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Home My WebLink AboutPermit D03-055 - MINOSYAN RESIDENCE - SUNROOMMINOSYAN RESIDENCE W re 6 12059 46TH W• = J � N LL SOUTH J U- ?. Ui Z F- O Z D03-055 W aj O -' O I-. W W - U — O •Z W U= O H. Z Parcel No.: 3347401220 Address: 12059 46 AV S TUKW Suite No: Tenant: Name: MINOSYAN RESIDENCE Address: 12059 46 AV S, TUKWILA, WA Owner: Name: MINOSYAN, OLEKO V. Phone: Address: 12059 46TH AV S, TUKWILA WA 98178 Contact Person: Name: OLEKO MINOSYAN Phone: 206 856 -5715 Address: 12059 46 AV S, TUKWILA, WA Contractor: Name: . �j //�/e / .7 / ,c ; = / z3,0-4,./7 - / ,c ; = / # T /,t> Phone: Address: , Contractor License No: DESCRIPTION OF WORK: ADDITION OF A 500 SQ FT SEMI - HEATED SUN ROOM. Value of Construction: $ . $46,200.00 Type of Fire Protection: N/A Type of Construction: 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: N Storm Drainage: N Street Use: N Profit: ?? Water Main Extension: N Private: N ?? Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Works Activities: DEVELOPMENT PERMIT 003 -055 Permit Number: D03 -055 Issue Date: 08/01/2003 Permit Expires On: 01/28/2004 Expiration Date: Fees Collected: $1,016.69 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Public: N Non - Profit: ?? Public: N Printed: 08 -01 -2003 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction r t e rformance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 O/e if///c, spa h D03 -055 Date: dam' � i 3 Date: DY. 0 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. Printed: 08 -01 -2003 ww.... .»;::4..44.. r:, A, h.;. ,6.s �;;.:.iL:iu:wu�;>ldti:;:.:x Parcel No.: 3347401220 Address: 12059 46 AV S TUKW Suite No: Tenant: MINOSYAN RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 4: All mechanical work shall be under separate permit issued by the City of Tukwila. 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 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: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 &/e/' M2 ,--- PERMIT CONDITIONS D03 -055 Permit Number: D03 -055 Status: ISSUED Applied Date: 02/14/2003 Issue Date: 08/01/2003 Date: e'.•( Printed: 08 -01 -2003 Site Address: Tenant Name: 11,U9*j Name: OLka Himos5cey Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: \applications\perinit application (I -2003) 1/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit: No. • Mechanical Permit No Public Works Permit No. .(For Office use only) '. 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 ** /a2D59 )tf lre s4 Property Owners Name: ,e0m z 8 LP4t' yta/ Mailing Address: /r 5 «I' ;Lim Mailing Address: Z205? 4'6 i1c t' • AS E -Mail Address: r'Ge/✓ SS � iJ ototai /. eolq Company Name: 74L4 .4l' ;7 -- e-r/ie- Mailing Address: gl(3S /"3 Contact Person: IR /eh 0/0 / A I E -Mail Address: A elitZaHC4ifeAlle. CD /?! Page I King Co Assessor's Tax No.: .;-3 - /.20X6) --00 Suite Number: New Tenant: City City Fax Number: City Day Telephone: Fax Number: Floor: ❑ .... Yes ❑ ..No 91772 State Zip CONTACT PERSON Day Telephone: ( 256 " .S� / 117! State Zip GENERAL;: CONTRACTOR ° INFORMATION .. City Day Telephone: Fax Number: State Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** tk /4 1/3 Off State Zip 02f) 977 - 1 43 ARCHITECT; OF.RECORD` All plans must be wet stamped by Architect. of Record ENGINEER OF. RECORD - All plans must be wet stamped by Engineer of Record City Day Telephone: Fax Number: State Zip BUILDING PERMIT,INFQRM.1.. _ ION 206 -3670 Valuation of Project (contractor's bid price): $ 0 . Existing Building Valuation: $ 00 miSeope offW&M3Tease provide detailed information): fiie.i- t edi 1 (;i9tW (e-1tchSvZ E )� Sr2k-eiVtea'7ce.i, Will there be new rack storage? 0... Yes ❑ .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0...Yes ❑ .. No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: .. Sprinklers ❑...Automatic Fire Alarm ❑...None 0.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x I 1 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water 0 .. City of Tukwila Water District ❑ .. Water District # 125 0... Highline Water District 0... City of Renton Water District Sewer 0 .. City of Tukwila Sewer District ❑.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District 0 .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) \applications'permit application (1.2003) 1/2003 Page 2 Existing Interior Remodel &MdititlttKto Existitigt Stotrlstfe New Type of Construction per UBC Type of Occupancy per UBC ot#t:-o Svc . 2 "d Floor b oo 3 Floor • Floors thru Basement . . Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT,INFQRM.1.. _ ION 206 -3670 Valuation of Project (contractor's bid price): $ 0 . Existing Building Valuation: $ 00 miSeope offW&M3Tease provide detailed information): fiie.i- t edi 1 (;i9tW (e-1tchSvZ E )� Sr2k-eiVtea'7ce.i, Will there be new rack storage? 0... Yes ❑ .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0...Yes ❑ .. No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: .. Sprinklers ❑...Automatic Fire Alarm ❑...None 0.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x I 1 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water 0 .. City of Tukwila Water District ❑ .. Water District # 125 0... Highline Water District 0... City of Renton Water District Sewer 0 .. City of Tukwila Sewer District ❑.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District 0 .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) \applications'permit application (1.2003) 1/2003 Page 2 PUBLIC -WORKS .PERMIT FL _.NATION. - 206 -433 -0179 Scope of Work (please provide detailed information): Street Use: 0 .. Street Use Land Altering and /or Hauling: ❑.. Land Altering: ❑...Cut Storm Drainage: ❑ .. Storm Drainage ❑...Flood Control Zone Sewer Information: 0 .. City of Tukwila Sewer District ❑ .. Val Vue Sewer District []...City of Renton Sewer District ❑ .. City of Seattle Sewer District 0.. Sanitary Side Sewer 0.. Sewer Main Extension 0 ..Private 0.. Public Water Information: . City of Tukwila Water District 0.. Water District #125 0... Highline Water District ❑...City of Renton Water District ❑ .. Water Main Extension 0.. Private ❑...Public 0 .. Water Meter /Exempt: Size(s): 0 .. Deduct 0... Water Only 0 .. Water Meter Permanent #: Size(s): ❑ .. Water Meter Temporary #: Size(s): 0 .. Est. Quantity: gallons 0.. Fire Loop/Hydrant (main to vault) #: Size(s): 0.. Landscaping Irrigation 0 .. Miscellaneous: Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund /Billing: Name: Mailing Address: \applicationalpumit application (1.200)) 1/2003 Please refer. to Public Works Bulletin #1 for fees and estimate sheet. ❑...Channelization /Striping Water ... Call before you Dig: 1 -800- 424 -5555 cubic yards 0... Fill ❑... Curb cut/Access /Sidewalk City Sewer ... [] Sewage Treatment 0 Page 3 cubic yards ❑ .. Hauling City State Fire Line ....0 Zip Day Telephone: State Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System 30 -50 HP/1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind , MECHANICAL ;PERMIT. INFORMATION = 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... [] Replacement .... 0 Commercial: New ....0 Replacement .... Fuel Type: Electric Gas ....[] Other: Indicate type of mechanical work being installed and the quantity below: 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 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 OWNER OR A Signature: Print Name: NT: • •t . 7 c2 V /W_EA' ©S Vre1A7 Mailing Address: /o20 5 1 ,4v' . Date: 662. /L/. Day Telephone: 62,ter) City • State Zip Date Application Accepted: 1 Date Application Expires: Staff Initi als: Ste■ i \applications \permit application (1.2003) 1/200) Page 4 k: — _,..,:�c n..:::::r, <<..a .�w•.u: :�w.:.+...cwY'Y.h v" »a:.i:yiw:w..�,w:.:.:u�a:,tw.: = rla.ir.�:w:,c*` •:;+M;+i s'a ,.3 2c`stid b"•44iStk . > +> } •c Sd�cui {.;41. 0;W1 :•'+1.. •s4ti. ;',!':i : :elniiW Z RECEIPT Q reW Parcel No.: 3347401220 Permit Number: D03 -055 D Address: 12059 46 AV S TUKW Status: PENDING 0 0 Suite No: Applied Date: 02/14/2003 N w Applicant: MINOSYAN, OLEKO V. Issue Date: Ill I N LL. W O Receipt No.: R03 -00187 Payment Amount: 117.81 2 J Initials: SKS Payment Date: 02/14/2003 03:16 PM 0 D User ID: 1165 Balance: $185.75 H W Z F- I- O Z!- W D p U O - Type Method Description Amount 01— WW Payment Cash 117.81 9-7 H- O W Z — • I O ~ Description Account Code Current Pmts Z • Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 OLEKO V. MINOSYAN PLAN CHECK - NONRES 000/345.830 117.81 Total: 117.81 7707, 02/14 ?7:1.6 TOTAL 1'17.17 Printed: 02 -14 -2003 Kati.— i.:�•ti N .>' i. 3: 4n: r�WSLr .aa�va':+f�+J+ie��.i.a�1i3' "w+v...wu.E:.v.w . i z RECEIPT � Parcel No.: 3347401220 Permit Number: D03 -055 JU Address: 12059 46 AV S TUKW Status: APPROVED 0 0 Suite No: Applied Date: 02/14/2003 co w A MINOSYAN RESIDENCE Issue Date: -J H Ww w 2 Receipt No.: R03 -00937 Payment Amount: 898.88 g Initials: SKS Payment Date: 08/01/2003 09:50 AM = w User ID: 1165 Balance: $0.00 Z = I— O z I— • W U O — O I— w W = U Payee: TRANSACTION LIST: Type. Method Description Amount 1 " - r - LL0 : Payment Check 2005 898.88 W z RD Pmts Re -Dist .00 0 co O • I— ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 OLEKO MINOSYAN BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/345.830 000/386.904 613.45 - 117.81 398.74 4.50 Total: 898.88 07 OR /01 - T•i'10 TOTAL 899 88 Printed: 08 -01 -2003 z Project: , MthOSyGi Type of Inspection: r , r tv\ eN l Addre : 059 j i b A S Date Called: 5 — - 1-0` -. Special Instructions: Date Wanted: s -~i �a.mm. Requester: Phone No: 12 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 vo 3 - ds - S (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: C D►M p(k,- CA L- ) F t vv\ ( Inspector: Date: 5- El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: t 1 /ti's S /v74� Type of Inspection: "' 1 6 fret WI I Date Called: �' r tf Address: / / 2o s - `7` 71_s" Special Instructions: Date Wa ted: ' _-7, ,C'a.rri,.. pm. Requester: m 7/i S VA/Li P on No: / / J INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)431 -3670 Approved per applicable codes. Corrections required prior to approval COMMENTS: ( ()V fl" C'tl CM esno {') + C, o evq Inspector: <-72 t� Date: 3 4Q L\ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 COMMENTS: i' £X Or a‘vr)r�� 6'4 S C,A + h C\r\cx)rr \\ n .Pf rP�nv ,S • 10-c 1- Prie -Pr 46k( \v.a enr CkpciC)V -tOt tCivNS ay. u k D ( k:irlo c ; (r?( Ph o: Phone NNo-:�- C'' ar ~S✓ Le hpJ r 5 OK,._ . ) irA{ : \pr'' -\-n \OUSe G r h ,nnavl 't 4, P X 010,514, ALL Type of Ins ec ikon: A dress: 1 OS 't /flit g ate Called: D L r ✓ ('f f 05 Special Instructions: rn `� Date Wanted: 105 f 516 5 p.m. u k D ( k:irlo c ; (r?( Ph o: Phone NNo-:�- C'' ar ~S✓ Le INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT__ CITY OF TUKWILA BUILDING DIVISIONFm,. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 1R Corrections required prior to approval. Inspector: e-ca Date: - S _ 04'A 0 $47 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: r) S v c Type of Ins n,: t‘ `( hsv G�, _ � Address: 1 Date Called: -o 2-i Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - 00 3osS (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:" \ - p (. Date: S- S - 0 J- 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: \ nthOSy Type of I pec ion: 1 -9 l \l f\S Address: 1XO i-U0 . v.S. Date Called: E-5 -0 Special Instructions: Date Wanted: a m. Requester: Phone No: a INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. Inspecto , INSPECTION RECORD Retain a copy with permit ?e X03- o S (206)431 -3670 El Corrections required prior to approval. COMMENTS: Date: -OM $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 1 t �t VAS` vA G Type of_I � �� >? `)C3'-C 1 001 1 r.E Address: P c". LA .4j S Date Called: I S --- S' - 0 Li Special Instructions: Date Wanted: Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - bo 3 -OSS (206)431 -3670 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: Inspector -- 9 Date: . S~ - d 41 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: N/( I -1 tv∎o S\ G h Type of Inspection: ` - ,Apv,o✓ Wot 1 ` \ b c is Address \ ) 1 -16 Au S Date Called: 5 -. S' - CA Special Instructions: Date Wanted: p.m. Requester: Phone No: 16 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0Corrections required prior to approval. COMMENTS: Inspector ;�� i) V TaAJu Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: tMrApe (t . � ��, I 1 O v X C-' \- .,2a3e L}1764 v G vv\ I I o - Vo`Iou ," I CJe6 - 4- i , t,t \ \j Px`1- ( � y At-l• y XVCAV ►►\9 A- 24(A∎ I4 G y1iff co kik? Pf`I Gt e k Q V D r/`_ G ✓1 S c • .) 0, A 4, Ct'' u e 1 p v- I 14 A• _e,et� \ h (A.) S n v\ w u L I b-e to w (. rn. r Requester: 01 6 V( I ( o kA) >n w\ n (1 lc( i^ c h.) ..vl,o t C CPA % r..e vv Pv`4s Pkv c*-1 ; �.e- h 00 c�„, C e l vk v\ n I .. '"4 1 r 2 . r, VY'v‘ , C... ( -0 r -0 h()tJt -Q C'Ovi k1r'C1I (vr G ti ^ rX. V'rn - k r 4) , - ( i ) i , o ✓- c O vor w (i I (, kb l - .) -e. = +' At "(P tr 40 11. 10 v 5e I • wr • I f) by . I !i + J\( - ref{ L7 {) (�I 9 p -Pr ,.. II I Proj 1 (00 S\ I c in S Type of Inspection: r slsizi :Vitt rr G w► r Address: 1 OM C ) '1 1.9 .Au, S Date Called: H— tO —og Special Instructions: f C a l i �-p SC II�GI• p `\ I rye.? :_V aN) Date Wanted: ��v _ ��_ �t (. rn. r Requester: Phone No: p PO 2-gsb - - 11 _ 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: � INSPECTION RECORD Retain a copy with permit Z Corrections required prior to approval. (206)431 -3670 Date: L1 - v L' ❑ S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I C l,' S S S. COMMENTS: - It I\I TOMPO /AiO r Grp P( � P'ilf' e— k y‘t r t - r()IN c � .�` . \ e 4k 14 { 0Y. 4 c� C - ( ;1 1n 4PA ..P'..� 1 C V��A I� t r()w‘ a(CJi1 iP r$ ro ( 01f r\ .> l , ✓v \ r‘v.,' P ?o c� S q Vt r\ \\e!T t4 A - (n i i •)(Ao vvt � ! -4 r (" r ■ s 0 In 4 `+` c'` 0 L! (� � i lt) S. r p LA r-rr rA I <� ,n a to 4' �' 1 ` 1 r, c> , ,1-Q 1 ` 0 faux 1 v\5 r Cat 4 1 ✓. J.._. '1 (AAA ck [_.00AS ( - ' ✓' y L(/441 i n i^ C ` --) rft i "4-1.• u) a. JA ram , vr4 , ;ISL./L ( r w. tl \ - -r< \„, S '1(,,A,. `� vto -P...- { - . ) 1 r o ✓ V A A A I/)P /;( \ 1n f5\A 7o (1 -t ((�� 6 .5 I')4 v 5 Ayr Ati\P 4 rr► 1 IS 0 A rkUr310 5Pv\or 1 v,c, p `a-n V 1 5H- c„iAR CA L, ,l\‘o wrtL., v‘ `et' \l to lill �V0 SO4 * \■ 4 k d ) Project:, 1 y ► 1 1V1/l.ZS.Q?4' /� , / - ,, , Type of Inspeec ion: ri 1 "' 1 Address: A O SI 1 7 �,( LQ •A4i , S i Date Called: W �/ 0� Sp cial Instructions: 1 Date Wan 1°1-f ' a.m p.m• Requ st V *e }Y .'inos 61, Phone No: (2cN SC — C "-' IS INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 j3_655 • P .. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector`" (An Date: ° L - I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: S Pe/ COMMENTS: C O 2 /i 2 l-- i /2 /9/72 i4/ -- , z9 f) . (4) t ‘.90/e— _ 74/5 2/L477 A) — giVe c/ Address: iA 5 D . 8) , T_ Si/cA TH.ii✓, -- 4 i2 we (I Date Called: /D-.2.2_,-d3 Date Wanted: a.m. / 0'-23 —C.V 3 p.m. Special Instructions: ■ " Requester: C► / e/L O ill /Ale syn / Project: / No S , i /� Type of Inspection: `' 'C-'" / 0,J ' &* Address: iA 5 z/& »& Date Called: /D-.2.2_,-d3 Date Wanted: a.m. / 0'-23 —C.V 3 p.m. Special Instructions: ■ " Requester: C► / e/L O ill /Ale syn / Phone No: 0 4:,-- g5' -5 2/ .---- 173 4pproved per applicable codes. INSPECTION RECORD Retain a copy with permit 00 3 -055 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Corrections required prior to approval. Inspe tor: Date: /0 --.2 - ©3 $47.00 REINSPECT! N FEE R Prior to inspection, fee must be paid at 6300 Southcenter Blvd., it 100. Call to schedule reinspection. Receipt No.: Date: Project: L/ /.0 L LA ... _! Type of nspection, to , Li i t dm, Address: jZOS9 47/ s Date Called: ` q ' le7 — 0.3 Special Instructions: Date Wanted: �_ // b a . Requester: /n /` p � t(�Y /IJL Phone No: x_60 — s7 /s INSPECTION RECORD � —� Retain 'a copy with permit v03 —0 INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) Approved per applicable codes. Corrections required prior to approval. COM M ENTS: ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: a: i. r .`i4sa41'..o1wM1'Iab�lr'L'�11�a+ ± c�.- ti. �rbllnb�sclq�elk�d .+Ya .v- 4i....Y.:.w 1 Project: , 4 S � ,J Type of Ijspection: _ c (aw Sid �d7/ Address: _ i2o5 9 Y6 X s Date Called: e Special Instructions: Date Wanted: ?- </-61 3 m a . (....7. Requester: �� (J6,&' / /705'c/u 0.7 Phone No: /� ..2a6 "3 INSPECTION RECORD Retain a copy with permit . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3 71..5" (206)431:3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 7 OP wOR,e P(2144 fikle c .00 REINSPECTION FEE I4EQUIRED. Prior t inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. 91 to schedule reinspection. Date: Iceipt No.: Project: Type of Inspection: Address: G /?j /(p -V6) "'e s Date Called. 7 /7-o. Special Instructions: `�`„ �cLC''' `._ �' Date Wanted: 7-/� -- O3 ( a.m. •.m. Requ ter: / / , 6GC/7 4 " � ✓� Phone No: ,.„?.e' .‘ - 07)7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 b33-0.58 -058 PERM 4* U� (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: InspectorWe Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: r 1 /', ,/� t = f e 1-; 1 ( - Ik.) 4F .C�' A re s: \ 19 i 1 ► T r 6 4 Date Called: 2 3( 03 r i lA 0 is . D ,,(1),e. c. �� 'p- .f' /- 5t-yv. p A it AJ c - i Request - � Pho a No: - 1- 11U ii I Lel---1.0v -Cy vw. 0 ra ,r■ „.*) P ct: e Type of Insp Eiortd A re s: \ 19 i 1 ► T r 6 4 Date Called: 2 3( 03 Specia Instructions: /� ` j V f t" '''..- Date Wanted: �� 'p- r---- .m. Request - � Pho a No: - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - (206)431 -3670 1 Doi - o - 7 '... 174.... ,, 0 Approved per applicable codes. rrections required prior to approval. 1 spect.r: • D te: 00 REINSPECTIO FEE.REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: NOTICE AND ORDER STOP WORK gUILDINO DMSJON REVIEW March 3, 2003 Clcntl men, CORRECTION I. TR.#.. tb d City of Tukwila Building Department Tukwila,Washington Re: Minosyan Residence Addition 12059 46 Ave. S. Tukwila, Washington 98178 Application #: D03 - 055 We have reviewed your plan check dated March 18,2003, and our response to your structural comments in numerical order are as follows: 1. Plc= sec the new 6x8 D.F #1 beam, between the existing residence and the Sun room addition, nupportinng the raftero, See attached oaloulationu and detain, 3. Please see the new beam line. and the reinforced concrete Ibotings supporting the floor joists. See Attached calculations and details. RECEIVED CITY OF TUKWILA Wynn hnvo AN 9wantinnn plasma gilt. as a call, Sincerely, Kftuletl Y. Sabin , P.C. Doi - u55 LL1�b btk LLV i ukwil. Building Drvv,I<,n 6300 SuuthCt'titer Blvd Tukwil. i. WA '1R1$8 206 -431 -3670 I 2t_,,0$ I AtPA. P11a.' CITY OF TUKWILA A PPROVED JUL 3 0 2003 ASNOlLD SAB CONSULTING STRUCTURAL. ENGINEERS INC. 2200 MERCHANT WAY EVERE'IT. WASHINU'IUN 982011 TEUPAX (425) 319 9025 E•MAIL.: KSABRAUWORLDNET.ATT.N}?T MAY 2 0 2003 PERMIT CENTER E bdAJNIVN4 oauvb Wd P . kill kUUL —k t —ACW i:,:,:..A1.+ F.;n4 khxis,�M °u't5::x.i,�G�n'xr s.d • 7 c it==ir= iil =To ,1 42" MIN. GUARDRAIL 4 1 Nti./ I 6 " K r 6' ( 4 1 4 Ttl tit (=o ctrl wG. w/ z- *4 Garr~ c A . w•AY. ()HOER' C A tl' .. DF Me W 4 x 8 r}c:/+ikai naa ll& EX. CRAWL SPACE B . -1 " Mai 5' -5" ,Nat4gkili Dr ,i 1. 2X8 LEDGER W/ 2-1/2 LEG L.. -...- l W SP E l--- . ..� AV si F"1 .2 tog /- 12X12 PIER BLOC .< (rip.) 6 -1" m 0' ,/ire1.4 / 1 =6'' X !4 114ICX F007■14a. E3 ,4-r EA. w4-y. RD Sk1 Kik viCiP 6'- II • mis t rz,0 4 2,, ti o ‘ cr 9Y 0 " 5 "AS BUIL D" SCALE: 1/4 "=1' -0" FOUNDATION PLAN "AS BUILD" SC LE: t /4" =1 -0" 43 fHa 5'tArd R•..5 _ 0 z '~ W re 6 U O 0 (I) 0 w J H co wO u Q I— w I— I— 0 Z ~ • w O — O I- w u_ w z U= O 1 " - z RYli {4.a skoo -i Res. AOOs 1 i. 42" MP. w Os �► ,��w 4 4 f col.✓ RAFT ,s AT A„DO + 7-' o N LINE OF SOFFIT ABOVE new fxe D.F3 -1 HeADC1 AT Dvo R W/ . 1 _ cAlePiz S r%I D 2X8 LEDGER W/ 2 G BOLTS 16" O.C. At 9 %1 4X8 HOR. CONNECT W/ MST 48 4X8 HDR. IMM 41.1.111. tow 36' -2" ROOF PLAN "AS BUILD" SCALE: 1/4 " -1' -0" z J4,/2 siy.5?i `4fi i w �.Y:�'. !. Ott I "J.. CC 0 x C P1NECT W/ MST 48 4X8 HOR. I TYPO DS T o ki) DSN�E ----� STORM DRA)N N z ; e-Z re W JU U O CO CO 41J J = 2 �LL { W O 2 W tx CO w ~ _ ZO 2 o uj C.) 3 O FF-- c = w u O a Z w m C.) O F- 2 z m m U) 0 „,,,11141,Y,,,,orrr,r At'grnrpAry/R.,,„: . MAY �8:6 PM SABRA ENGINEERS 1 1 425 379 9025 1 ! . ! ■ • ; • I I. L I P.04 i l • 1 i 1 ; 1 • ...1 1 I I 1 t i 1 • . • t•I• 1 1 1 I il I I 1 I t t . 1- - : --- ■* -- 1 - 1 --4 I ' ! 1 • I 1 1 • i : . 1 . t 1 ” 1 1 j I I 1 1 • . 1 . • • ! I . I i I I i I ! . li , f I I 1 I • i 1 • ; ; I I I . I 1 I ! I . • I _I .1 i t 1 I.. 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I • 1 • I I • i -; ; • I i 11 T • inIchiLm , r 425 379 9025 r- I ' i „iv • 714- ,1 1 - .:217, I : .--:.- 1 --!-- ' r----1-1-)1 ; ; i - - a em•firli oil 1 ri I 1 - i I ; I HI I I I - I. r 1 !r i I ..____ • __ 1 I I I • 1 ....1 -"" r".....''I I I I .-1. I . I I ! P. 05 I; 4 L -1-- • II (111, I 4 3 n9 I • ; • ! - 1 - !. 1 I 1 . i AQN 1 1 • ; 1 1 — 1 1 ! r" -- 5 141- ` 1444 ■1 1 l e IA i I 5441ci.C _ F _ I •• 1 • "1 I I : _ _ _. , :r_.-1.1 i-Ii4c.o_____I, i 1 T 1_1_ ! • I I . Vi - I.1:ci 5 c l . i 1 ell : — r .." 1 -- I : --- ..., I .4.1 i I ' . I I , , • i I 1 1 ! • ! 1 I I , ! • , I . . , 1•• ; ; 1 1 1 ! --1 I ' 1 I , i • , . , • , 1 ri lli l , . ".".." 1%6: irldtgli I ' 0 1 co ; r . ik ii iiiiciJ -- • -r.-- ._. FI I --- ,.. r. a._ - - - . _41 -- - Al .... — -- ..—■ t [ ........... — 4.."..s.. ID ......_.. /25'11A- ..... _....... I cuy_ 1 ........ Ai • fr ....s ...?•7 i ii • -?13 " ..................... . • - - --- Vtil VS " Ver - .ir It ....._.... ._ ..._.......... • . . VI . 1 . X] i ___. . „..-----"- i ..... • --... ._. Nwric) ..... .... •-••••••-• II 1. ...._... . •• -•- . . .......... . ..... .. - 1 ................_ 1 ........ .. • 4.0 II ........ AI #..411111111 p3113S t v , rz .00 1 =-1- 0 . • ‘. ''• 1:C/ MAY-13-2003 08:39 PM • • , • • - I .'. .••• SABRA ENGINEERS . Vm 4 " , 91 , 7 , 4 425 379 9025 P. 06 ' 1 • L 0 "d General Information Section Name 6,8 Seam Width Seem Depth Member Type Load Dur. Factor Beam End Fixity Full Le Uniform Loads Carder Left Cantilever Right Cantilever Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max Q LeR Support Max a Right Support Max. M allow fb 1,134.98 psi Fb 1,55250 psi Dsfisctlons Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.6 • CLL. a Center ® Left Right Stress Calcs Sending Analysis Ck 26.036 Cf 1,000 CD Center Left Support Right Support Sheer Analysis Design Shear Area Required Fv: Allowable Bearing S Supports Max. Left Reaction Max. RigM Reaction Le Rb SABRA CONSULTING ENGINEERS 2200 MERCHANT WAY EVERETT, WASHINGTON 95205 (425) 379 -0025 ksabraaworidnetattnst U�w IN•01060* Yet 5.e.0. 2.8ep-2002 302002 e,kgScMae Description Typical Beam between existing and addition DL DL DL 5.5001n 7.500 in Sawn 1.150 Pin -Pin Summary -' Spann 12.75ft, Beam Width = 5.500in x Depth 7.5in, Ends are Pin -Pin galiticiag -0.173 in 8.375 ft 884.5 Defl) 0.259 in 0.000 in 0.000 In 0.731 ; 1 4.9 k -ft 6.7 k - ft 4.88 k -ft at 8.376 ft 0.00k at 12.750 ft 0.00 k -ft 0.00 k -ft 6.87 fv 50.30 psi Fv 97.75 psi 0.000 ft 0.000 4.88 k -ft 0.00 k -ft 0.00 k - a Left Support 2.07 k 21.224 in2 97,76 psi 1,53 k 1.53 k SZ06 6L£ SZb General Timber Beam 90.00 OM *ft ant Total L oad -0.461 in 8.375 ft 331.71 LL LL LL Reaction9... Left DL Right DL Title : Minosyon res. addition Degnr: Kholed Y. Sabra, P.E Description : Scope: Beams Calculations are designed to 1997 ND8 and 1997 LJBC Requirements Center Span 12.75ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.1 Fb Base Allow 1,350.0 psi Fv Allow 85.0 poi Fo Allow 626.0 psi E 1,600.0 kat Bearing Length Req'd Bearing Length Req'd 150.00 /rift irift a/ft Maximum Shear • 1.5 Allowable Shear: Left Cantilever... Deflection ...Length /Deft Right Cantilever.., Deflection ...Length/Deft Camber; 0.57 k 0.57 k Sxx 51.563 in3 Area CI 0.000 d 37.70 in3 0,00 in3 0.00 In3 'Right Support 2.07 k 21.224 in2 97.75 psi S2133NI!N3 VNEMIS 2.1 k 4.0 k . Left 1.53 k Right 1.53 k Left 0.000 in 0 Center 0.259in a Right 0.000 in Max 1.53 k Max 1.53 k Read Load Total Load 0.000 in 0.000 in 0.0 0.0 41.250 in2 Allowable fk 1,552.50 psi 1,552.50 psi 1,662.60 psi 0.445 in 0.445 in Jobe 20311 Date: 7:46PM, 13 MAY 03 Page 1 a1m dooumwdct2003120311tirglabs .ov:Glo 0.00 n 0.00 It 0.00 ft Beam Design dK 0.000 in 0.000 in 0.0 0.0 Wd 2V:80 £002- £T -AVW awe• «ww • . .n.. +47Ve44 7...'; 80'd SABRA CONSULTING ENGINEERS 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 (425) 379-9025 kiebraillworldnetattmt rift HMV Wet KV•0E070af. VN aiA 2.6.p.2002 (c)t*.2002EAERCl4& h Co+mx• General Timber Beam Description Query Values M, V, & D A Specified Locations m Center Span Location . CD Right Cant. Location ■ Left Cant. Location s Typical Beam between existing and addition SZO6 642 SZt' 0.00 ft 0.00 ft 0.00 ft Moment 0.00k-ft 0.00k-ft 0.00 k -ft Y Title : Minosyan teS. addition Job 0 20311 Dspnr: Khaied Y. Sabra, P.E Dab: 7:48PM, 13 MAY 03 Description : Scope: Beams Page 2 alms dcc rn,ntM2000■2031 NenaltalattV.t * i Sheer 1.53 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in SN33NI!N3 aiaes Wd St,:80 £00Z- 2T —AtiW User. KV•000X 11. Vol 31.6, 2- U.p•2002 io y1a34062 ENEMA= Engine schlgSoRw■. General Timber Beam Description Max span for new beam - at floor General Information Load Dur, Factor Beam End Fixity Center Left Cantilever Right Cantilever L Summary Spans 10.75ft, Beam Width = 5.500in x Depth • 7.5in, Ends are Pin -Pin 0.959 : 1 5.6 k -ft 5.8 k -ft at 5.375 ft at 10.750 ft 60•d Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max it Left Support Max GI Right Support Max. M allow lb 1,294.30 psi Fb 1,350.00 psi [Deflections Center Span... Deflection ..,Location ,,.Length/Deft Camber ( using 1.6' ® Center 4 Left Right I Stress Caias - -- Bending ArWiysis Ck 27.920 Cf 1.000 al Center ® Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing Supports Max. Left Reaction Max. Right Reaction SABRA CONSULTING ENGINEERS 2200 MERCHANT WAY EVERETt, WASHINGTON 98208 (425) 379 -9025 ksa br.Pworldnstatt.net Le Rb DL DL DL 5.56 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 5.80 fy Fv Dead Load -0,102 in 5.375 It 1,285.0 D.L. Dell ) ... 0.153 in 0.000 in 0.000 In 0.000 ft 0.000 Max Mor>�t 5,56 k -ft 0,00 k -ft 0,00 k -ft ® Left Support 2.76 k 32.428 1n2 85.00 psi SZ06 6L£ SZb 105.00 #m atft ant 68.82 psi 85.00 psi Total -0.374 in 5.375 ft 344.99 LL IL LL Reactions... Left DL Right DL Title : Minosyan res. addition Degnr: Khaled Y. Sabra, P.E Description : Scope: Beams Section Name axe Center Span 10.75 ft Lu Beam Width 5.500 in Left Cantilever ft Lu Beam Depth 7.500 in Right Cantilever ft Lu Member Type Sawn Douglas Fir - Larch, No.1 Fb Base Allow 1,350.0 psi 1.000 Fv Allow 85.0 psi Pin -Pin Fc Mow 625.0 psi E 1,600.0 ksi • Calculations are designed to 1997 NDS and 1997 UBC Requirements I Full Len • h Uniform Loads 280.00 *ft em Maximum Shear Allowable Shear: Camber: 0.56 k 0.56 k Left Conti ver... Deflection ,,,LengthlDefl Right Cantilever... Deflection ...Length/Deft 5x4 51,563 in3 Area CI 0,000 Sxx ReQd 49,44 in3 0.00 in3 0.001n3 Right Support 2.75 k 32.428 In2 85.00 psi *1.5 02 Left Right Left CI Center 41 Right Max Max Dead Load 3gthi Load 0.000 in 0.000 in 0.0 0.0 41.250 in2 Allowable fb 1,350,00 psi 1,350.00 psi 1,350.00 psi 2.07 k Bearing Length Req'd 0.602 in 2,07 k • Bearing Length Req'd 0.602 in S2133NIDN3 ONEIWS Job 5 20311 Data: 7:45PM, 13 MAY 03 ermrdoeumontd200520311.ngloaa .0 . 0.00 ft 0.00 ft 0.00 ft Beam Design OK 2,8 k 3.5 k 2.07 k 2,07 k 0.000 in 0.153 in 0.000 in 2,07 k 2.07 k 0.000 in 0.000 in 0.0 0.0 I Wd 9b :80 £00Z- £T -AOW �.�.�,�.�:� •�at��,irx:trvdi, 0 - d SABRA CONSULTING ENGINEERS 2200 MERCHANT WAY EVERETT, WASHINGTON 08200 (425) 370 -0025 kesbraeworidnetattnet ue« uV•0606031. Yer 610.2•Se >200: a 19E00 D2 ENERCALC El** BoRVatt Descri ption Max span for new beam at floor Query Values SZ06 6L£ SZ1' General Timber Beam Title : Minoayan res. addition Diprw: Khaied Y. Sabra, P,E Dew ription : Scope: Beams Job # 20311 Date: 7;45PM, 13 MAY 03 Page 2 ov ngAournenisk201 =311NnptcikeAwCalo M, V, I D4) Specified Locations Moment Shear Deflection ft Center Span Location = 0.00 ti 0.00 k -It 2.07 k 0.0000 In a Right Cent. Location Ng 0.00 it 0.00 k-ft 0,00 k 0.0000 in la Lett Cont. Location • 0.00 it 0.00 k -ft 0.00 k 0.0000 in S2133NI9N3 toNatis Wd L$':60 £00Z —£T —M W I ' TT • cl P4cr: 060000 Use; KV-0606036, Yoe 6 6.0. 2•Sop.2002 General Timber Beam (c 11634002 C6606CALC engineer; Satyrs Description General Information Section Name 2x11 Seem Width Seem Depth Member Type Load Dur. Factor Beam End Fixity !Deflections Spann' 11.75ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max Left Support Max § Right Support Max. M allow fb 1,166.23 psi Fb 1,173.00 psi Center Span... Dead lseag Deflection -0.139 In ...Location 5.875 ft ...Length/Defl 1,018.0 Camber ( using 1.5 • D.L. Dell) CI) Center 0.208 In Left 0.000 in e) Right 0.000 in [Stress Cala Sending Analysis CI 31.715 cf 1.200 C) Center CD Left Support 18 Right Support Sheer Analysis Design Shear Area Required Fv: Allowable Bearing Supports Max. Left Reaction Max. Right Reaction Max span for existing floor joists Le Rb SABRA CONSULTING ENGINEERS Title : Minosyan res. addition 2200 MERCHANT WAY Degnr: Khaled Y. Sabra, P.E EVERETT, WASHINGTON 98208 Description : (425) 379.9025 ksabrafgworidnet.ett.net SZOG 64£ GZ Center Span 11.75 ft Lu 1.500 in Left Cantilever ft Lu 7.250 In Right Cantilever ft Lu Sawn Hem Fir, No.2 Fb Base Allow 850.0 psi 1.000 Fv Allow 75.0 psi Pin-pin Fc Allow 405,0 psi E 1,300.0 ksi i Full Length U_ n !form Loads Center DL 20.00 «11 Lt. Left Cantilever DL. Wft LL Right Cantilever DL OM LL = 1.500in x Depth 7.25in, Ends are Pin-Pin 0.994 : 1 1.3 k-ft 1.3 k-ft at 5.875 It at 11,750 ft 1.28 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-tt 1.28 fv Fv 0,000 ft 0.000 hisaMmni 1.28 k-ft 0.00 k-ft 0.00 k-ft Left Support 0.59 k 7.860 in2 75.00 psi 0.43 k 0.43 k 54.21 psi 75.00 psi -0.512 in 6.876 ft 275.13 Scope: 1300MS Calculations are deeIgned to 1997 NOS and 1997 UBC Requirements Reactions... Left DL Right DL Sxx 13,1411n3 CI 0.000 21x 131sisi 13.06 in3 0.00 in3 0.00 In3 Right Support 0.59 k 7.3430 In2 75.00 pal Bearing 'Length Reo'd Bearing Length Recd 54.00 Mt #/ft #/ft Maximum Shear Allowable Shear; Left Cantilever... Deflection ...Length/0e Right Cantilever... Deflection -Length/Dell Camber. 0.12 k 0.12 k * 1.5 Left at Right at Left Center It Right Max Max Area 10.875 In2 AJJQwabI 1,173.00 pal 1,173.00 psi 1,173.00 pal SHINE VNEEVS 0.716 In 0.716 In Job # 20311 Oats: 745PM, 13 MAY 03 Page 1 a*" doowntntri2003‘20131 0.00 ft 0.00 ft 0.00 ft Repetitive Member Beam Design OK 0.8 k 0.8 k 0.43k 0.43 k 0.000in 0,208 in 0.000in 0.43 k 0.43 k Dead Load Total iwf 0,000 in 0.000 In 0.0 0.0 0,000 in 0.000 in 0.0 0.0 1 1 Wd 6V:80 200Z-2T-AlOW : • 441/444 :144.1.a: A" '1.54:4“33417,14.0,1h.,' Uatft16.401 Wt 15.•.4 2-9.p.2002 L le 10124002 DEFICALCE Sanwa. " d Description C Center Seen Location GI Right Cent. Location g Left Cent. Location SABRA CONSULTING ENGINEERS 2200 MERCHANT WAY EVERETT, WASHINGTON 95205 (425) 379.9025 Itsabra@worldnetatt.net General Timber Beam Max span for existing floor joists SZO6 6L2 SZ 0.00 ft 0.00 ft 0.00 ft 0.00k-ft 0.00 k-ft 0.00 k-ft Title : Minosyan res. addition Dsgnr: Khaied Y. Sabra, P.E Description: Imps: Beems Job • 20311 Date: 7:46PM, 13 MAY 03 Page 2 cirrs Socumentsi200203 I litngwalormos.Cala QUOry pis...mminimismeememonimmommenimmemilisimiummmon fat, V, & D e Specified Locations Moment Shear Deflection 0.43 k 0.0000 in 0.00 k 0.0000 in 0,00 k 0,0000 in • t3 SNa3NIDN3 maays Wd OS:80 200Z—ET—AVW z 6 re 6 M 0 O 0 tO • W W la 0 U -±a 1_0 0 O 2 1 o L6.1 LI z 0 Pi v • r iiyi kooit 1 #.5" 3" SLIiV ROOM 36'1 MADV FE DOR 71452' imilienelliMESSIONsmagra CITY OF TtimiLA APPROVED JUL 3 0 2003 As O TEo 7 g 3 F 7 5C.1:754.77,6551 - E_414.71, Mom CAMS-E 25' RECEIVED CITY OF TUKWILA PERMIT CENTER 23' l•ons /0/ Pervir4 EASE F r February 2, 2004 Oleko Minosyan 12059 46th Avenue South Tukwila, WA 98178 RE: Permit Application No. D03 -055 12059 46th Avenue South Dear Permit Holder: Cizy of Tukwila Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Thank you for your cooperation in this matter. Sincerely, Stefania encer Permit Technician Xc: Permit File No. D03 -055 Bob Benedicto, Building Official • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension on to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to April 20, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206-431-3665 Dear Mr. Larson: TUKWILA BUILDING DIVISION 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 290 -431 -3670 Dave Larson, Senior Inspector RE: BUILDING DIVISION REVIEW Minosyan Residence Addition, D03 -055 A L A Architecture 8435 NE 143 -rd Street, Bothell, WA 9801 1 (425) 820 -2521 - Fax: (425) 9650 -6990 AA April 2, 2004 1. I checked by the client request the existing structure and loads for 2 feet overhang (cantilever floor). The roof span is 18 feet, new roof is 12 feet. Floor is 2x10 @ 16" o.c. I took 40 PSF for roof load and 50 PSF for floor load. (I did not take any reduction for slope.) It right on the edge, but it works without proposed interior columns and beams. ( See Attached Calculation and Droving.) 2. I corrected the roof plan adding roof ventilation. I believe that these corrections should satisfy all of the remaining issues identified during building review and inspections. If you have further questions, or need additional information, please call. Sincerely, Arthur Adamov RA Architect RECEIVED rj) nil COMMUNITY DEVELOPMENT ...u.4wndS�.�'fuf...ti:�1:'w.a: nod :'«.wkC.L.t ,shy • `� �.S .. 42C3i.1e+...,..�i1:..:la:i;Ss+e v:.: �saJJilul .l.. i: ..4�w.,...J:Ji< +t:r�J W>.i..r'r1i....#.iiiu J::u.;zt(fiY`uKvKX1i �• . ... : �i Ll+ rrvta: it A PROVIDE 1' MIN. GAP FOR VENTILATION (HAS BEEN PROVIDED) --�_ TYPICAL EX. WALL VMIYL. SIDING 1 -LAYER 1/2 PLYWOOD 2X4 SIDS 0 16' O.C. R -13 FIBERGLASS INSUL KRAFT FACED 1 -LAYER 1/2" GWB 4X8 BEAMS PT 4X6 COLUMNS. TYP. PIER BLOCK W/ SIMPSON EP846T :AST CT CONCRET FOUN2 TTON Arthur Adamov ALA ARCI it TECTURE 8435 NE 143rd Street Bothell, WA 98011 O 'v 11' - 6" 17' -8 1/2" SEE ATTACH STRUCTURAL EXISTING SYSTEM WORKS WITHOUT NEW INTERIOR CODUMNS 1 3' -4' 5' -0' SECTION A "AS BUILD" SCALE: 1/8 " =1' -O" CONNECT W/ MST 48 4X8 NOR. ROOF PLAN "AS BUILD" SCALE: 1/8 " =1' -O" s 36' -2" O m CCNNECT W/ ±1ST 48 ROOF VENTILATION 427 S.F. / 300 - 1.42 S.F. VENTING REO'D .42 S.F. / 2 0.71 S.F. VENTING AT ROOF RIDGES. 0.71 S.F. / .44 - 2 (8'x8 ") VENTS REVD. (4- PROVIDED) REGISTERED CHITE ROOF FRAMING NOTES 1. ALL RAFTERS TO BE: 2X8 HF #2 AT 16' O.C. TYPICAL U.N.O. 2. ROOF PITCH TO BE 4:12. TYPICAL UNLESS OTHERWISE NOTED. 3. ROOF OVERHANG TO BE 24 ", TYPICAL UNLESS OTHERWISE NOTED. 4. PROVIDE SIMPSON HI OR H2.5 FRAMING ANCHORS AT EVERY OTHER RAFTER & EVERY RAFTER 4' -0" FROM CORNER. 5. VENTED BLOCKING OVER SUPPORTS 6. PLATE HEIGHTS: • MAIN FLOOR 8' -I ", TYP. U.N.O. 7. RRACI•:G: (STICK FRAMED AREAS ONLY) (2) 2X4 UP 10 10' LONG. • 2 2X6 10' TO 14' LONG. • 3 2X6 OVER 14' LONG. 8. CONTRACTOR TO VERIFY LOCATION OF AU. ROOF SUPPORT BRACING OR POSTING AND PROVIDE ADEQUATE BEARING TO FOUNDATION. DS STOR SYSTEM TYP. 12059 46th Ave. S (D03 -055) Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Pt loads: i R1 = 256 7873 BeamChek v2.4 licensed to: ALA ARCHITECTURE Reg # 2308 -64453 Single joist with overhang Date: 8/02/03 2x 10 DF -L #1 @ 16 in. oc Lu = 2.0 Ft Lu @ OH = 0.0 Ft Overhang, Repetitive Use, No Splits, NDS '91 Min Bearing Area R1= 0.4 in R2= 2.4 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 12.0 ft 0# 0# 1733 '# L/240 Reaction 1 TL 256 # Maximum V 933 # Max V (Reduced) 882 # TL Actual Defl L / >1000 Reaction 2 TL Overhang Length Total Beam Length OH TL Actual Defl 1478 # 2.0 ft 14.0 ft L/821 Section (in Shear (in TL Defl (in) 21.39 16.86 OK 79% 13.88 6.96 OK 50% 0.02 0.60 OK 3% 0.06 0.20 OK 29% Base Values 1000 Base Adjusted 1234 95 190 1.7 1.7 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.15 1.00 1.00 2.00 (No Splits) 1.00 1.00 1.00 CI Stability 0.9753 Rb = 14.26 Le = 4.12 Ft Kbe = 0.439 CI Stability @ OH 1.0000 Rb = 0.00 Le @ OH = 0.00 Ft Point TL Distance Par Unif TL Start End F = 800 (OH) Fb (psi) 2.0 Fv (psi) E (psi x mil) Uniform' TL: 67 = A K = 67 (OH) OH TL Defl Fol. (psi) Uniform Load A K J EGISTERED RCHITFC1 BACKSPAN = 12 FT R2 = 1478 OH =2 FT (Uniform Ld on Backspan) 0 Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. 2.0 Arthur Adamov ALA ARCHITECTURE 8435 NE 143rd Street Bothell, WA 98011 Dear Mr. Larson: TUKWILA BUILDING DIVISION 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 290- 431 -3670 Dave Larson, Senior Inspector RE: BUILDING DIVISION REVIEW Minosyan Residence Addition, D03 -055 A L A Architecture i 8435 NE 143 -rd Street, Bothell, WA 98011 I uilll� I�Ii � (425) 820 -2521 - Fax: (425) 977 -9432 Ilia IIIlIIIIiill111111 AA@artarch.com May 19, 2003 We are submitting the following responses to review comments identified in your letter dated June 10, 2003: 1. We propose to use standard continuous footing. See the drawing. This way continuous foundation would bear gravity loads as well as lateral forces. The %s" OSB and nailing used is OK for shear wall and subject for an inspection. We believe that these corrections should satisfy all of the remaining issues identified during building review. If you have further questions, or need additional information, please call. Sincerely, Arthur Adamov RA Architect N, 11rOF71VkD 4. :11 Jl 2 1 2003 PERMIT TENTER CORRECjION LTR# �� 1 t. pp , II_ 1r1� { {IIIIll �� a IIIJHI!Iio�I�f11�I11 iII �I��IIIOilvii TUKWILA BUILDING DIVISION 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 290 - 431 -3670 Dave Larson, Senior Inspector RE: BUILDING DIVISION REVIEW Minosyan Residence Addition, D03 -055 Dear Mr. Larson: We are submitting the following responses to review comments identified in your letter dated June 10, 2003: 1. We propose to use standard continuous footing. See the drawing. This way continuous foundation would bear gravity loads as well as lateral forces. The %" OSB and nailing used is OK for shear wall and subject for an inspection. We believe that these corrections should satisfy all of the remaining issues identified during building review. If you have further questions, or need additional information, please call. Sincerely, Arthur Adamov RA Architect A L A Architecture 8435 NE 143 -rd Street, Bothell, WA 98011 (425) 820 -2521 - Fax: (425) 977 -9432 AA@artarch.com May 19, 2003 RECEIVED f.ITY OF TI Jut 2 1 2003 PERMIT CENTER CORRECTION -m 1)0 3• -t,.it�:'a .7211•i.f,"4•'; Dear Mr. Larson: • Ioiii'lllliIIIII li i'I I��YiiIIIL'I;11 TUKWILA BUILDING DIVISION 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 290 - 431 -3670 Dave Larson, Senior Inspector RE: BUILDING DIVISION REVIEW Minosyan Residence Addition, D03 -055 A L A Architecture 8435 NE 143 -rd Street, Bothell, WA 98011 (425) 820 -2521 - Fax: (425) 977 -9432 AA @artarch.com May 19, 2003 We are submitting the following responses to review comments identified in your letter dated March 18, 2003: 1. Structural corrections per attached structural response letter, calculations and drawings. 2. The exception we intended to use for building envelope is Washington State Energy Code 101.3.1.2, Providing that it is neither heated space by Chapter 2, nor cooled by a non - renewable energy source. 3. Structural corrections per attached structural response letter, calculations and drawings. 4. The one inch air space is provided at roof insulation, which is reflected at the drawings now. 5. Crawl space is provided and now shown on the drawings. 6. Lag bolts length is 8 ", which is now shown on the drawings. We believe that these corrections should satisfy all of the remaining issues identified during building review. If you have further questions, or need additional information, please call. Sincerely, Arthur Adamov RA Architect CORRECTION LT R #, RECEIVED CITY OF TUKWILA MAY 2 0 2003 PERMIT CENTER Do i -0�5 SECTION 101 -- SCOPE AND GENERAL REQUIREMENTS 101.1 Title: Chapters 1 through 10 of this Code shall be known as the "Washington State Residential Energy Code" and may be cited as such; and will be referred to herein as "this Code." 101.2 Purpose and Intent: The purpose of this Code is to provide minimum standards for new or altered buildings and structures or portions thereof to achieve efficient use and conservation of energy. The purpose of this Code is not to create or otherwise establish or designate any particular class or group of persons who will or should be especially protected or benefited by the terms of this Code. It is intended that these provisions provide flexibility to permit the use of innovative approaches and techniques to achieve efficient use and conservation of energy. These provisions are structured to permit compliance with the intent of this Code by any one of the following three paths of design: 1. A systems analysis approach for the entire building and its energy -using sub - systems which may utilize renewable energy sources; Chapter 4. 2. A component performance approach for various building elements and mechanical systems and components; Chapter 5. 3. A prescriptive requirements approach; Chapter 6. Compliance with any one of these approaches meets the intent of this Code. This Code is not intended to abridge any safety or health requirements required under any other applicable codes or ordinances. The provisions of this Code do not consider the efficiency of various energy forms as they are delivered to the building envelope. A determination of delivered energy efficiencies in conjunction with this Code will provide the most efficient use of available energy in new building construction. 101.3 Scope: This Code sets forth minimum requirements for the design of new buildings and structures that provide facilities or shelter for residential occupancies by regulating their exterior envelopes and the selection of their HVAC, service water heating systems, and equipment for efficient use and conservation of energy. Buildings shall be designed to comply with the requirements of either Chapter 4, 5 or 6 of this Code. Effective 7/01/02 CHAPTER 1 ADMINISTRATION AND ENFORCEMENT 2001 EDITION 101.3.1 Exempt Buildings: Buildings and structures or portions thereof meeting any of the following criteria shall be exempt from the building envelope requirements of Sections 502 and 602, but shall comply with all other requirements for building mechanical systems, and service water heating. 101.3.1.1: Buildings and structures or portions thereof whose peak design rate of energy usage is less than 3.4 Btu/h per ft or 1.0 watt per ft of floor area for space co •nin_ re uirements. 101.3.1.2: Buildings and structures or portions thereof which are neither heated according to the definition of heated space in Chapter 2, nor cooled by a non - renewable energy source, provided that the non - renewable energy use for space conditioning complies with requirements of Section 101.3.1.1. .1 reenhouses isolated from any conditioned space and not intended for occupancy. 101.3.2 Application to Existing Buildings: Additions, historic buildings, changes of occupancy or use and alterations or repairs shall comply with the requirements in • the subsections below. EXCEPTION: The building official may approve designs of alterations or repairs which do not fully conform with all of the requirements of this Code where in the opinion of the building official full compliance is physically impossible and/or economically impractical and: 1. The alteration or repair improves the energy efficiency of the building; or 2. The alteration or repair is energy efficient and is necessary for the health, safety, and welfare of the general public. In no case shall building envelope requirements or mechanical system requirements be less than those requirements in effect at the time of the initial construction of the building. 101.3.2.1 Additions to Existing Buildings: Additions to existing buildings or structures may be made to such buildings or structures without making the entire building or structure comply, provided that the new additions shall conform to the provisions of this Code. EXCEPTION: New additions which do not fully comply with the requirements of this Code and which have a floor area which is less than 750 square feet shall be approved provided that improvements are made to the existing occupancy to compensate for any deficiencies in the new addition. Compliance shall be demonstrated 1 WASHINGTON STATE ENERGY CODE DOOR: An operable opening area in the shell of a conditioned space, excluding sliding glass doors, which is designed and used as a means of ingress and egress. A door may also include a double door cue of which is fixed and one of which is operable. DOOR AREA: Total area of door measured using the rough opening and including the door and frame. DWELLING UNIT: See the Washington State Building Code. EER - ENERGY EFFICIENCY RATIO: The ratio of net equipment cooling capacity in Btu/h to total rate of electric input in watts under designated operating conditions. EFFICIENCY, HVAC SYSTEM; The ratio of useful energy (at the point of use) to the energy input for a designated time period, expressed in percent. EMISSIVITY; The ability to absorb infrared radiation. A low emissivity implies a higher reflectance of infrared radiation. ENERGY: The capacity for doing work; taking a number of forms which may be transformed from one into another, such as thermal (heat), mechanical (work), electrical and chemical; in customary units, measured in kilowatt -hours (kWh) or British thermal units (Btu). (See New Energy.) ENERGY, RECOVERED: (See Recovered Energy.) EXTERIOR ENVELOPE: (See Building Envelope.) FLOOR OVER UNCONDITIONED SPACE: A floor which separates a conditioned space from an unconditioned space which is buffered from exterior ambient conditions including vented crawlspaces and unconditioned basements or other similar spaces, or exposed to exterior ambient conditions including open parking garages and enclosed garages which are mechanically ventilated. F- FACTOR: The perimeter heat loss factor expressed in Btu/h•ft• °F. F- VALUE: (See F- factor.) GARDEN WINDOW: A multi -sided glazing product that projects beyond the plane of the wall. GLAZED WALL SYSTEM: A category of site assembled fenestration products used in the NFRC 100 and NFRC 200 rating procedures that include curtainwalls. GLAZING: All areas, including the frames, in the shell of a conditioned space that let in natural light including windows, clerestories, skylights, sliding glass doors and glass block walls. The daylight opening area in all other doors shall be considered glazing for the purpose of calculating glazing area. The daylight opening area in all other doors is included in the door U- factor and shall not be considered in calculations of glazing U- factors. 6 � .. � `d�kC. 1�9M.4�!T4:��'+ eta: 5va4. r. �ar�x; �, �!:. t�. i. mu. v: >,'trp:entir;r:�,�:�+i�?•XEFx,. GLAZING AREA: Total area of the glazing measured using the rough opening, and including the glazing, sash and frame. For sliding glass doors the glazing area is the rough opening area. For all other doors the glazing area is the daylight opening area. GROSS CONDITIONED FLOOR AREA: The horizontal projection of that portion of interior space which is contained within exterior walls and which is conditioned directly or indirectly by an energy -using system, and which has an average height of five feat or greater, measured from the exterior faces. GROSS EXTERIOR WALL AREA: The normal projection of the building envelope wall area bounding interior space which is conditioned by an energy -using system; includes opaque wall, window and door areas. The gross area of walls consists of all opaque wall areas, including foundation walls, between floor spandrels, peripheral edges of floors, window areas including sash, and door areas, where such surfaces are exposed to exterior ambient conditions and enclose a conditioned space including interstitial areas between two such spaces. GROSS FLOOR AREA: The sum of the areas of the several floors of the building, including basements, cellars, mezzanine and intermediate floored tiers and penthouses of headroom height, measured from the exterior faces of exterior walls or from the center line of walls separating buildings, but excluding: Covered walkways, open roofed -over areas, porches and similar spaces, pipe trenches, exterior terraces or steps, chimneys, roof overhangs and similar features. GROSS ROOF /CEILING AREA: The sum of the areas of the roof /ceiling assembly, consisting of the total interior surface area of all elements, including skylights, which enclose a conditioned space. GUEST ROOM: See the Washington State Building Code. HEAT: The form of energy that is transferred by virtue of a temperature difference. HEAT STORAGE CAPACITY: The physical property of materials (mass) located inside the building envelope to absorb, store and release heat. HEATED SPACE: Space within a building which i provided with a positive heating supply. Finished living space within a basement or registers or beating devices designed to supply heat to a basement space shall automatically define that space as heated space. (See Positive Heating Supply.) i1SPF - I A ' SEASON PERFORMANCE FACTOR: The total heating output (Btu) of a heat pump during its normal annual usage period for heating divided by the total electric power input (watt hour) during the same period, as determined by test procedures consistent with the U.S. Department of Energy "Test Procedure for Effective 7/01/98 WASHINGTON STATE ENERGY CODE POSITIVE COOLING SUPPLY: Mechanical cooling deliberately supplied to a space, such as through a supply register. Also, mechanical cooling indirectly supplied to a space through uninsulated surfaces of space cooling components, such as evaporator coil cases and cooling distribution systems which are capable of maintaining air temperatures within the space of 85 °F, or lower, at the exterior design conditions specified in Section 302.1. To be considered exempt from inclusion in this definition, such surfaces shall comply with the insulation requi , • . f thi SITIVE HEATING SUPPLY: Heat deliberately supplied to a space by design, such as a supply register, radiator or heating element. Also, heat indirectly supplied to a space through uninsulated surfaces of service water heaters and space heating components, such as furnaces, boilers and heating and cooling distribution systems which are capable of maintaining air temperature within the space of 50 °F, or higher, at the exterior design conditions specified in Section 302.1. To be considered exempt from inclusion in this definition, such surfaces shall comply with the insulation requirements of this Code. PO R: In connection wt . I I I ties, the time rate of doing work. In connection with the transmission of energy of all types, the rate at which energy is transmitted; in customary units, it is measured in watts (W) or British thermal units per hour (Btu/h). PUBLIC FACILITY REST ROOM: A rest room used by the transient public on a regular (rather than casual) basis. Examples include rest rooms in service stations, airports, train terminals and convention halls. Rest rooms incorporated with private guest rooms in hotels, motels or dormitories and rest room facilities intended for the use of employees and not usually used by the general public are not considered public facility rest rooms. RADIANT SLAB: A slab on grade containing heated pipes, ducts, or electric heating cables that constitute a radiant slab or portion thereof for a complete or partial heating of the structure. READILY ACCESSIBLE: See the Washington State Mechanical Code. RECOOLING: The removal of heat by sensible cooling of the supply air (directly or indirectly) that has been previously heated above the temperature to which the air is to be supplied to the conditioned space for proper control of the temperature of that space. RECOVERED ENERGY: Energy utilized which would otherwise be wasted (i.e., not contribute to a desired end use) from an energy utilization system. REHEAT: The application of sensible heat to supply air that has been previously cooled below the temperature of the conditioned space by either mechanical refrigeration or the introduction of outdoor air to provide cooling. 8 RENEWABLE ENERGY SOURCES: Renewable energy sources of energy (excluding minerals) are derived from: 1. Incoming solar radiation, including but not limited to, natural daylighting and photosynthetic processes; 2. Energy sources resulting from wind, waves and tides, lake or pond thermal differences; and 3. Energy derived from the internal heat of the earth, including nocturnal thermal exchanges. RESET: Adjustment of the set point of a control instrument to a higher or lower value automatically or manually to conserve energy. ROOF /CEILING ASSEMBLY: A roof /ceiling assembly shall be considered as all components of the roof /ceiling envelope through which heat flows, thus creating a building transmission heat loss or gain, where such assembly is exposed to exterior ambient conditions and encloses a conditioned space. The gross area of a roof /ceiling assembly consists of the total interior surface of such assembly, including skylights. SEQUENCE: A consecutive series of operations. SERVICE SYSTEMS: All energy -using systems in a building that are operated to provide services for the occupants or processes housed therein, including HVAC, service water heating, illumination, transportation, cooking or food preparation, laundering or similar functions. SERVICE WATER HEATING: Supply of hot water for domestic or commercial purposes other than comfort heating. SHADED: Glazed area which is externally protected from direct solar radiation by use of devices permanently affixed to the structure or by an adjacent building, topographical feature, or vegetation. SHALL: Denotes a mandatory code requirement. SINGLE FAMILY: One and two family residential dwelling units with no more than two units in a single building. SKYLIGHT: A glazing surface that has a slope of less than 60° from the horizontal plane. SLAB -ON- GRADE, EXTERIOR: Any portion of a slab floor in contact with the ground which is less than or equal to 24 inches below the final elevation of the nearest exterior grade. SLAB- BELOW - GRADE: Any portion of a slab floor in contact with the ground which is more than 24 inches below the final elevation of the nearest exterior grade. Effective 7/01/98 srii ci'1' t L,. td.•W,tAttV June 12, 2003 Mr. Oleko Minosyan 12059 46 Avenue South Tukwila, WA 98178 RE: CORRECTION LETTER #2 Development Permit Application Number D03 -055 Minosyan Residence Addition —12059 46 Avenue South Dear Oleko: Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comment. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throujih the mail or by a messen'er service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, encl Stefania Spencer Permit Technician xc: File No. D03 -055 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206-431-3665 March 19, 2003 Mr. Oleko Minosyan 12059 46 Avenue South Tukwila, WA 98178 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -055 Minosyan Residence Sunroom Add'n —12059 46'" Avenue South Dear Oleko: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Planning, Fire and Public Works Departments have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D03 -055 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98/88 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 f.f :: 141i4:6iti4,10 ACTIVITY NUMBER: D03 -055 DATE: 07 -21 -03 PROJECT NAME: MINOSYAN RESIDENCE - ADDITION SITE ADDRESS: 12059 46 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter #2 Revision # After Permit Is Issued DEPARTMENTS: }� Awe,- 7 - 4013 wilding Division LE Public Works ❑ PERMIT COORD COIF- PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -22 -03 Complete [S Incomplete ❑ 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 ,. f Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 -19 -03 Approved ❑ Approved with Conditions P3 " Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2.28.02 PERMIT COORD COPS Not Applicable ❑ DATE: : u.::ia wa iar ztli�irSiilrSa�365zzrd Documents/routing slip,doc 2-28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 - 055 PROJECT NAME: MINOSYAN RESIDENCE SITE ADDRESS: 12059 46 AV S DATE: 5 -20 -03 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: o k J10-03 Building Division Public Works n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete F Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUT G: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 6-19-03 Approved n Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: 6-a-03 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: S v4. n Planning Division Permit Coordinator DUE DATE: 5-22-03 n ■ Not Applicable n DATE: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -055 DATE: 02 -14 -03 PROJECT NAME: MINOSYAN RESIDENCE - SUNROOM ADD'N SITE ADDRESS: 12059 46 AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: . L �iWl C!/� �'18 `03 w i di_ 2 -2o -o3 Building Division [ji Fire Prevention p Public Works Structural ❑ v wt w/d , S - 1 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [� Incomplete ❑ Planning Division 4] Permit Coordinator X DUE DATE: 02 -18-03 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 ROyTING: Please Route L J Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 03 -18-03 DATE: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: Permit Center Use Only / CORRECTION LETTER MAILED: ( Departments issued corrections: Bldg k Fire ❑ Ping ❑ PW ❑ Staff Initials: Ste.5 Documents/routing slip.doc 2.28 -02 PERMIT COORD COPY �.:Vb:tkn Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D03-055 2 u. w 0 u.? w d = z F. ZO . U • C) • N Project Name: MINOSYAN RESIDENCE ADDITION 01- ww Project Address: 12059 46 AVENUE SOUTH o z Contact Person Oleko Minosyan Phone Number —_ 0 1— Date: 2/-- r 3 Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Summary of Revision: Sheet Number(s): A A City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 74t- Tr-{�C.L -4, "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ®' Entered in Sierra on 7 ` r RE JUL 2 1 2003 PERMIT CENTER 06/12/03 re + z ~ re 2 6 JU U O N 0 -j • _ F- z Sheet Number(s): Ej Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0- / 6 3 Plan Check/Permit Number: D03-055 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: MINOSYAN RESIDENCE — SUNROOM ADD'N Project Address: 12059 46 AVENUE SOUTH Contact Person: Oleko Minosyan Phone Number 4- &5) - .5 7/S' Summary of Revision: '' oct C %-1 et) L Ti E R "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 05(P0/03 A RECEIVED CITY OF TUKWILA PERMIT CENTER 03/19/03 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON COUNTY OF KING QLE,ec2 k Al-T VA /V , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. 42- , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. AFFCONT 1/13/00 CITY OF 7 (WILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ss. Signed and sworn to before me this day of al 6 vq1) H -4 , 20 a . NOTARY PUBLIC in and for the State of Washington, residing at �� County. Name as commissioned: Mitt--- '�C�f1N My commission expires: E - \S ^CL° fM.t i:nrren.'ice+tifuWt! trM 18.27.090 Exemptions. This chapter sh^'' not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in th.eiactivitias regulated as an employee of a registered contractor with wages as his sole cornpensatiori; 16. Contractors on highway p rojatis.w{ko' have been prequalified as required by•bhapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. r, ;i +t,tcl trz l+; qu. iFiv o 4, 44,4444. .4i144. ,'M ii�t nd✓d III e • M4 * FRAMING & FOUNDATION DIMENSION FINISH PER ELEVATION 0/ 15 LB. BLDG. PAPER OR AIR INFILTRATION BARRIEP 0/ SHEATHING PER PLAN z - FLASHING WOOD TRIM OPTIONAL 2 R Io TIGHTLINE STORM DRAIN IF REQUIRED 2 * 0 HEADER CON . TOP 4 "DIA. • • - F. FDN. DRAIN CON. TO EXISTING SYSTEM, TYP. 2X4 TOP PLATE NAIL SHEATHING TO HEADER 03" O.C. E.W. APA RATED SHEATHING 3/8" MIN. 24/0 EXP. 11 SIMPSON HPAHD22 APPROVED HOOKED - END WOOD TO CONCRETE CONNECTORS W/ 3200 CAP. (MIN) 0 24" WIpE PANELS 1 1/2 CLEAR FROM FACE OF CONC. MINIMUM. (2) 1/2" 0 A 7" MIN. EMBEDMENT J I 0 r • Y6 COL..•MNS. TYP . 4" L B" L 4" D I\ per. - PROVIDE AAMI. CAP FOR VEN'•_ATiOP (rIAS BEEN PROV OEC , --�� "-)( P ;.:,A. V +Nr_ SOD WC t - ;,AVER ' . • 2 •:vMr000 2x4 S•'JCS • • t C F•-•3 ' 9E n.ASS •5.j. .(RAF' %AC E: -,..A ■TR • ' 2' G 4x8 BEAttS PIEP BOO( al/ CAST * CJNCAE'E C Lotac*a o*. 2X4 STUDS 0 18" O.C. 2X FLOOR JST PER PLAN 3/4" T&G PLYWOOD SUBFLOOR GLUED AND NAILED 2X4 PRESSURE TREATED SILL PLATE W 1 /2 "DIA. x 10" ANCHQR BOLTS & 1 2" MAN(. FROM 2 ENDS. 7" MIN. EMBEDMENT #4VERT.AT 16" 0.C. co 6 MIL. BLACK VAPOR BARRIER #4 HORIZ. 0 16" O.C. rn �, r, �1,•. II IVl . (3) 04 CONT. BOT. \!ALL • 1 ;I 1=1 SCALE : 1" is 1' -0" 8 PENNY NAILS 0 3" O.C. ALL PLATES. HEADERS AND STUDS 24" MIN. (2) 2X STUDS NAIL SHEATHING TO EACH STUD NAILED W/ 100 0 3" O.C. 2 -ROWS I (2) 2X4 BLOCKING 0 ANY PL 000 JOINTS 2 2X PLATE. NAIL S! EATHING TO EACH PLATE _ [ --- _ �� 'f` . Ir . . _�' ice. <`„ =r t`1 t. t, -^4- `-3 t . mo t +J r._ • � .;, r �* r fi J Li "r i i �� 1 • • .- -4 NOT TO SCALE - 4 • SEE A"'TAC►+EC STP.,CnoRAL MMNIMAAMOIAN • SP:T: :. \'M' i LE ROOF CONSTRUCTION • COMPOSITION SHINGLES • 30 FELT * 1/2" CDX PLYWOOD. CCX 0 OVERHANGS • RAFTERS PER PLAN • R -19 BATT • 1/2" GYPSUM WALL BOARD WALL CONSTRUCTION • VINYL SIDING • 15 BUILDING PAPER • 1 " CDX PLYWOOQ SHEATHING • 2 4 STUDS AT 16 O.C. • R -13 VAPOR BARRIER FACE STAPLED FLOOR CONSTRUCTION • FINISH FLOOR PER PLANS * 3/4 T&G PLYWOOD GLUED AND NAILED • FLOOR JOISTS PER PLAN * R -19 BATT INSULATION MIN. * POST AND BEAM • 6 MIL BLACK VAPOR BARRIER . r f 11 ir • 'a SE.-..P ; PERMIT F:E`ILIIRED FOR: _. �t • l��t� � Y1_1 !� w 1 EC IC L l / r r GA" (� F T U K' =I I EA Cif --� -� : D' --;!!:310N E1,.LD:,.._ T. y k We pi,. 9:5 ._ `S iii "T�'' � 34" MIN. HANDRAIL 34" MIN. HANDRAIL 22"X30 "min. DOOR CRAWL, OV�IDEOA)�'CESS M I ' tD� 3' -4" 5 -0" 1 3' -4" , 3' n 5 ._ 0 " 5' -0" G 2 UARDRAIL ns� 4-42" MIN. l GUARDRAIL ' z. i 2X8 LEDGER W/ 2 - /2" LEG BOLTS 0 16" O.C. 4X8 HDR. 1C . of TYP. I EX. LIVING NEW 418 DF#1 HEAD - AT DOOR W/ 1 - RIPPLE STUD AT EA. ND OF BEAM _._.. .. NEW 8050 SLDR. 6' -0" CONNECT W/ MST 48 4X8 HDR. ROOF PLAN "AS BUILD" SCALE: 1/4 " =1' -O" • , . • • j--14111_13 ell 2X8 LEDGER W/ 2- (1/2 " -81 ciP 1. (19 G • G 4 NEW SUN ROOM (ENCLOSED VYN L ENERGY BUILDING ENVELOP REQUIREMENT EXEMPTION PER 101.3.1.2 (V/SEC 2001 EDITION) WA. qOP IN■ fm. ‘44 'NEW CRAWL SPACE � d,P� D�2- uJ�DdaTS � �new/s itlE�.D�D 147- �Es6 �. 1/44-7-651) A�� EX. KITCHEN 7D S,FPg 12' -1" FLOOR PLAN EX. CRAWL SPACE NEW 1'- 6'X1' -6'X 9" THICK FOOTING W/ 2 -/4 90TT. EA. 'WAY UNDER CRIPPLE STUD OF NEW 4x4 HEADER ABOVE. LINE OF SOFFIT ABOVE LEG BOLTS 0 16 O.C. SCALE: 1 1 BOW AT UNE OF SOFFIT ABOVE DECK) NEW WO 6' 36' -2" 36'- 2" 4 NE* 6x8OF#1 hes6xeZF• • 0 cv� CONNECT W/ y1ST 48 NEW 1'- 6'X1' -6 10' THICK FOOTING w/ 2 -/4 BOTT EA. WAY 6 -0 tv C I 12' -1' FOUNDATiON PLAN _ _.mme... _..011111111111MIND __.■M1... woo _ 4 0 , 4 ‘ • 4X8 HDR. NEW 8G50 SLDR. • 6 ' •O " I� KALE 1 '4- =1 -_O- 6- DS RS55)R SYSTEM TYP. • 0 N • ROOF FRAMING NOTES ALI. RAFTERS TO BE: 2X8 HF#2 AT 16 O.C. TYPICAL U.N.O. 1, 2 UNLESSIOTHERWISE NO T TYPICAL ED 3. ROOF OVERHANG TO BE 24 ", TYPICAL UNLESS OTHERWISE NOTED. 4. PROVIDE SIMPSON H1 OR H2.5 FRAMING ANCHORS AT EVERY QTHER RAFTER & EVERY RAFTER (-0 FROM CORNER. 5. VENTED BLOCKING OVER SUPPORTS. 6. PLATE HEIGHTS: • MAIN FLOOR 8'-1". TYP. U.N.O. 7. BRA NG: (STICK FRAMED AREAS ONLY) • 2 2X4 UP TO 10' LONG. • 2 2X6 10' TO 14' LONG. • 3 2X6 OVER 14' LONG. 8. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRACING OR POSTING AND PROVIDE ADEQUATE BEARING TO FOUNDATION. MAIN FLOOR FRAMING NOTES 1. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS . 2. ALL HEADERS TO BE 4X8. H.F. #2 UNLESS OTHERWISE NOTED, CHECK PLAN 3 BOTTOM OF HEADERS TO BE 6' -8" THIS FLOOR UNLESS OTHERWISE NOTED. 4. ALL EXTERIOR WALLS 2X4 WITH R -13 INSULATION UNLESS NOTED OTHERWISE. 5. ALL FRAME NAIUNG TO SATISFY CHAPTER 23 U.B.C. BLOCK ALL PLYWOOD EDGES AND NAIL MTH 100 AT 6 0 C. TYPICAL. ALL EXT. WALLS. 6. PROVIDE SOLID BLOCKING OVER SUPPORTS. 7. PLATE HEIGHT TO BE 8' -1" THIS FLOOR. UNLESS OTHERWISE NOTED. 8. FINISH ALL CEIUNGS WITH 1/2" G.W.B. 9. PROVIDE 26 -GAUGE GALVANIZED SHEET METAL FLASHING ABOVE WI DOORS. (TYP. ) LAP BUILDINGR OVER. 10. HOLD SIDING 6" ABOVE FINISH GRADE. TYPICAL. 11. WINDOWS SPECIFIED ARE MFGR. BY: NW ALUM. OR U-VALUE PER GLAZING SCHEDULE. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS. 12. ALL VOIDS TO BE = - IRE/DRAFT BLOCKED PER U.B.C. SECTION 708. FOUNDATION NOTES 10. MIRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 10 ALL FOOTINGS TO HAVE A MINIMUM DEr•TH OF 16' BELOW FINISH GRADE. 10. STEP FOUNDATIONS PER SITE CONDITIONS. 10. AIL CONCRETE FOOTINGS TO REST ON FIRM UNDISTURBED EARTH WITH MINIMUM 2.000 PSF BEARING PRESSURE (REFER TO SOILS REPORT WHEN REQUIRED). 10. O MASCNa Y OR EXPOSED ° TO CONCRETE E OR WEATHER TO BE PRESSURE TREATED. 10. VERIFY AU DIMENSIONS ANO FELD CONDITIONS. 10. PROVIDE TEMPORARY BRACWtG AS REQUIRED UNTIL ALL PERMANENT CONNECT►ONS AND STIFFENINGS SAVE BEEN I NSTAI ED 10 PROVIDE MALE JOISTS OP BLOCKING AT PARTITIONS ABOVE. 10 PROVIDE ' 4' X 6' FOUNDA •►ON VEW''"S NTH 1 /4' CORROSION RESISTAN" WIRE MMES/P+ AS R£OUIRED PER CODE 10 CRAM. SPACE TO BE A a mussi OF • 6' BELOW FLOOR ,% $T MO /2" BE.OM► BEATS OR GIRDERS W'W MIh 6 M. BL C?I VAP3R BARRIER C ,MID COVER LAPPED 12' AT SEAMS AND WENDED D UP FOt•CATKO *ALL TO SL. PLATE T"pICAL 11 ALL BEAMS TO BE • it 8 DF/2 12 A� POSTS TO BE • is 6 I ` ■ --, } cWMIF_►I! PIER kW( i •M Sr ! '50 • 125 SF raw *se NEBz, 04 / • 44 1t 75 • 4 3 7 5 V PER *DOT $' 5 r 4 Wier 3 25 S F / 583 Sr • • ills %V~, 0E011 a 0 .00 EO - ZsI C C ' ,- - V \J • L"' y 1 MIMED CM OF TUIKWIA AL 2 1 2003 P'FIurT& Al 21!X03 Job Ne. 03s)z • 0 +• .• •0 • •0 . ; • d S I. It► •