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Home My WebLink AboutPermit D05-360 - IBARBIA RESIDENCE - REMODELIBARBIA RESIDENCE 10912 50 AV S D05 -360 City 0A Tukwila S teven M. Mullet, Mayor- Department of Con:nuu:ity Development Steve Lancaster -, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: c0ulnvila.wa.us DEVELOPMENT PERMIT Parcel No.: 6874201085 Permit Number DOS -360 Address: 10912 50 AV S TUKW Issue Date: 10/07/2005 Suite No: Permit Expires On: 04/05/2006 Tenant: Name: IBARBIA RESIDENCE Address: 10912 50 AV S, TUKWILA WA Owner: Name: HANLEY KEVAN 3OHN +TINA MARI Phone: Address: 10912 50TH AVE S, TUKWILA WA Contact Person: Name: MARIA IBARBIA Phone: 206 725 -0956 Address: 10912 50 AV S, TUKWILA WA Contractor: Name: GOODMAN CONSTRUCTION Phone: 425 223 -9756 Address: 17719 NE WOODINVILLE DUVALL RD, WOODINVILLE WA Contractor License No: GOODMC *054Q1 Expiration Date: 07/28/2006 DESCRIPTION OF WORK: REMODEL MASTER BEDROOM: REMOVE CLOSET WALL TO ENLARGE MASTER BEDROOM, PROVIDE FULL BEARING FOR ALL RELATED BEAMS AND SUPPORT, INSTALL HARDWARE SMOKE ALARMS (3), (1) OUTLET, (1) WALL HEATER, AND MOVE (2) CEILING LIGHTS. Value of Construction: $4,150.00 Fees Collected: $231.84 Type of Fire Protection: International Building Code Edition: 2003 ( Type of Construction: V -B 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: doc: IBC - Permit D05 -360 Printed: 10 -07 -2005 Z �Z '~ w U N to W J = H �L W LL Q = a �W z� r`- O Z t-- 25 U O - o �_ WW F- -O w Z z City O. Tukwila Steven M. Mullet, Mayor Department of Commmity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.wkwila.wa.its * *continued on next page ** Steve Lancaster, Directa- Z 1- Q W W� JU U N 0. CO UJI J = CO W, W 0 9 Q _ Cy Z F- I— O Z F-, w f o N` o E- w FU H tL O. .. Z W U =. O Z doc: IBC- Permit D05 -360 Printed: 10 -07 -2005 4 I I.A, I r '+fli' City 0. Tukwila Steven M. Mullet, Mayor Department of Comm :unity Developmew 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.takwila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -360 Permit Center Authorized Signature: - Ad-i M A Date: - v I hereby certify that I have read and Qmii 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 constructio or he performa of ork. I am authorized to sign and obtain this development permit. Signature: Date: Print Name: M V1 �-- This permit shall become ull 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 -360 Printed: 10 -07 -2005 Z — Z W W� UO N J CO LL WO U. co d =W �O Z �-. 25 U o. co_ O r`- =w rr- LL O Z w �-_ O Z City of Tukwila f9C6 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 6874201085 Address: 10912 50 AV S TUKW Suite No: Tenant: IBARBIA RESIDENCE Permit Number: Status: Applied Date: Issue Date: D05 -360 ISSUED 09/27/2005 10/07/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: All wood to remain in placed concrete shall be treated wood. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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. 8: 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. 9: 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). 10: 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. * *continued on next page ** doc: Conditions D05 -360 Printed: 10 -07 -2005 z '~ w U0 Cl) C0 W W = F.. W WO 9� LLQ CO = �w s z�. F— O z F— 25 U ON 0H WW U-F- F- •z W U= O z �..�� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: W, (�Q k�b' Print Name: Date: , 6� 65 D05 -360 Printed: 10 -07 -2005 Z �W JU U CO it U) ILL W O LLQ U ❑ = a F W ZI-- , F- O z ir- LLI �5 U ON ❑ i~-. WW M (.) LL O . Z . W P _.. O Z 1908 CITY OF TUKWIL4 Community Development partment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Perm ~ v ( -- Po Mechanical Permit No. Public Works Permit No. Project No. (For o tce 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" t SITE LOCATION CONTACTT RSON ' t r� King Co Assessor's Tax No.: Site Address: tgr 5W v l Q `fir 7 ?'- Suite Number: Floor: Tenant Name: Wtd l (oar lam- New Tenant: �s .... Yes ❑ ..No Property Owners Name: VI t1. Gl V U l– Mailing Address: I og m m – kk*V i 1 0., W L � �s l � `Zr City State Zip Name: Mailing Address: 5 E -Mail Address: City State Zip Fax Number: GENERAL CONTRACTOR INFORMAT - (Mechanical Contractor information on back page) 5r tf-T►pi Mailing Address: � � � l al lv t (A)n L Lo (� – U'AmI \ t� G • t J vl\ , L �J 4 q yd � Z– City Stat6 Zip Contact Person: C Z 1( � nCL VAOM Day Telephone: �Z5 • ZZ3 • `7� 75(0 E -Mail Address: — �s Fax Number: Contractor Registration Number: �7a�� o S y Q Expiration Date: �� 'L`r� * *An original or notarized copy of current Washington State Contractor License must be presented the t me of permit issuance ** Company Name: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Na 5 � Vi 1 A U V Mailing A ress: 3 Li S� S Contact erson: " West I Vvw) t E -Mail A ress b V" 5 7- l 5-"9M� I ql&V i Q X30 w wR city State Zip Day Telephone: -2 S 3 - `6 3 . 0 25 1 0 Fax Number: 2-S • 6 �� S. 0a 1 3 ENGINE 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: q:\tp=its plus\icc chansestpennit application (7 -2004) Revised: 6.1.05 bh Page I i i � r 1, i Day Telephone: 200 - ' 7 7 - 5 . 09 sr Z ~ W D UO O CO = H C/) LL WO }} �J LL N d = W �O w ~ W U� O- o I— Ww UO w Z CO Z BUILDING PERMIT INFORMA'I S �f Valuation of Project (contractor's bid price): cope of Work (ple ovide detailed ' fbi M Vlr m ry 0 v'd w &e- m\�j Z � [. Will there be new rack storage? ❑ ..Yes .ON. ' 206 -431 -3670 $ ` Existing Buildin Valuation: $ GZ/V lr �Ut �1 Q� wm `i r- 6 Y = la.. �,� 4v�- 3 i M t (Z f , W" - No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑..Sprinklers []..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No f If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material afety Data Sheets. gMpennits pluslicc changes \permit application (7.2004) Revised 6 -9-03 Page 2 hh y S 4 Z ~ W UO UD CO LL1 W = t— NLL WO LL N = W H _ Z�. I_ O Z F— W �5 U� O CO_ H W HP LL O �Z U= O F- Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2" Floor. 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage �( Attached Carport, Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑..Sprinklers []..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No f If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material afety Data Sheets. gMpennits pluslicc changes \permit application (7.2004) Revised 6 -9-03 Page 2 hh y S 4 Z ~ W UO UD CO LL1 W = t— NLL WO LL N = W H _ Z�. I_ O Z F— W �5 U� O CO_ H W HP LL O �Z U= O F- Z PUBLIC WORKS PERMIT INF TION,- 206.433- 0179 Scope of Work (please provide detailed information): -F- `. F } i. Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District # 125 El.. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑...Tukwila El ... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis Q ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards El.. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank Q ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line Q ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " 3; ❑ .. Grease Interceptor ❑ .. Channel ization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) Q ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Ci state Zip q:\ \permits plus\ice changes \permit application (7 -2004) Revised: 6.8.05 bh Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: Ci State - Zip Page 3 \ Z W UQ W = F- NU WO 95 L? N = W Z f. . F- O W LLI U� ON 0 1— W W H� LL O W Z U= O Z ... Water Meter Size... WO# ?.:. ; ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ " WO# ❑ ...Sewer Main Extension ............ Public Private ... Water Main Extension .............Public Private 3; ❑ .. Grease Interceptor ❑ .. Channel ization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) Q ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Ci state Zip q:\ \permits plus\ice changes \permit application (7 -2004) Revised: 6.8.05 bh Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: Ci State - Zip Page 3 \ Z W UQ W = F- NU WO 95 L? N = W Z f. . F- O W LLI U� ON 0 1— W W H� LL O W Z U= O Z MECHANICAL PERMIT INF 'IATION — 206- 431 =3670 MECHANICAL CONTRACTOR INFORMATION Company Name:_ Mailing Address: Contact Person: E -Mail Address: City State Zip Day Telephone: 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 ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information Use: Residential: New .... ❑ Commercial: New .... ❑ Fuel Type Electric ..... ❑ Gas....❑ Replacement..... ❑ Replacement..... ❑ 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 <100K BTU Air Handling Unit >I0,000 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 <10,000 CFM Equipment ;PERMIT APPLICATION NOTES -- Applicable t6 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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I .HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN A 1� WAG n T Signature: � /� � q _ WVY(ff "`b" .Date: I /y / 1 Print Name: C �`' Pay Telephone Mailing Address: d Z Z-- U+P-- �� (� ► `D` 1S City state Zip Date Application Accepted: Date Application Expires: Staff Initials: q: \\permits plus \icc chanScApermit application (7 -2004) bh Z ~ W JU UO U) o C0 W W = F-• CO LL W0 �J LLQ U) 0 = �W 2 Z 1... . F- O Z �5 U� O� � H- WW H� � t11 0 C 1— _ O F Z �J,�aVw4 W'+L Cit y of Tukwila 19C6 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 6874201085 Permit Number: DOS -360 Address: 10912 50 AV S TUKW Status: APPROVED Suite No: Applied Date: 09/27/2005 Applicant: IBARBIA RESIDENCE Issue Date: Receipt No.: R05 -01485 Payment Amount: 142.28 Initials: )EM User ID: 1165 Payment Date: Balance: 10/07/2005 12:13 PM $0.00 Payee: M. IBARBIA ' TRANSACTION LIST: Type Method ---- - - - - -- - - - - -- Payment Check t r ACCOUNT ITEM LIST: Description BUILDING - RES STATE BUILDING SU] Description, Amount -- --------------------- - - - - -- ------ - - - - -- 1173 142.28 Account Code Current Pmts 000/322.100 137.78 .CHARGE 000/386.904 4.50 Total: 142.28 z �W �0 UO N C0 �w WO LLQ c =w z l— O z I-- w w U� ON WW N U- O .. z W U =. O z i t ��11U1, fy i ~ �..�� City of Tukwila 6300 Southcenter BL, Suite 100 I Tukwila, WA 98188 I (206) 431 -3670 RECEIPT Parcel No,: 6874201085 Permit Number: Address: 10912 50 AV S TUKW Status: Suite No: Applied Date: Applicant: IBARBIA RESIDENCE Issue Date: Receipt No.: R05 -01436 Payment Amount: Initials: 3EM Payment Date: User ID: 1165 Balance: Payee: M.IBARBIA TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1169 89.56 I ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 89.56 DOS -360 PENDING 09/27/2005 89.56 09/27/2005 11:39 AM $142.28 Z �w 3 U UO 0 w= J N U_ w 0 L Q co = F- W z�_. HO z W UJ �o U O N o�_ Ww 2 F- L). LL Z. U =. O Z 7F' 20 09/27 9716 TOTAL 89.56 doc: Receipt Printed: 09 -27 -2005 41 w d K m Ir • MEOW J 0 0 w v, 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. L INSPECTION RECORD Retain a copy with permit S" INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 'r i Project: r16iA ��°S Type of Insp�� j Address: 09/ Z Sv I)u Date Called: Special Instructions: Date Wanted* a.m: 0 1 - 19 -0 6 ( P.M. Requester: Phone No: a Corrections required prior to approval. Z ' W W .3 0 00 CO co LLJ J = Co LL w L? co :D = W Z0 LU W U� O N OH WW U �O W Z co O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =367 Protect: Type of Inspection: _ Addres S &J Date Called: Special Instructions: Date Wanted: a. m. Requester: Phone No: ®- Approved per applicable codes. Corrections required prior to approval. Z �W �U cU 0 (00 co W W = �LL W O LL cod �W Z F. . ZO W �O U O � 0I— W 3: L ) LL I-- .Z W U =` O Z INSPECTION RECORD vU3�� Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36(0 Pro•ect: /I` Type of Inspection: , �c �%1 ! /ill Addres 16 r i s a Agri' Date Called: Special Instructions: Date Want d: a.m. / 7CC — ( p.m. Requester: Phone No: roved per applicable codes. Corrections required prior to approval. Z �W JU UO CO W = �U- WO LL N = W H ZO W U� O N: �H WW Lll Z CO) O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. P T 0. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: �3 4 �Z 0 / A RP - 5 Type of I,Isp tion � Address: Oct 1 2- 50 A o S Date Call d: � - j / - a Special Instructions: Date Wanted: � ` U / Ca. r 5_ �. 11 rnT 1 � Requester: Y hone N o. pproved per applicable codes. Corrections required prior to approval. COMMENTS: 4J 0 e .74�' 7 ✓. Prior to inspection, fee must be 100. Call to sechedule reinspection. z =Z � W J U UO NO C0 LLJ J = �U- WO LL � = W Zo W W U O N 0 H WW U u" O LLI z N O z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT 'CITY.-OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ' ct: , T Type of Ins etron: .v Ad' re�s: � D Date Called: a 19 /0 Speciia� F Approved per applicable codes. Corrections required prior to approval. COMMENTS: g5 4d reje, "!&a4 1 Receipt No.: r z �Z a W UO WW N LL WO LL J = = d. l.W S ZF-. i O W W U� N ON WW HL) LL O Lu z U= O z CALCULATION SHEET Title: VISSER 0 ENGINEERING RECEIVED CITY OF TUKWILA SEP 2 7 2005 PERMIT CENTER Project: Client: Date: Page: Fd - Loe -A lco 1/].EI��ED FOR CODE COMPLIANCE ncT n 4 ?00.5 City Of Tukwila 1 v - - 1 _ Ar 5(177() ` 9?- /l m r; 016, So o zx 1 0 z, FLor t1,> 15 vsF L 1 . =- 4 P z �w UQ CO w �LL w 9 -1 09 D =d �w z�. Zo w U� N o�- w F � LL w z U= O F . z VISSER ENGINEERING CALCULATION SHEET Title: Project: Client: Date: Page: Rio �,m (2� e-4-aa-,vzr W*U,. H-F tZe. = 'I r;:7, �V (AITW, Ue Arf?-F-::� TL_;= 3 IVA 4K Ora A vs4o E EA � 41-p Z Z w J 00 CO 0 co w W CO LL 0 2� 9-1 LL < co D = F- W 0 W I-- W W 5 co 0 ,a H w w F- 0! F- 0 z LiJ Co. 0 z y V ISSER I ENGINE w FILA 1 STRUCTURAL CALCULATIONS Project: Roof Framing Revisions for Maire Ibarbia 10912 50`' Ave. S. Tukwila, WA 98178 Project No.: 05 -142 By: Bryan T Stanton, P.E. Mike Visser, P.E. Date: August 1, 2005 RECEIVED CITY OF TUKWILA SEP 2 7 2005 PERMIT CENTER REVIEWED F p,NCE CODE coMP�I OC1 0 A 2 005 pf TuK � 0 200.5 p0gov-3loti III z r W JU UO 0 W= S2 U. W O. LLQ Ito) = a w. z�. Wo W. U� ON OH wW L L W z U =. o� z VISSER "• ENGINEERING i,. Gravity Loads Project: 05 -144 Ibarbia Client: Maire Ibarbia Date: 7 /28/05 Page: 1.1 Roof Load: Item: Unit Weight Roof Sheathing - 1/2 plywood: 1. ps Composition Roofing: 4.5 psf Roof Framing: 3.0 psf 5/8" Gypsum Wall Board: 2.8 psf Insulation 1.0 psf Walls: 0.0 psf Misc.: 2.0 PSI 15. s Floor Load: L Item: Unit Wei t: Floor Sheathing - 3/4 plywood: ps Floor Overlay: 2.0 psf F1oorJoists at 16" o.c.: 3.0 psf O 2.8 psf I A Exterior Walls: 0.0 psf Misc: 3.7 psf D Roof Load: Item: Unit Weight Roof Sheathing - 1/2 plywood: 1. ps Composition Roofing: 4.5 psf Roof Framing: 3.0 psf 5/8" Gypsum Wall Board: 2.8 psf Insulation 1.0 psf Walls: 0.0 psf Misc.: 2.0 PSI 15. s Floor Load: Item: Unit Wei t: Floor Sheathing - 3/4 plywood: ps Floor Overlay: 2.0 psf F1oorJoists at 16" o.c.: 3.0 psf 5/8" Gypsum Ceiling: 2.8 psf Partitions: 0.0 psf Exterior Walls: 0.0 psf Misc: 3.7 psf 14. s Roof Load: Snow Load: 25.0 psf Roof Slope: 5 in 12" Roof Slope = 22.62 degrees Rs = (S /40) - 1/2 = 0.125 psf /deg Design Snow Load: 24.67 psf Floor Load: Item: Unit Weight: Residential: 40.0 psf 0.0 psf 0.0 psf PSI PSI sf 0.0 psf f. z �Z �W QQ � JU UO CO ) W = H C/)W WO � LL ¢ Cl) D = W F- O z t— W 2� UC3 ON O I— W uJ 2 LL O. ltl z U CO) O ~' z -A!L!y!crhac:=r Business TJ•Beam® 6.16 Serial Number: 7003007951 User: 2 7/2812005 2 :12:48 PM Page 1 Engine Version: 1.16.5 Roof Beam 5 1/4" x 16" 2.0E Parallam® PSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OP12 Roof Slol)eO. /-, 1 10 All dimensions are horizordal. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 5' Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead SUPPORTS: DESIGN CONTROLS: Input Hearing Vertical Reactions (Ibs) Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50" 1.52" 1875 / 1519 / 0 / 3394 2 Stud wall 3.50" 1.52" 1875 /1519 / 0 / 3394 30' Detail Other Product Diagram is Conceptual. L1: Blocking 1 Ply 1 1/4" x 16" 1.3E TimberStrand® LSL L1: Blocking 1 Ply 1 1/4" x 16" 1.3E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE_ for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 3356 -3026 18676 Passed (16 %) Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 24892 24892 60297 Passed (41 %) MID Span 1 under Snow loading Live Load Defl (in) 0.627 0.989 Passed (U568) MID Span 1 under Snow loading Total Load Defl (in) 1.134 1.483 Passed (L/314) MID Span 1 under Snow loading - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 21' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Ibarbia Roof Remodel Tukwila, WA VEC #05 -144 copyright O 2004 by Trus Joist, a Weyerhaeuser Business ParallamO is a registered trademark of Trus Joist. P: \05144 110 Ibarbia \B.ng \Timber \ Beams .sms OPERATOR INFORMATION: Bryan Stanton Visser Engineering Company Inc. 3455 South 344th Way Siute 230 Federal Way, WA 98001 Phone : 1- 253 - 835 -0810 Fax :1- 253 - 835 -0813 Z iH Z W UO U co W J = F- NLL WO LLQ U� Z d. F_ W ZF-, I— O Z F- U� ON o I— WW H� L' O W Z U= O Z 7. is Z iH Z W UO U co W J = F- NLL WO LLQ U� Z d. F_ W ZF-, I— O Z F- U� ON o I— WW H� L' O W Z U= O Z O W s City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1908 Z �z 06 -09 -2006 g JU UO CO 0 MARIA IBARBIA W H 10912 50 AV S rn W TUKWILA WA 98178 W O � RE: Permit No. D05 -360 LL j Cl) 10912 50 AV S TUKW d �W Z�. Dear Permit Holder: 1 Z F_ In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. W Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the =) p provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not 0 t) commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or 0 !— abandoned at any time after the work is commenced for a period of 180 days. 2 W F— Based on the above, you are hereby advised to: u- 0 .. Z U Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. =. ~ F— This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if Z 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 ►vritine 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 07/31/2006, 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, fifer rshall, Permit Technician xc: Permit File No. D05 -360 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 } 1 PERMIT COORD COPT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -360 DATE: PROJECT NAME IBARBIA RESIDENCE SITE ADDRESS: 10912 50 AV S 09 -27 -05 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTME w) 6- q,- Buhing ivision R1 , Public Works Fire Prevention M Structural ❑ g1m &� 4 -vim Planning Division d Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 09-29-05 Complete ❑� Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 10-27-05 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: Documents/routing slip.doc 2.29 -02 z zw �w UO to o IV) W J T- U. w u. �w z1--. 1= O WW �5 0 U ON � I— WW �- O w U= O z r Look Up a Contractor, Electrir.Ian or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License GOODMC *054Q1 Licensee Name GOODMAN CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 601239541 Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 17719 NE WOODINVILLE DUVALL RD Address 2 Cancel City WOODINVILLE County KING State WA Zip 98072 Phone 4252239756 Status ACTIVE Specialty 1 CABINET AND MILLWORK Specialty 2 CARPENTRY /FRAMING Effective Date 11/21/1995 Expiration Date 7/28/2006 Suspend Date #4 Separation Date SF6789 Parent Company Cancelled Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date GOODMAN, GREGORY J OWNER 01/01/1980 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until #4 CBIC SF6789 07/17/2004 Cancelled $12,000.00 07/17/2004 DEVELOPERS SURETY & Until Page 1 of 2 Z ;H Z �W JU UO Cl) o W= N LL WO UQ = �W Z� H O Z I-- W �5 L) O N OH WW H� LL O. .. Z W U =. O Z { https:H fortress. wa. gov /lni/bbip /printer.aspx ?License= GOODMC * 054Q 1 10/07/2005 File: 40 D05 -0360 35mm Dr awing #1 -6 r No ch en "r,c-m, shall Im nmdo tio tho 0- o new p!on submittall and ad. plan revicnv fees. � tl() WLIZ Plu Ing Sic) City Cf .;au BUILDING IDIVISI J 0 IZ3 W1 � 1313.5 (P) 111TH ST Inch 1/16 4 51 11111111111111 6 1 1 21 31 i II.,,...IIII�I IIIIIII�FIlllllli�lllllllll�lllllllll� 'lllllllll�lllllllll�lllll ic W A 02 e : C: N C) o 0 Lj J to >% L o a CL m An :6 1 0 4 -SL c4- REVIIEWED FOR CODE COMPLIANCE OCT 0 4 2005 I City Of Tukwila ITI MI-Jr, r)TVTSION, RECE TU IVED CITY OF KWILA SEP 2 7 2005 PERMIT CENTER V ZZ J 0 IZ3 W1 � 1313.5 (P) 111TH ST Inch 1/16 4 51 11111111111111 6 1 1 21 31 i II.,,...IIII�I IIIIIII�FIlllllli�lllllllll�lllllllll� 'lllllllll�lllllllll�lllll ic W A 02 e : C: N C) o 0 Lj J to >% L o a CL m An :6 1 0 4 -SL c4- REVIIEWED FOR CODE COMPLIANCE OCT 0 4 2005 I City Of Tukwila ITI MI-Jr, r)TVTSION, RECE TU IVED CITY OF KWILA SEP 2 7 2005 PERMIT CENTER pr GENERAL ST (THE FOLLONUN6 APPLY UNLESS NOTED OTERNISE ON THE DRANNA,SJ CRITERIA ALL MATERIALS WORKMAN5 HIP PM16K AND CONSMOTION SHALL CONFORM TO THE DRAwIN65, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE OBW, 2003 EDITION. M16N LAMINATED VEER LIBBER 03VRT NER- -126) LIVE 1 ENGINEERING LOAD TYPE LOAD CRITERIA FLOOR LIVE LOAD EN61W lRNNS RESIDENTIAL j 40 PSF REQUIRED ROOF SNOW LOAD 25 P5F I Py = 20 PSP MANUFACTURED LU BER Ce =1D NOT REQUIRED 15 = 1.0 150 PSI Ct = IO 150 PSI - -- PN = 14 PSF WIND DESIGN DATA WA BASK WIND SPEED = 85 MPH 1,9x10 PSI (3- SECOND GUST) BLOCKING BETNEEN JOISTS OR RAFTERS ExPoSURE, B TO TOP PLATE, TOENAIL - - - - - -- -- - -- - - - -- - - -- - - In = IA RIM JOIST TO TOP PLATE, TOENAIL GCP1 = tO55 -- - - - -- - (INTERNAL PRESSURE COEFFJ - - -- TOP PLATES, LAPS AND INTER5ECTIONS, pnot = 11.4 PSF (MAX) FACE NAIL (COMPONENT AND CLADDIN5 RAFTER TO PLATE, TOENAIL PRESSURE, lost EFFECTIVE AREA) EARTHQUAKE WA I SEISMIC USE GROUP I DESIGN DATA 'SITE CLASS: D L u 5 Sd a 0 y E E SEISMIC PM16N CATEGORY. D � SEISMIC - FORCE- RE515TIN5-SYSTEM: IK (LIGHT FRAME BEARING WALLS I NTH SHEAR PANEI.S) GENERAL NOTE5 R =6S 1e -1.0 Cs = 0.154 GENER& CONDITIONS 094TURAL MMN65 SHALL BE USED IN CONJUNCTION NTH ARCHITECTURAL MMN65 FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS NTH ARCHITECTS DRANN55 FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. IN THE EV NT OF CONFL WDTE N THE STRUCTURAL DRANNGS AND THE PROJECT SPECIFICATIONS, THE STRUCTURAL DRAWINGS SHALL CONTROL, 5M ARCHITECTURAL DRAWNGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND NNDOW OPBNIN65 IN ALL WM.LP. Be MECHANICAL DRAWN65 FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENIN55 THROUGH WALLS AND FLOORS. SEE ARCHHT CTURM. DRAWN65 FOR ALL GROOVES, NOTCHES CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, MID OTHER FINISH DETAILS. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONECTIONS HAVE BEEN COMPLETED IN ACCORDANCE NTH THESE DRANNG5. THE CONTRACTOR 15 RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEGUBNCE5 OR PROCEDURES REWIRED TO PERFORM THE WORK AR)? WIN65 INDICATE 6ONER& AND TYPICAL DETAILS OF CONSTRUCTION. WERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL 13E USED, WB,JFCT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. MATERIAL `.f511T 7ION1= FOR PRODUCTS SPECIFIED IN THE PLMS AND NOTES MAY BE SUUBMITIED BY THE CONTRACTOR FOR APPROVAL BY TIE ARCHITECT AND STRUCTURAL ENGINEER, %WTITUTION SUBMITTALS SHALL IDENTIFY EXACTLY WHAT PRODUCTS ARE TO BE SUBSTITUTED, AND INCLUDE AN lu EVALUATION SERVICE REPORT DEMONSTRATING, EQUIVALENT OR GREATER LOAD CAPACITIES THAN THE 5UB%TITVTEV PRODUCT. ONTRACTOR- INITIATED GHAN5E5 SHALL BE SUBMITTED IN NRITN6 TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTOK CHMN5E5 SHOWN ON SHOP DRAWN65 ONLY NULL NOT SATISFY TH15 REWIRBMENT. THE CONTRACTOR 2N i rnAOI v NTH ALL APPLICABLE OSHA REGULATIONS. SHORING AND RESHOWN5 SHALL BE DESIGNED BY A QUALIFIED DESIGNER AND THE ERECTED SHORING SHALL BE INSPECTED BY A REGISTERED STRUCTURAL EN61NElER EXPERIENCED IN THE OM16N OF SHORING 5Y5TB45, WO SHALL SUBMIT AN INSPECTION REPORT TO THE ARCHITECT. FORMYORK %HALL NOT BE REMOVED UNTIL THE CONCRETE HAS REALNED ITS DESIGN STRENGTH AS INDICATED IN THE CONCRETE NOTES, QUALITY ASSURANCE PLAN Q UALITY ASSURANCE FOR SEISMIC RM15TAW FOR THE BUILDIN55 MAIN- LATERAL - FORGE -RMSTI 5 -SY5TE MN SHALL BE PROVIDED BY SPECIAL INSPECTION AND MATERIAL TESTING OF THE FOLLOWING: 5HEAR WAL.5, HOLDOWS, DIAPHRAGMS, DRAG CONNECTIONS, AND STEEL FRAMES. T SPECIAL INSPECTION AND MATERIAL TESTING SHALL BE OF THE TYPE AND FREQUENCY INDICATED IN THE QUALITY CONTROL. SECTION OF THE GENERAL STRUCTURAL NOTES. EACH SPECIAL INSPECTION AND MATERIAL TE5TINH6 REPORTS SHALL BE 015TRIWW TO THE OWNER, ARCHITECT, ENGINEER, CONTRACTOR AND BUILDINS OFFICIAL NTHOUT DELAY. STRUCTURAL OBSERVATION BY THE ENSINEER-OF- RECORD, PER IBC SECTION 1109,15 NOT REQUIRED FOR THIS PROJECT. N OTE5 EACH coNTRAQTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE BUILDING'S SEISMIC- FORGE- REi15TINs SYSTEM OR OTHER SYSTEM LISTED IN THE QUALITY ASMMOE PLAYS) SHALL SUBMIT A NRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL, OWER AND ARCHITECT PRIOR TO COMMENCEMENT OF THE WORK ON THAT SYSTEM, THE STATEMENT OF RESPONSIBILITY SHALL MEET ALL THE REQUIREMENTS OF IBC 11059. QUALITY CONTROL SHOP DRANM65 FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIBN TWO WEEKS PRIOR TO FABRICATION: SHOP DRAWINGS OF BIDDER- DE516N AND PRE- EN6INEERED COMPONENTS SHALL INCLUDE THE DESIGNING PROFS 5IONAL ENGINEER'S STAMP, A5 INDICATED ABOVE, THE ENGINEER SHALL BE RE515TERED IN THE STATE OF WASHINGTON. THE 5UBMITTAL WILL BE SUBJECT TO A CURSORY REVIEW BY THE EN61NEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DE516NER 15 RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONECTIONS NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR STRUCTURAL DRAWN65. THE FOLLOWING CMTFICATION SHALL BE INCLUDED ADJACENT TO THE ENGINEERS STAMP ON ALL SUBMITTALS, 1, , A LIC 6ED E N91NEEiR IN THE STATE OF WA NSTONI, DO HEREBY CERTIFY THAT I HAVE RUM THE CONTRACT DOCUMENTS AND HAVE TO THE BEST OF MK KNOWLEDGE INCORPORATED ALL OF THE M16N CRITERIA CONTAINED THEREIN. SHOP DRAKNS REVIEW: DIMENSIONS AND QUANTITIE5 ARE NOT REVIB"ED BY THE ENGINEER OF RECORD AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR THE CONTRACTOR SHALL REVIEW AND STAMP DRANN65 PRIOR TO REVI6"1 BY ENGINE OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE WILL BE MARKED AND RETURNED. IN THE EVENT OF DEVIATIONS, DISGRUANCIIS, OR CONFLICTS BETPM APPROVED SHOP DRAWNG6 SUBMITTALS AND THE CONTRACT DOCUMENTS, THE DESIGN DRANUN65 AND SPECIFICATIONS SHALL CONTROL. DIVISION b: TIMBER FRAMING LUMBER SHALL BE KILN DRIED OR MC-14, AND GRADED AND MARKED IN CONFORMANCE NTH WWA STANDARD GRADING RULES FOR WEST COAST LUMBER LATEST EDITION AND FURNISHED TO THE STANDARDS INDICATED ON THE PLANS, SCHEDULES AND DEFAILS, THE DESIGN SHOWN IN THESE DRANNG515 BASED ON THE NATIONAL DE516N SPECIFICATIONS FOR WOOD CONSTRUCTION ( 2001405) PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION ALL SHIMS, SHALL BE SEASONED AND DRIED AND THE SAME SPECKS AND GRADE AS MDMBERS CONNECTED. SPECIFIED IN THESE DRANN6915 BASED ON LUMBER MANUFACTURED BY THE TRU5 -JOIST CORPORATION. ALTERNATE MANUFACTMR5 MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL E N61M R ALL J015T HANGERS AND OTHER HARDWARE NOT SHOWN SHALT. BE DESIGNED AND SUPPLIED BY THE MANUFACTURER THE FOLLONN6 LIMBER PRODUCTS SHALL BE MANUFACTURED MR A PROCESS APPROVED BY THE NATIONAL. RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NER REPORT NUMBER, AND T QUALITY CONTROL AGENCY. ALL MEMBEIRSS SHALL BE MANUFACTURED NTH A WATERPROOF ADHSSIVE ME'ETIN6 THE REQUIREMENTS OF A5TM 12559 NTH ALL STRANDS ORIENTED PARALLEL NTH THE LENGTH OF THE Nom. LUMBER T STRESS LAMINATED VEER LIBBER 03VRT NER- -126) STAMPED BY PARALLEL STRAND LUMBER (REPORT NER -2 - _Fb -- SUBMITTAL REGISTERED EN61W lRNNS SUBMITTAL REQUIRED ENGINEER CALCULATIONS MANUFACTURED LU BER I YES YES NOT REQUIRED SHOP DRAWINGS OF BIDDER- DE516N AND PRE- EN6INEERED COMPONENTS SHALL INCLUDE THE DESIGNING PROFS 5IONAL ENGINEER'S STAMP, A5 INDICATED ABOVE, THE ENGINEER SHALL BE RE515TERED IN THE STATE OF WASHINGTON. THE 5UBMITTAL WILL BE SUBJECT TO A CURSORY REVIEW BY THE EN61NEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DE516NER 15 RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONECTIONS NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR STRUCTURAL DRAWN65. THE FOLLOWING CMTFICATION SHALL BE INCLUDED ADJACENT TO THE ENGINEERS STAMP ON ALL SUBMITTALS, 1, , A LIC 6ED E N91NEEiR IN THE STATE OF WA NSTONI, DO HEREBY CERTIFY THAT I HAVE RUM THE CONTRACT DOCUMENTS AND HAVE TO THE BEST OF MK KNOWLEDGE INCORPORATED ALL OF THE M16N CRITERIA CONTAINED THEREIN. SHOP DRAKNS REVIEW: DIMENSIONS AND QUANTITIE5 ARE NOT REVIB"ED BY THE ENGINEER OF RECORD AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR THE CONTRACTOR SHALL REVIEW AND STAMP DRANN65 PRIOR TO REVI6"1 BY ENGINE OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE WILL BE MARKED AND RETURNED. IN THE EVENT OF DEVIATIONS, DISGRUANCIIS, OR CONFLICTS BETPM APPROVED SHOP DRAWNG6 SUBMITTALS AND THE CONTRACT DOCUMENTS, THE DESIGN DRANUN65 AND SPECIFICATIONS SHALL CONTROL. DIVISION b: TIMBER FRAMING LUMBER SHALL BE KILN DRIED OR MC-14, AND GRADED AND MARKED IN CONFORMANCE NTH WWA STANDARD GRADING RULES FOR WEST COAST LUMBER LATEST EDITION AND FURNISHED TO THE STANDARDS INDICATED ON THE PLANS, SCHEDULES AND DEFAILS, THE DESIGN SHOWN IN THESE DRANNG515 BASED ON THE NATIONAL DE516N SPECIFICATIONS FOR WOOD CONSTRUCTION ( 2001405) PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION ALL SHIMS, SHALL BE SEASONED AND DRIED AND THE SAME SPECKS AND GRADE AS MDMBERS CONNECTED. SPECIFIED IN THESE DRANN6915 BASED ON LUMBER MANUFACTURED BY THE TRU5 -JOIST CORPORATION. ALTERNATE MANUFACTMR5 MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL E N61M R ALL J015T HANGERS AND OTHER HARDWARE NOT SHOWN SHALT. BE DESIGNED AND SUPPLIED BY THE MANUFACTURER THE FOLLONN6 LIMBER PRODUCTS SHALL BE MANUFACTURED MR A PROCESS APPROVED BY THE NATIONAL. RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NER REPORT NUMBER, AND T QUALITY CONTROL AGENCY. ALL MEMBEIRSS SHALL BE MANUFACTURED NTH A WATERPROOF ADHSSIVE ME'ETIN6 THE REQUIREMENTS OF A5TM 12559 NTH ALL STRANDS ORIENTED PARALLEL NTH THE LENGTH OF THE Nom. LUMBER T STRESS LAMINATED VEER LIBBER 03VRT NER- -126) LAMINATED STRAND LUMBER (REPORT NER -481) PARALLEL STRAND LUMBER (REPORT NER -2 - _Fb -- 2 600 P51 - - 265 2250 PSI 2900 PSI F -- — Fill — -F`.L -- PSI - - -- 400 PSI - -- - - - 290 PSI -- 25 10 PSI -- 1950 P5 - — 2900 PSI - - -- 150 PSI - -- 150 PSI - -- E 1.9x10 P51 15x10 P51 1,9x10 PSI tNXAWiICATED PLYWOOD WEB J015T5 SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SNONN ON THE DRANNH65 AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE NTH THE MANUFACTURM INSTRUCTIONS. THESE PRODUCTS SHALL BE MANUFACTURED TO THE STANDARDS SET FORTH IN THE NATIONAL EVALVA71ON SERVICE, INC., REPORT NO. NER -200, ALL COMMON HIRE NAILS AND SPIKE BOX NAILS AND TH TREADED, HARDENED -5TEEL NAILS AND SPIKES SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN A5TMI 1`1661. ALL NAILS SPECIFIED ON THESE DRANN55, EITHER DRIVEN NTH A HAMMER OR PNEUMATIC DEVICE, SHALL BE COMMON NRE NAILS NTH THE PROPERTIES SHOWN IN THE FOLLONN6 TABU:: I'DNY- HEIGHT 8d Lod I 12d 16d 20d DIAMETER (INCIe) I LENGTH (INGHE5) - 0.113 21,5 1 0.148 3 0.148 310 0.162 315 0.192 4 N OTF5. I. TABULATED DIAMETERS APPLY TO NAILS PRIOR TO ANY PROTECTIVE COATING. FABRICATION AND INSTALLATION OF TIMBER FAST= SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION (2001 -NDS), PUBLISHED 13Y THE AMERICAN FOREST AND PAPER ASSOCIATION, DRILLED HOLES IN WOOD MEMBERS (EXCLUDING MFG. PLYNIOOD PO J0I5T5) SHALL BE A5 SHOWN IN THE FOLLONUN6 TABLE: FASTENERS LEAD HOLE DIAMETER SHANK HOLE DIAMETER I BOLTS 4 - D + 1/32' LAG SCREWS 1 O ro D WOOD SCREWS a 0981, I OWD NAILS (PRE - DRILLED ONLY) 0.151 - 1 . D NDICATES THE SHANK DIAMETER OF THE FASTENER D SHALL BE NOT EXCEED 1'. D INDICATES THE ROOT DIAMETER. 2, THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF THE UNTHREADED SHANK, THE LEAD HOLE OR CLEARANCE HOLE SHALL NOT BE REQUIRED FOR DIAMETERS N6" OR LESS, PROVIDED EDGE, END AND SPACING 15 TO BE SUFFICIENT TO PREVENT SPLITTING. 3. LAG AND WOOD SIRENS SHALL BE INSTALLED BY TURNING OF A WRENCH OR SGRB'N DRIVER NOT DRIVEN WITH A HAMMER 4• ALL BOLTS AND LAC, SIRENS SHALL CONFORM TO ASTM SPECIFICATION A301,Fy=3b K51. WASHERS SHALL BE PLACED UNDER THE WA25 AND NUTS O�ALL BOLTS AND LAG 5CRENS BEARING ON WOOD. WOOD CONSTRUCTION CONEGTORS CALLED OUT BY LETTERS AND NUMBERS SHALL 13E'STRONC, -TIE' BY SIMPSSON COMPANY, A5 SPECIFIED IN THEIR CATALOG (LATEST EDIToNI, PROVIDE NUMBER mD SIZE OF FASTem AS SPECIFIED BY MANUFACTURER. COMEGTORS 5HAIL BE INSTALLED IN ACCORDANCE NTH THE MANUFACTURBR5 INSTRUCTIONS. ALL JOISTS AND MULTIPLE JOIST BEAMS SHALL BE CONNECTED TO FLIYHH BEAMS NTH U" SERIES JOIST HANGERS. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1, CONNECTION NAILING JOIST TO SILL OR 61RDER TOENAIL (3) 8d COMMON (9) 3 "x0.131' NAILS BRIDGING TO JOIST, TOENAIL EACH END (2) 8d COMMON 5 x lb PARALLAM P5L 2.0E 12/53 (2) 3'x0.131" NAILS SOLE PLATE TO JOIST OR BLOCKING, I 16d o Woe, FACE NAIL TYP. 3'x0.131' NAILS a 8'oo TOP PLATE TO STUD, END NAIL (2) Ibd COMMON (3) 3 "x0.131' NAILS TOENAIL (4) 8d COMMON 57W TO 50LE PLATE (4) 3'x0.131" NUHL5 END NAIL (2) Ibd COMMON QQ HY (3) 3"x0.13P NAILS BLOCKING BETNEEN JOISTS OR RAFTERS (3) 8d COMMON TO TOP PLATE, TOENAIL - - - - - -- -- - -- - - - -- - - -- - - (3) 3 "x0.131' NAILS RIM JOIST TO TOP PLATE, TOENAIL 8d COMMON o bloc -- - - - -- - 3 "x0.131' NAILS o 6 "oc - - -- TOP PLATES, LAPS AND INTER5ECTIONS, (2) Ibd COMMON FACE NAIL 1 (3) 3 "x0.131' HNL5 RAFTER TO PLATE, TOENAIL (3) 8d COMMON o� � Q (3) 3 "x0.131' NAIL5 RECEIVED CITY OF TUKWILA SEP 27 2005 PERMIT CENTER P05T 50HEOULE I, 2 I P05T I HEM -FIR It's IPOL16 -FIR le's 12_1 i (2) 2x4 HF #2 I -- 4180 4958# -- 13 =J f (3) 20 4#2 _- 6910# 14310 L147 (4) 20 HF #2 { -- - 9037# 9916# -- NOTES, I. VERTICAL CAPACITY BASED ON 8' -0' 5TU12 LENGTH. 2. BUILT -UP 20 LAMINATED P05T5 5HALL BE NAILED WITH IOd ® 9'oc, 5TA66ERED: 0 a- 0 o- 0 - MIN. / BEAM SCHEDULE MARK I BEAM DETAIL 410 4x10 HF #I HEADER 6/53, 12/53, 15/53 ,I6 5 x lb PARALLAM P5L 2.0E 12/53 P 1,7 d 0; IV a _n 4 7/ m J015T / RAFTER 5CHEOULE MARK HANGER J015T / RAFTER J015T \ RAFTER E EXISTING RAFTERS AND CEILING J015T5 ® 24 "oc C& 5 {^s IIIIIIIIIIINI111IIII�I�IIIIII112 IIIIII�IIIIII113IIIIII�II111�111 IIIII�IIIIIIIII IIIII�IIIIIII�I Inch 1 16 41 5I 6 S. , 46 bl E6 Z6 LL • OL' 6 8 9 y v E , . L w� IIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIII I�IIIIII III�IIl llllll�illllllll�lllllllll�lllllllll�lllll llIlllll llllllIlllll REVIEWED FOR OCT n 4 Z005 VI SSER ENGINEERING 3455 SOUTH 344th WAY SUITE 230 FEDERAL WAY, WA. 98001 VOICE: (253) 835-0810 FAX: (253) 8A0817. 05-144 - 1c` PRI -'T 41F BT5 NAAHN: BT5 fft WREL, MDV 1 -29-05 lif- E care: ., SPEY MD.t�i„ �I 6► m CD Q V uj c 6 v o! 05-144 - 1c` PRI -'T 41F BT5 NAAHN: BT5 fft WREL, MDV 1 -29-05 lif- E care: ., SPEY MD.t�i„ �I 6► V c 6 QQ HY < N Lu Q O p o� � Q w L u E E Q cV — � GENERAL NOTE5 AND 5GHEOULE5 05-144 - 1c` PRI -'T 41F BT5 NAAHN: BT5 fft WREL, MDV 1 -29-05 lif- E care: ., SPEY MD.t�i„ �I IF NFA ROOF BEAMS PLAN NOTE5: SUPPORT EXISTING CEILING PER PLAN TYP. I FRAMING W/ VERT. 2x4 0 EA EXISTING ROOF AND - PROVIDIN6 A DIRECT LOAD PATH TO CONCRETE FOUNDATION BELOW. CEILING JOIST TO BEAM ,; ALT. SIDES OF BEAM - TYP. CEILING JOISTS JOISTS. 5. PROVIDE TEMPORARY SHORING FOR EXISTING ROOF AND CEILIN6 ` JOISTS AS REQUIRED BEFORE REMOVING EXISTING SUPPORTS. �i — Q LLI CLl LEGEND: I 7/53 I RLMOVE CL05ET WALL < X _ JOIST, TRV55 OR RAFTER SPECIFICATION N — SEE J015T SCHEDULE ON 51 IN MASTER BEDROOM —► �--- BEARING END OF JOIST, TRU55 OR RAFTER rn E CANTILEVERED END OF JOIST, TRUSS OR RAFTER E MM6 END OF JOIST, TRU55 OR RAFTER - SEE BEAM ISREMAINf RA - -• x BEAM OR HEADER - SEE BEAM 50HEOULE ON 51 E6 I I +T TYP. n x 1 n REFERS TO P05T TYPE, x REFERS TO HOLDOWN A -A 5EGTION AT BEDROOM5 NEW ROOF BEAMS PER PLAN - TYP. - - -- 2x4 CEILING JOISTS 0 24'ba BETVEEN NEW BEAMS -- - , - - - �= 4/55 VAULT CEILIN6 IN LIVING/ DINING ROOM EXTENT PER OWNER B -B 5EGTION AT DINING ROOM FOR CALLOUT5 IN COMMON SEE SECTION AT BEDROOMS 12 v C ODE EiA/�D FO C ODE CON1p IARI OCT o 4 2005 A -A B-B 11 T _ - I '1 1 i 65cn 410 ❑2_1 15/53 EXI5TIN6 ROOF FRAMING TO REMAIN MKAN6ED THIS AREA. loon cry -; > f ?t00n I c2 r ! 14 -, b �l I I II I i •,� j 1 ROOF FRAMING PLAN 7) TVTqTr RECEIVED CITY OF TUKWILA SEP 2 7 ?nr PERMIT CEN i CH (2s �+� 1Inch I II1 l 1 1 I 16 1 11 1I III � III I III I 11 2 I IIl I I I I I I I l I 11 3 I I I I I l I I I 111 � 11 4 IIIIII�IIIIlllll IIIIIIIIIIIIIII 5) g PLAN NOTE5: I. PROVIDE FULL BEARING FOR ALL BEAMS AND POSTS. FULL BE AJ1 FOR POSTS SHALL CONSIST OF 50LID BLOCKINROUGH FLOORS G TH 10 PROVIDIN6 A DIRECT LOAD PATH TO CONCRETE FOUNDATION BELOW. 2. ALL BEAMS ARE TO BE INSTALLED TIGHT TO UNDER 51DE OF E45TIN6 JOISTS. 5. PROVIDE TEMPORARY SHORING FOR EXISTING ROOF AND CEILIN6 JOISTS AS REQUIRED BEFORE REMOVING EXISTING SUPPORTS. �i — Q LLI CLl LEGEND: n REFERS TO NUMERIC 5CHEDULE DE516NATION5 n, x x REFERS TO ALPHABETICAL SCHEDULE DESIGNATIONS < X _ JOIST, TRV55 OR RAFTER SPECIFICATION N — SEE J015T SCHEDULE ON 51 �--- BEARING END OF JOIST, TRU55 OR RAFTER rn E CANTILEVERED END OF JOIST, TRUSS OR RAFTER E MM6 END OF JOIST, TRU55 OR RAFTER - SEE BEAM OR JOIST SCHEDULE FOR HANGER SPECIFICATION. x BEAM OR HEADER - SEE BEAM 50HEOULE ON 51 E6 P05T OR COLUMN - SEE POST 5CHEDULE ON 51; n x 1 n REFERS TO P05T TYPE, x REFERS TO HOLDOWN LL, TYPE. xM REFERS TO TOTAL P05T LOAD, FOR 06' INFORMATION ONLY. P05T OR COLUMN LOCATION - OCCURRING BELOW 8 I THE PLAN LEVEL SHOWN. 9 X/ SX.X v INDICATES SECTION CUT 5EE REFERENCED DETAIL. RECEIVED CITY OF TUKWILA SEP 2 7 ?nr PERMIT CEN i CH (2s �+� 1Inch I II1 l 1 1 I 16 1 11 1I III � III I III I 11 2 I IIl I I I I I I I l I 11 3 I I I I I l I I I 111 � 11 4 IIIIII�IIIIlllll IIIIIIIIIIIIIII 5) g VISSER ENGINEERING 3455 SOUTH 344' WAY SUITE 230 FEDERAL WAY, AA. 98001 VOICE; (253) 8 0 FAX: (253) 8313 N n m AJ1 6 < > — Q LLI CLl W < N — v � o rn c t�6 E6 V Z6 LL, 06' c b 8 I 9 III IIII�IIIIIIill�lllllllll�lllllllll' m IIIIIIIII�IIIIIIIII1IIIIIIIII1III < o I Bill I II.... IIIIII�I II I IIiII�Flillllll�lllllllll�lllllllll�lllllllll�llllllll y � c a Q' N 6 Q ry ; l�ll l 11 VISSER ENGINEERING 3455 SOUTH 344' WAY SUITE 230 FEDERAL WAY, AA. 98001 VOICE; (253) 8 0 FAX: (253) 8313 N n 05-144 VEt PRCOWT NO.: 13T5 DRAWN: BT5 DESIGNED MDV Vb.ED1.ED. 7-29-05 186VE DATE: SHEET IIIWIER: 5 2 m < > — Q LLI CLl W < N — v � o rn c V c O x m w < o Q v _o rn LV y � c a Q' N 6 Q ry ; . r;fEY TIYt.0 ROOF FRAMING PLAN AND 5EGTION5 05-144 VEt PRCOWT NO.: 13T5 DRAWN: BT5 DESIGNED MDV Vb.ED1.ED. 7-29-05 186VE DATE: SHEET IIIWIER: 5 2 PF i I 2 1 I I I i — BEAM/ HEADER PER PLAN - PLACE ON TOP OF EXIST. FRAMIN CEILING JOISTS G � TO REMAIN f / H4 CLIP ® EA 2x ,Y PV (8) 6d NAILS ALT. 51DE-5 I _ ' i I � i Header at Existing Closet Wall 6 a� �o NEW BEAM A = PER PLAN I \ // x EXI5TIN65 ROOF SHEATHING 4 RAFTERS i CONT. BEVELED IE W/ Ibd 0 6"0a L5026 SLOPED SEAT HANGER - TYP. NEW 2x4 CEILING JOISTS 0 24 "oc I Typical New Ceiling Joist to Beam i HI CLIP AT EACH RAFTER A 20 ® EACH CEILING J015T w/ (4) 16d TO BEAM - ALT SIDES OF BEAM I � H4 CLIP ® EA 2x N (8) 8d NAILS EXISTING CEILING J015T5 ® 24 "oc Typical Beam to Existing Framing 6/53 NEW BEAM/ HEADER PER" - - EXISTING ROOF 5HEATHING t RAFTERS CONT. BEVELED Ii? W/ Ibd 9 b "oa 1 NEW BEAM PER PLAN i i BC4 P05T GAP 4x4 BLOCK DOWN Typical New Ceiling Joist to Nall EXISTING ROOF 5HEATHIN65 t RAFTERS NEW BEAM PER PLAN BUILT -UP P05T PER PLAN - WITHIN EX15T. WALL CAVITY EXISTING CEILING J015T5 EXI5TIN6 DOUBLE TOP PLATE BUILT-UP P05T PER PLAN - WITHIN EX15T, WALL CAVITY EXI5TIN6 50LE 1- EXISTING JOISTS d SHEATHING BC P05T GAP CAI HEADER PER PLAN OVER WINDOW (WHERE INDICATED) A54 CLIP EA SIDE OF P05T VISSER v E ,� _ _ —_ — �. .._ � ar , t+, t "; F. EXISTING ROOF 345 5" 340 WAY 5TIN66 5HEATHING d 51JITE 230 RAFTERS FEDERA KY, WA. 98001 FO UNDAT I ON VOICE: (259) 835 -0810 OVER E FLOOR J015T BEI 1 A34 CLIP AT FAX: (253 83 13 EA J015T Q✓_ 2 a C 2 J a NEW 2x4 CEILING J015TS ® 24 U � O �� and Post �;a _ 0 0 E° Q (2) Ibd TO _ 51DE OF P05T RAFTER EXIST. STUD WALL A ll i Typical New Ceiling Joist to Nall EXISTING ROOF 5HEATHIN65 t RAFTERS NEW BEAM PER PLAN BUILT -UP P05T PER PLAN - WITHIN EX15T. WALL CAVITY EXISTING CEILING J015T5 EXI5TIN6 DOUBLE TOP PLATE BUILT-UP P05T PER PLAN - WITHIN EX15T, WALL CAVITY EXI5TIN6 50LE 1- EXISTING JOISTS d SHEATHING BC P05T GAP CAI HEADER PER PLAN OVER WINDOW (WHERE INDICATED) A54 CLIP EA SIDE OF P05T BUILT -UP P057 TO WALL PLATE 1 - EXISTING CEILING PROVIDE 50LID > BELO J !, JOISTS NEW BLOCKIN6 W I v m �. .._ � ar , t+, t "; F. 5TIN66 � l CONCRETE Q I FO UNDAT I ON — Q OVER E FLOOR J015T BEI ON _� --- Q✓_ 2 a C 2 J A34 GLIP5 EA ` I 51DE OF POST �� d BLOCK E T-J O E - E Typical Beam 2 z Lu U � O �� and Post �;a _ 0 0 E° Q A54 CLIP EA c _ 51DE OF P05T BUILT -UP P057 TO WALL PLATE 1 - EXISTING CEILING PROVIDE 50LID > BELO J !, JOISTS NEW BLOCKIN6 W I v �. .._ � ar , t+, t "; F. 5TIN66 � l CONCRETE Q I FO UNDAT I ON p�� g OVER E FLOOR J015T BEI ON _� --- a C 2 J A34 GLIP5 EA ` I 51DE OF POST �� d BLOCK E T-J O E - E Typical Beam 2 w vi �� and Post �;a _ 0 0 E° Q Z �- _ BUILT -UP P057 �. .._ � ar , t+, t "; F. 5TIN66 > I { q h "" p�� g OVER E FLOOR J015T BEI ON a C 2 J tY tL 13 14 AS 5HOM I �r� O RECEIVED NEW 2x8 HF «I CITY OF TUKWILA EA 51DE OF EX5T. FLOOR J015T - NAIL _ P V ® (2) ROWS Ibd SEP 2 7 2005 J 111 J L I. t � 12 - STAGGERED IT CENTER PERM EX5T. FLOOR JOISTS d BLOCK _ I Header and Post at Closet Wall ! S s I 6 I1Inch IIIIIhh6�111IIiIIIIIIIIlIil2llllll�l�lll�ll3llll�l�lllll�lll III�I�IIIIIIIII IIIII�IIIIIII�I 4) 5) 6I W0 II�IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIII I�IIII ° �' Illll�llll1 llll�hhlllllll�lllllllll�lllllllll�lllllllll�lllllllll�lllll .'?,EEY 7l7L FRAMING DETAILS 05 -144 ,E.. PHOJF,�T BT5 0R."NM: BT5 JE610FIED: MDV 1 -29-05 2nUf D.1TF 53 1pr 41 �a kA 40 Qr REAl-lBNED FOR 'C"ODE C 0 11JANCE P � OCT 0 4 2005 City 01� Tkavila II / ......... .. I IIIIIIIIIIIIII �I IIIIIII I IIII11 2I IIIIII L i III I II 3 I nc h 1/16 41 51 11111111111111 6 1 A)l III..... IIIII�III IIIIII�hIIIIIIII�Illllllll�lllllllli� 'illllllll�lllllllll�lllll RECEIVED CITY OF TUKWILA SEP 2 7 2005 PERMIT CENTER 10 �-q - 2. II it RECEIVED CITY OF TUKWILA SEP 2 7 2005 PERMIT CENTER 10 �1 c� I I .- f '1 �n 1 i 1� f� t � V V t _y N --} ,I v �� v� kv RECEIVED CITY OF TUKWILA SEP 2 7 2005 PERMIT CENTER 8b b6 IIIIIIIIIIIIIIII�IIII�IIIIIIIIIIIIII�IIIIIIIIIIIILILIIIIIIIIILIIIIIIII ( illlll II � � ' � .� I III.,... IIIII�III IIIIII�kIIIIIIII�IIIIIIIII�IIIIIIIII�lllllllll�llllllll I�III II L---j Inch �III�Ii fi lil 1 llill l�IIIIII11 I�III�IIIIIIIII IIIII�III�III�I I 5I 6I A .L I I .- f '1 �n 1 i 1� f� t � V V t _y N --} ,I v �� v� kv RECEIVED CITY OF TUKWILA SEP 2 7 2005 PERMIT CENTER 8b b6 IIIIIIIIIIIIIIII�IIII�IIIIIIIIIIIIII�IIIIIIIIIIIILILIIIIIIIIILIIIIIIII ( illlll II � � ' � .� I III.,... IIIII�III IIIIII�kIIIIIIII�IIIIIIIII�IIIIIIIII�lllllllll�llllllll I�III II L---j Inch �III�Ii fi lil 1 llill l�IIIIII11 I�III�IIIIIIIII IIIII�III�III�I I 5I 6I