR LOCATION OF BOTH NEW do EXISTING SMOKE ALARMS DESIGNATED BY SY SO ALL TRIM, FINH, COLOR. ETC. TO MATCH LIKE EXISTING EXISTING IS MATERIALS. FLOOR PLAN Scale: 1/4 1919 = 1 19 — 0 99 z 0 p 0 0 Q W z REC NEO Ct'Y OF TUKWji_A N� OMWM DATE 5/22/05 w 06 J J Y W � D � O w w a: w Cr. J � �'— ao Z W p O V) T UJ N 0 .tl CD > i 0 L . CL ox , + t i I i ± i M , � ! I i I ! I O � , 2 Job Numb•r .2059 rem REGIS TE ^RC �•rece K � ST.IT CF V^SM916TW i Sh*W Num*w 1 A�3 01 7 Y ..-.f tiles... �� .Y a.r . �. ��' a � _ .� ..... .�- .. - � a 1•.� �.. '� 1.�. � � . � ��.�.�► �� - <. - � ^�l�.Y�/► _ �-.1 ��� 1�1 /. .A�w. 1a - PRE - MANUFACTURED ROOF VENTILATO UNITS RV40 ROOF VENT = 40 SO. INCHES NET VENTILATION AREA PRIOR TO FABRICATION OR INSTALLATIOI ALL DRAWINGS SHALL BE .STAIWED L CERTIFIED B A STRUCTURAL E NG INEER L:CEKSED TO PRAC IN THE STATE OF VASH T ONe (TYPICAL FOR AL REOF ; RVS a 'HIS PRO E: T ). SECL RE ALL ROICIF TRVSSES TO TOO' PLATE vi 'SIMPSHIN H!' Hl MICAIE TIE UNLESS S- °ECIF!ED UTHERbISE BY STRLCTLWAL ENGINEER iE NMG RCIOF TWtr4 NEW ADDITION SOME AREAS OF EXISTING RO]F STRUCTURE SHALL REQUIRE TEMPORARY SUPPORT UNTIL NE HEADERS L GIRDER T RUSSES ARE IN PLA 8 BO NEW & EXISTING R OOF STRUCTURE ARE SECURED IN FINAL POSITION IRE04WV% CE DAR SHAPL E Rim MG L 11► 4 OPEN SHEAT (7vEP EN i !RE EXISTING & NEV RM AkD REPLACE VIlH CaWC S i T ION SHINGLES iit'E R 3DO bL D G FELT OVER 'I /2' MIN, C D 1 PL I - WMD RM SHE A THING t Ile CCX LPL V W M D S H T G e SUIT I T AREA we 35- YEAR WK SHBIGLE RA T DNG ROOF FRAMING PLAN OVER NEW CONSTRUCTION UPPER ROOF VENTILATION OVER ADDED AREA = 490 SO. FT. OR 70,560 % INCHES 70,560 / 300 = 235 SO. INCHES NET VENT AREA REQUIRED 235 / 40 SO. IN. PER VENT = 6 EQUIVALENT RV40 UNITS REQUIRED TOTAL 6 12 = 3 RV40 UNITS REQUIRED IN THE UPPER PORTION OF THE AREA TO BE VENTILATED TOTAL. BLOCKING VENTS = 69 LIN. FT. Q 1.75 SQ. IN. PER LIN FT. = 120 SQ. IN VENT AREA TOTAL NET VENT AREA = 120 + 120 = 240 S0. IN AREA TOTAL NET VENT AREA REQUIRED = 235 SQ IN AREA V/ 117.5 SO. IN. NIK ! EA. OF UPPER R SOFFIT ILOCLING VENT AREAS ff THE ATTIC SPACE. NOTE: REFER TO NOTE ON SHEET A -2 FOR PLACEMENT OF NEW STUD WALL IN RELATIONSHIP W/ EXIST'G ROOF GIRDER TRUSS, do NEW SUPPORT BEAM BELOW WALL. EXISTING CONT. EXISTING RESIDENCE TO REMAIN 10' NEW ADDITION is'-2• PAS EAVE I /—CONT. GUTTER EAVE LEGEND - �I � I ------------------------- - - - - -_ ----------- -z -------- --- w - -= ______= __ = .r - -- -------- - --- -- -- . :' : : :.� j _ .. .. . .............' _ _ ..:.:.'....'...:.: .....__..... . _ -- - -- - --s - \ _ _ _ _ -- ! ! - - -- - - - -- -- -- r - =- - -- -= z-- .. - - -- -T -__- W ................. ... ...- ............... .... \ , . . . ' . .'..•.' .. .... _ ...... .. . ..'.'.. . . :: .: : \ I - EAVE .... . . : .. :: :: • _..._..... . '. -. '. ... . . _ . ... .. .. . . ...... . COW. o CO_ GUTTER EAVE v EAVE ... .. ... . .......... ....... _ .. I ..... ...... ........ . �1 - ....... I ... • . ....... •....... . .................. ... ............ II . .... 1 II .'.' ........ ........ . ... .. .......... .... . 1 I ... ..... .. .. --- - _ - - ' �- �T- -r -�.� r - -- -- _ ---- r_• -___Z II 1 f II ` \ W I I • ... ..RAKE ....J 1 ~` RAKE I It .............. I \ II 1 - ...__. -.. ... . ......... . ... .. I j ........:.......... -_- .. .... N ' y4o 11 -- -- ------------------ -- , .----- n ----- - - - - -- `--- -��- -- - �------ - - - - -- - II .... 1 i I II 41 ............. - ;T•- ---- -� ..•..•. ...•.•.•.... •......•... I it REMOVE CEDAR SHAKE ROOFING L 1 x 4 OPEN II I I I ( II SHEATHING OVER ENTIRE EXISTING & NEW ROOF II I 1 I II AND REPLACE WITH II I 1 II COMPOSITION SHINGLES OVER 30# BLDG. FELT OVER 11 I J I II 112' MIN. CDX PLYWOOD ROOF SHEATHING < 112' CCX I ' I r .. II PLYWOOD SHT'G C SOFFIT AREA I I 1 I 11 < 35 -YEAR MIN. SHINGLE RATING) II I I I II II I I ...... .............I W II l . I CK II r' - = = - �__� I j I r j I f -F-p I. '.y 1 I II 1 I I 2 RV40 RO 1 I... .. I JACK UNITS I. 1 1 I............ i II I F ..':'. '.' RIDGE .'..... i ........RIDGE I n f I 7 C] I I L---- - - - - -- - - - -i I 1 1 I _ - II I \ II I I I \ I r • I - - - - -- fi- - - --i] I I W I ' 1 I I I \ RV40 R 1 I ....... j" UNIT ! I I I 11 II ........' II II \ 11 - . i f t I ............. I .... .. � - 7- I ..: • . .:. .' _ .:. :'.' :' : :: _ : :' :' :' : :': : ": :'.': :.. : ": :' L- -------- - - - - -J I it I 1 1 . ... It .. ... ... . . . . . .•.. .- -- -• - - -• 1I 11 1 tl .. .... _ ........ ..... I . _ ..... 1 ... .. 1 11 -------------------- -- - - - - - - - - �__ 10' NEW .A8WION NEW & EXISTING STUD WALLS BELOW ROOF STRUCTURE -!;- •� ate• IL EXISTING ROOF STRUCTURE COMPONENTS TO BE MODIFIED OR REMOVED , � 4T- INDICATES DIRECTION OF DOWNWARD ROOF SLOPE C'^,, ; r PARTIAL ROOF PLAN OVER NEW CONSTRUCTION Show Scale: 1 /4" = 1' -0 D"%MNG " N-� DATE 5/22/05 I q -4 I a 7 W W W Z U O o a W z is IN W t W RECErvED OiYOF riKW�� PERL6 �. ER Z O o _ w D D a 00 Q 3 w 0 c�tS J J Y W � 0 ~ W W J cr) memo co Q ,c Z T W p o — v) cl) - W � qqt O i • O ! O i i i C O a i i u w • • C ; C i O , a ' O ' z Job Numb*r 2059 1886 y REGISTERED T ARC �e I .,1 j ir . Ct , ST'Aft or NEW ROOF STRUCTURE WHERE REQUIRED 10 I' PRE--ENGINEERED ROOF TRUSSES. PROVIDE SHOP DRAWINGS AS REQUIRED FOR BUILDING DEPARTMENT APPROVAL PRIOR TO FABRICATION OR INSTALLATION. ALL DRAWINGS SHALL BE STAMPED L CERTIFIED BY A STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF WASHINGTON. (TYPICAL FOR ALL ROOF TRUSSES ON THIS PROJECT ). SECURE ALL ROOF TRUSSES TO TOP PLATE W/ 'SIMPSON H1' HURRICANE TIE UNLESS SPECIFIED OTHERWISE BY STRUCTURAL ENGINEER DESIGNING ROOF TRUSSES. REMOVE CEDAR SHAKE ROOFING & 1 x 4 OPEN SHEATHING OVER ENTIRE EXISTING & NEW ROOF AND REPLACE WITH: COMPOSITION SHINGLES OVER 30# BLD'G, FELT OVER 112" MIN. CDX PLYWOOD ROOF SHEATHING ( 112" CCX PLYWOOD SHT'G i@ SOFFIT AREA ) C 35 -YEAR MIN• SHINGLE RATING > ,t u BDT. OF FO1OTIHG MM BELOW FIN, 12 VERIFY EXIST'G SLOPE 5 ATTIf TNCiu ATTnu mArn c unrce ATTIC INSULATION BAFFLE SHALL EXTEND FROM THE EXTERIOR WALL TO A POINT 6' VERTICALLY ABOVE THE HEIGHT OF NON — COMPRESSED INSULATION, OR 12' VERTICALLY ABOVE LOOSE FILL INSULATION PER WSEC SEC. 502.1.4.5. ATTIC INSULATION BAFFLE — REFER TO ATTIC INSULATION NOTE ABOVE & I.B.C. SECTION 1203.2. MIN. 1' CLEAR ABOVE INSUL. 2 x SOLID BLOCKING W/ SCREENED VENTS PER NOTE ON ROOF PLAN SHEET A -4. TOP OF DBL. 2 x 6 _z— TOP PLATE SCA 3/4" _00 . I REFER TO SHEET A -6 FOR TRUSS CONNECTION & BLOCKING /VENT DETAILS •0 TOP OF NEW DBL. 2x6 TOP PLATE TO MATCH TOP PLATE HEIGHT OF EXIST'G CONSTRUCTION 2 x 6 FASCIA REFER TO SHEET A -6 FOR TRUSS CONNECTION L BLOICKING/VENT DETAILS 7 RFVrEWED FOB ' CC CE COMPLIANCE t on r ON Of Tukwila BU ILDING [ VISION TOP OF DBL. 3/4' PLYW'D SUB —FLOOR 1/4' x 3' x 3' PLATE WASHER BETWEEN THE FOUNDATION SILL PLATE L NUT. 1/2' ANCHOR BOLT— SPACED - PER NOTES ON SHEET A -9 f—BACKFILL A. -,o- FIN. GRADE t" BOT. OF FOOTING W MIN_ BELOW FIN. GRADE No t"'�" OQ NE L, rc. -IN E #�[41m S � �ilc TJ SAi.:��aRR 1► I [_ Sc� tor.+�rr.�yus L.: Tp E1cCI LCt'�a �c C:tA, -o # T s-ws NOT EX T I NS C0NSTRUCTION E NEW CONSTRUCTION Lxls f ING DIMENSIUMS ARE FIELD MEASUPED L HAVE A M01RGtN IF ERROR OF APPROX. 1 ALL MEASUREWN T S NEED TO BE VEQIFIED PRIOP TO V'ABRICATMN OF ANY L ALL BUILDINiG COMPOWNTS TO BE MANUFACTURED OFF -SITE, AND IRCL04T TO TLC SITE FOR FIIMAL ERECTMN AND/W INS TALLAT MN '*. ALL Trej - P. rP4SM. COLON. ETC TO NMTCM NIKE EXISTING N ATERIALS ALA NAIL vSE D T SE C URE PRESSURE TPEA TEL WMD W*gRS SMALL BE GALv MHZE D OR S TAM.ESS STEEL T O SHEET A -9 FM ; R•MWMG L SNEATHINr' M LIMfs SCWM LES (>"y OF TJKW`, LA PE!' W CENTER LJ H D D a J W D O nr__ w H Z w 0 (1) w Q i r v 0 m CL MIN •• •• • N M` w J Y H F W W Ix CD I0 6 CO) T N d' f f f I i i I i o i i c o i cc a 2 Job NwnbK 2059 1886 � REGISTERED ~ T L..•li"« R cm STATE or wmmer6m DRAWING DATE 5/22/05 A -5 a 7 0 TOP OF DBL. 3/4' PLYW'D SUB —FLO1 R` 1/4' x 3' x 3' PLATE WASHER BETWEEN THE FOUNDATION SILL PLATE L NUT. ow -+.• .�...�..... -.- -"� -- �•► -•�- ..�... - , -..... - ..+- .w�. -� -..�- �.-.�v may.,_ c Y � LINE OF NEW ROOF STRUCTURE S 12 �- VERIFY EXIST'G SLOPE CONT. GUTTER I NEW 6 x 3' I DOUBLE VENT I _- SILL UP 44" I - co LINE OF NEW ROOF PEAK BEYOND I LINE OF EXIST'G ROOF — I I I EXIST'G 8� x 3� 2 x 8 FASCIA DOUBLE VENT ESCAPE WINDOW CONT. GUTTER SILL UP 44" REMOVE CEDAR SHAKE ROOFING & I x 4 OPEN SHEATHING OVER ENTIRE EXISTING & NEW ROOF AND REPLACE till TFh COMPOSITION SHINGLES OVER 3011 BLDG. FELT OVER 112' MIN. CDX PLYWOOD ROOF SHEATHING ( 112' CCX PLYWOOD SHT'G @ S[IFFIT AREA ) ( 35-YEAR MIN. SHINGLE RATING EXIST'G ROOF TOP OF NEW DBL 2 x 6 TOP PLATE TO MATCH TOP PLATE HEIGHT OF EXIST'G CONSTRUCTION W I - t_ -� _ BEVELED CEDAR SIDING > MATCH I _ �� - - -- MATCH EXIST'G EXPOSURE EXIST'G TRIM - - --_ - -- _ - - -- -- - - -___ MIN. TOP OF DBL. 3/4" PLYW'D SUB -FLOOR I - - - -- - - - L,---------------------- r l --- --------- - - - - -` — ----------- - -- - - - - - -- __ ---- - - - - - - - - -- - - - -- - -- - - - -- -- ------------- _— _— __ - -__ - - - - -- --------------- - - - - --- -------- - - - - -- -- ------------ - - - - -- -- FIN. GRADE REFER TO EXTERIOR WALL JOINT DETAIL ON SHEET A -2 10' y % 6G BELOW FIN. GRADE ( ALIGN W/ SOT. OF EXIST'G FTC. ) NEW ADDITION REFER TO SHEET A -9 FOR FRAMING do SHEATHING NAILING SCHEDULES rAKIIAL VVL�I t REFER TO SHEET A -9 FOR FRAMING & SHEATHING NAILING SCHEDULES LINE OF NEW ROOF STRUCTURE REMOVE CEDAR SHAKE ROOFING E 1 x 4 OPEN SHEATHING OVER ENTIRE EXISTING & NEW ROOF AND REPLACE WITHi COMPOSITION SHINGLES OVER 30# BLDG. FELT OVER 112' MIN. CDX PLYWOOD ROOF SHEATHING ( 112' CCX PLYWOOD SHT'G E SOFFIT AREA ) ( 35 -YEAR MIN. SHINGLE RATING )---7, ATTIC INSULATION BAFFLE NOTE 2 ATTIC INSULATION BAFFLE SHALL EXTEND FROM THE EXTERIOR WALL TO A POINT 6' VERTICALLY ABOVE THE HEIGHT OF NON - VERIFY EXIST'G SLOPE 5 COMPRESSED INSULATION, OR 12' VERTICALLY ABOVE LOOSE FILL INSULATION PER WSEC SEC. 502.1.4.5. ATTIC INSULATION BAFFLE -- REFER TO ATTIC INSULATION NOTE ABOVE & I.B.C. SECTION 1203.2 MIN. V CLEAR ABOVE INSUL. 2 x SOLID BLOCKING W/ SCREENED VENTS PER NOTE ON ROOF PLAN SHEET A - 4. TOP OF NEW DBL. 2 x 6 TOP PLATE TO MATCH TOP PLATE HEIGHT OF EXIST'G CONSTRUCTION DBL. 2 x 6 TOP PLATE 1 x 2 TRIM 5/8' GYP. WALLBOARD ( TYP ) CON'T. \_W TTER 2 x 8 FASCIA BLOCKING/VENT Cd TRUSS CONNECTION DETAIL Scale.* 3/4" = 1' -0" I � I 2 x 8 FASCIA ----- ___--- - --- -- ----------------- 1 LINE OF 12 - - -- - -- 4' EXIST'G ROOF S r- VERIFY EXIST'G SLOPE 12 TOP OF NEW DBL. 2 x 6 5 (� TOP PLATE TO MATCH I TOP PLATE HEIGHT Of VERIFY EXIST'G SLOPE EXIST'G CONSTRUCTION CONT. GUTTER I I RELOCATED I EXIST'G 8 x 3 � DOUBLE VENT I Hi &-6 rld -450W ho►issnt�A- PARTIAL EAST ELEVATION zx hiott, h btWm REFER TO SHEET A -9 FOR FRAMING do SHEATHING NAILING SCHEDULES BEVELED CEDAR SIDING LINE OF NEW ROOF STRUCTURE SHING CONT. i u s 15. f PRE - ENGINEERED ROOF TRUSSES. PROVIDE SHOP DRAWINGS AS REQUIRED FOR BUILDING DEPARTMENT APPROVAL PRIOR TO FABRICATION OR INSTALLATION. ALL DRAWINGS SHALL BE STAMPED L CERTIFIED BY A STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF BEVELED CEDAR SIDING WASHINGTON. (TYPICAL FOR ALL ROOF TRUSSES ON / —MATCH EXIST'G EXPOSURE THIS PROJECT ). 12 SECURE ALL ROOF TRUSSES TO TOP 1 S PLATE W/ "SIMPSON H1' HURRICANE TIE I UNLESS SPECIFIED OTHERWISE BY STRUCTURAL VERIFY EXIST'G SLOPE ENGINEER DESIGNING ROOF TRUSSES. 2 x 8 FASCIA TOP OF NEW DBL 2 x 6 TOP PLATE TO MATCH TOP PLATE HEIGHT OF EXIST'G CONSTRUCTION CONT. GUTTER I I 2 x 8 FASCIA i "'~ I RELOCATED I EXIST'G 8' x 3' I DOUBLE VENT I BEVELED CEDAR SIDING > I MATCH EXIST'G EXPOSURE TOP OF DBL. 3/4" I PLYW'D SUB -FLOOR MATCH TOP OF DBL. 3/4" T MT'G P LYW'D SUB -FLOOR FIN. GRADE _ I - I - - -- - - - -- - - -- --- - - - - -- - - - -- - - -- - - - - -- - - -- - -- ------ - - - - -- I N / GRADE C1811 EEL60W ING MIN. - - - - - - - - - - RADE ALIGN EXIST'G FTG. ) BEVELED CEDAR SIDING _ - - MATCH EXIST'G EXPOSURE 12 12 5 F VERIFY EXIST G SLOPE - -Zia. - - � VERIFY EXIST'G SLOPE 2 x a FASCIA 2 x 8 FASCIA - _ - - --- - - -- EXIST'G 8` x 3` FLASHING EXIST'G 8 x 3 DOUBLE VENT LINE OF ESCAPE WINDOW CONT. GUTTER DOUBLE VENT �.�.1 1XIST'G ROOF " ESCAPE WINDOW SILL UP 44 --- - SILL UP 44" 1K v �— 1 _ _ - MATCH I -- - - — -- _ — -- — -- _ EXIST'G TRIM - - V RAP] 2' - 6 VERIFY I I I 1 I MATCH I EXIST'G TRIM 1 t - CONT. GUTTER L ae W I - -- - -- -- - -- -- - - - -- - - -- -- - - FIN GRADE - - ---- ----- L- i_____-----__----`-------------------------------------- - - - - -- - - - - -XST - - - --ri - - - --------------------------------------- --- - ----- - -- - - - - -L- REFER WALL JOINT DETAIL -2 30' MIN -0 EXISTING CONSTRUCTION NEW ADDITION REFER TO SHEET A -9 FOR GENERAL & STRUCTURAL NOTES, GENERAL CODE REQUIREMENTS & NAILING SCHEDULES. 4 5' HM ADDITION 12 VERIFY EXIST'Ci SLOPE 5 2 x SOLID BLOCKING W/ SCREENED VENTS NOT SHLIVN FOR CLARIT 41 SIMPS13N' kI SE IS - TOP OF NEW DBL. 2 x 6 HL&RIC:-0E ez E EAZAH Fes' T��SS 70 70P TOP PLATE TO MATCH PLATE . LDWEC i IOM TOP PLATE HE ;GHT OF EXIST'G CONSTRUCTION 7 Fit. c � : � �' -- • T ., *.. � � ., FiKiS1'+ MATER.ALS OCT S>�' % F CLARITY UTTER 2 . 8 F A►SC i TRUSS TOP PLATE CONNECTION DETAIL Scale: 3/4" = V-0 " - ALL TRIM, FINISH, COLOR, ETC. TO MATCH c x s S UKE EXISTING MATERIALS. ''� � c r T i►Xs IN iMEKs t7k S ARE FIELD � �►SL>i'E 1� i HA VE A ►4arR'(' IN RE �I ARC yI T£�T i RRtp 01 APt`77OX 1/ ALL HE AStirE tE�1T S r� E C � FIELD VERIFY CONDITIONS AFTER EXISTING C Off' a C T ICD: IS E xF'U'SE D TO vlE tir - (/ TC EE `. E�•iFIEi� �iOR . !J F¢dRti A►TiON OF AJiiT t AL FIELD NDT iF1' ARCH ITECT OF ANY �DTFiCA►TIOIN_ S . QLE TTON _ N , it 11Wj C GW13W N T S T O BE MAMA -F' AC T I VE B OFF -SITE . c 4E 0, ! ^ T 0 MAKE NEV NE `r C T MATCH W / EXIST !Nr CONS T RIX T ION W/ RE SK C T T--_l APPPE &RAW E . & S T PUC T ! PAL V L •.•once K C ^kD 96 L04T TG T!E SITE FOR FP6%- ERECTHIN AEID /017 I t. ARCHITECT SHALL MAK SAID NDDTFiCAT:0NS TO ASSLW THAT THE ST. CF ./ TM WSTAB.LA►TWh ' NE >L EXIS CD�tSTRUCTtit BLEND TOGETmER BOTH IN APKARAWE L Pi S RUCT a PAL IMTEGIRITY. Sit-Lam "'HE NE W FMT VAGsS & FOLIMPA T I N S TEN WALLS TO TTE ALL NAILS USED TO SECURE F'RE SSURE TRE ATED wMM ERISTING AS FUL.LM& IE"VIERS SQL BE GALVA042ED OR Slr^P#LESS STEEL. DR IL L S/tr DiA HM E S A1i+PPM 4 0 KE INT BATH THE EXIST - G IFMTTWAS, d S WALL a T HE P'JSI1 OF THE c 2 ') EXTERM F OU T ILK, WS & !W HDRI ZON TAL TOP RE IW BAR. SET IN E -G � : �. "SOPSW LSUX S W 11[ ( 3r L•MC 1 Shoo Nkm COr' V/ fvpCn • t 3 1 LMANWO • IIII)VA EW s rrgSl "WOW ADJ4S s Ht "T OF THESE WS WHERE THEY MEE THE E N tS T "G WAILL& Comm S1fMr LACTIC EQNNL,LT IEACM maxim I C a'IC W TE SO THAT A►BE Q M T E CM ER IS MA11417A111E D 6 THE HOLES FMN J UM K TNEX]• We s Eop1C CM BE ■RILLEO %PITHo1UT SPAILLIING OR MREARM THE EXISTWI lvCAN STws • w. RATE. s,r JT. A '•011111CALT pRA1N'lt�G SATE S/22/05 .. E TIE AS CLOW AS POS MU TO C� W .,u, f s " ummwma > - Now w vc»EIIII,It ,r.Li J,T� 6 sow " sm A Of 7 , NORTH ELEVATION REFER TO SHEET A-9 FOR FRAMING & SHEATHING NAIUNG SCHEDULES EXTERIOR ELEVATIONS Scale: 1 /4" = 1' -0" - _`�_ - — #10, (0 ft • DOT. OF FOOTING YIN. BELOW FIN. GRADE ALIGN 1111/ BOT. OF EXIST'G FTG. ) c i oN 0 OF TU� ,Ls P O MT CE94TEP A 4D •• •• D D a Q 3 OLS J J 3 W � 00 O w W � W a: J u Q L Z to W 0 C0 0 y r W N � v e� o� o . >; CL � � I I 1 I I t } ! 1 f t I I I I o i a � v w. C I I � s Z I Jb Humber 2059 L o m- 9 NOTES: — : M.� - ... .. r �..- ..•+.�y'�.._._...�� —..r fie►_... _ -.... �. - a... .. _ w ...�.� —.. w � �V�•..� �r-�+�.. _ .�"" w » • ' • - • .? .. 01 00 SO /ZZ /S 31110 `JNUTAWW 3213HIM sivoddnS 1111 l 8 3IM33 NO S3H3N1 9 MMI 30011 ION IV 03 Z1rds M T"S S1111N ( ) qpr alos a«o sari 390ro, AS a31�1oddns 'H101M N#AM3 b313MVW NO HONI -91 nn11mmn 11 3AVH ONV 32IIM 30VO 9t 321x► S31dVIS 'SS31 00 H3NI ZV t'0 JO S8313MV10 J ' 38 TTOG ims am wou 'S3M!IL !0011 IM 30" i0 SU011 3M I V 1130X3 ova* 1011 1 W16 SK3�131 SWIM *41 01 S3=1 TWVd JI�#lr3M o Ij •f' ' '�`.. �..•� L X1001.! 00 .1000 JO 911x3010 3Nrtid !0011 T11/ 111 1w� = S11410f NO113n211SNO3 ONV S3d1d (13003SM3 ' 4aOMpWo j • ° �""'Q, an ".�:0 18 I S390 TWVd Ol SWWdV S39Q3 13 fVd 91r UW3NS 1008 Np S"t31SVj A1d"03 11vHS aNMM!) 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