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HomeMy WebLinkAboutPermit D01-023 - ERSKINE RESIDENCE - ADDITIONDO 1 -023 Jack Erskine 4620 S 122 St City of Tukwila Community Development 1 Public Works • 6300 Sou£bcenter Boulevard, Suite 100 • Tukwil3, I ti ;iri;1, ;tof 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: 334740 -1420 4620 S 122 ST ARES DEVPERM LDR Contractor License No: KLINGAI003DG Permit Center Authorized Signature: development p it. n Signature: _ __= Print Name: _-_ 1 ___S.11 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: DWELLING UBC: 1997 Fire Protection: 001 North: .0 South: .0 East: .0 West: .0 TUKWILA Sewer: SEPTIC Slopes: N Streams: OCCUPANT JACK ERSKINE 4620 S 122 ST, TUKWILA, WA 98178 OWNER BUI DAC DONG 10619 16TH SW, SEATTLE WA 98146 CONTACT DUANE KLINGE 20517 SE 241 PL, MAPLE VALLEY, WA 98038 CONTRACTOR KLINGE & ASSOCIATES INC Phone: 206 - 793 -2394 20517 SE 241ST ST PLACE, MAPLE VALLEY, WA 98038 ***************************************************** * * * * * * ** *** * * *** * * **** * * * * * *k ** Permit Description: ADDING 156 SO FT TO LIVING ROOM /ADDITION TO EXISTING RESIDENCE. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 13,338.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 395.'6 *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1-. * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date I hereby certify that I have rea;J'and examined t is 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 her in or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this Date: D01 -023 ISSUED 02/27/2001 08/26/2001 Phone: Phone: (206)433 -9056 Phone: 206 - 793 -2394 (206) 431-3670 / 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. Address: 4620 S 122 ST Perrrmit Pic,: DOl -tr Suite: Tenant: Status: ISSUED Tyne: DEVPERM ACS) 1 l ed: 01 /30/200 I Parcel U: 334740-1420 issued: 02/27/2001 * k 4 k A* k A 4 A ** k* k k k k k* A A** A A k l d 4 k k A A# A k k k l 4 l** k A# 4 4 k 4 le** A k k 4 k 4 A• 4 A 4 44 A 4 4 r l A 4 A Permit Conditions: 1. No changes w i l l be made to the plans urr l e: s approved by the Engineer and the Tukwila Building Division. 2. Engineered truss drawings and calculations shall be an site and available to the building inspector for in• nett ion purposes. Documents shall bear the seal end zignature of a Washington State Professional Engineer. 3. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less. and material shall bear identi- fication showing the fire performance rating thereof 4. All construction to be done in corn f orm anc.e with approved plans and requirements of the Uniform B u i l d i n g Code (1 X197 Edition) as amended, uniform Mechanical Code ( 1997 Edition). and Washington State Energy Code ( 1 9 ' 9 7 E d i t i o n ) . 5. All wood fro remain in placed concrete shall S_w treated wood. 6. Validity of Permit. The issuance of a permit or approval of plans. specifications. and computations shall not be con- strued to be a permit for. or an approval of, any v i o l a t i o n of any of the provisions of the building ,:.ode or of any other ordinance of the jur'isdict.ior,. No permit presuming to give authority to violate or cancel the provisions of t h i s code shall be valid. 7 . E l e c t r i c a l permits shall be obtained through the Washington State Division of Labor and industries and all electrical work will be inspected by that. e (246-6630). 8. A11 permits, inspection records. and approved plan: shall be a v a i l a b l e at the iob s i t e prior to the start of any con - struction. These documents a r e to be maintained and ay., i 1 - ab l e until final inspection approval is granted. . I hereby certify that I have read these conditions and will comply with them as outlined. A l l p r o v i s i o n s of law and ordinances govern i err, this work will be complied with. whether specified hereir) or nut. The granting of this permit does not presume to give slut her• i t v to violate or cancel the provisions of any other work or local laws regulating construction or the performance of work. 2 (../(1 ,1 : 1 t Signature: F'r•'irtt. Name: 19 s-' I r Y OF T iU K W? L t1 Description of work to be done: /fp Sic t4Qrn?qo»'1 .AdeitYleiv 7 &°✓rf tio Type of work: • New Single - Family Residence ❑ Addition - Single- Family Residence Si l Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' RemodeVAddition to Accessory Structure ❑ Garage(s) ❑ D k(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: % Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Squar - Footage for Structure: 0 sq. ft. Dwelling sq. ft. Covered Deck(s) /, sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Property Owner: fL 1 era,, Proposed New Square Footage: 1")(1) sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovers. Deck Street AddrA lodizei 1,» is , f_ 7. 14e / nowi g r q i) %% /Zip: Floor Area Ratio: (total floor area of all structures divided by the area of the lot) > • - 7/, - v * • / C For an Accessory dwelling, provide the following: - Floorarr# oPprincipal dwelling Floor area of accessory dwelling P 2• . ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/Tenant: �.! j�•L �. � . I b� V ! ffConstruction: O c 6A Site Address: 1 S • / ,. 2 Sf ' 7-4 Stat », L Tax r� v ".. , 2 y 5 Property Owner: fL 1 era,, P hone ` I -76,4 Street AddrA lodizei 1,» is , f_ 7. 14e / nowi g r q i) %% /Zip: Fax #: Contract/ i Ar ,AID r bG • Phone: zo 6 79 a 9 _ ff Street 1 77 S e. 2 s A P 2• . #: ,/ a 9/, 7 Architect: 4 , 0 /4 Phone: Street Address: City State/Zip: Fax #: Engineer. / 4 Phone: Street Address: „. City State/Zip: Fax #: Contact Person:, 6 "0 ) 66 Phone O 4 7 9 3 ? 5 I V Street Address: 61 7 0 it v ,fr # 44 9 / 6 coa p ro 67 - / Y �, 9/,3 9/ Date applic• ion accepted: /. 3o 0 / CITY OF TL "KWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 Date application expires: - 7 /g0 /a OR STAFF USE ONLY Project ..umber: Permit Number: J 0 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Addltional reviews shall be determined by the Public Works Department) 0 2-3 ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic y ds. End Time: ❑ Sewer Main Extension 0 Private 0 Public can of RECEIVED ua ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Cl Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous gal Schedule: JAN 3 0 :_'00 PERMIT CENTER Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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 ex- pire 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. Application talc by: (initials) PLEASE SIGN .BACK OF. APPLICATION FORM BUILDING - R AUTHORIZ D • = NT: Signature' Date: .3d . Gj O'' rint name: rr�� `` ,, - 25" 1 Addres i . City e/ i • • ALL SINGLE - FAMILY RESIDENTI ERMIT APPLICATIONS MUST BE MITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBMITTED ay ❑ Copy of recorded Legal Description from King County CV in Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ King County Health Department approval for septic - 296 -4722 ri -Four (4) sets of working drawings, which include: !� Site Plan see example Form H -16 ( P H-16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location - driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form c v . H -9). Found ❑ ation plan and details ❑ Er plan R Roof plan L LB Buildin elevations (all views ) Building ( in G, Building height ❑ LAY Building cross - section ❑ li Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. i ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Structural framing plans and details necessary to completely describe construction Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 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. FPERMIT.DOC 2/13/97 ' 99038 P7 AAAAk41 M 4 rk . fq*krAt*FilktA , rtftfr l CITY or TUKWILA_ Wo b01- ca3 TP(-3NM1T Nt:mt)er: R010012t:, Anoh#: :i9r. ■! :0::1: i; Puirmrint Method: CHECK N o t A t I o n : K i _ t ( 4 1 k W 3 0 C . i : i s; '; ; 7 rE Permit No: 001-023 r.rue: 3EVPERm P! Pilrcel No: n4740-142ji 9)te d(I:'i 4620 i I:22 Sr This Payment .;11 Account Codif 000/322.100 000/345.830 000/386.904 Dqscrotion ViJILDIN6 - 0001q. PLAN CHECK - NORES F1 AT1 MM(HOktiL 071,;) . 1 . 17)1 . ;:\ L 797 . Pr 'ect: . . Ins 1C ss: H 0 : 1 i called / J & ij (il Special instructions: D. • ed. /�tl R . eer: ` Dal w e Phor. .. ici 3 „.... 3, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector; Receipt No: INSPECTION RECt ) Retain a copy with permit TT Date: ca3 PERMIT NO. (206)431 -367 Corrections required prior to approval. Date $47.00 REINSPECTION ! E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P •ject: nC — ' .- vlti'' T ■e of Inspection: _A AP t Address: �-# ... S , 5+ Date c lled: L4/ Of& , I .,_,. Special instructions: 9 :10 0 t,., , Date wanted: '•-f P-7/ 'o / a.m. p.m. R ster: ■P _ Phone: 7(1 - 7e1 3 -- 23'1 • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd, #100, Tukwila, WA 98188 K Approved per applicable codes. COMMENTS: Inspect INSPECTION REC 1 1) Retain a copy with permit Date: • 1 4 4 t PERMIT NO. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 - 3670 Corrections required prior to approval. MAW S4' I ! ' EINSPEC I ► N FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: Project: , �1 r, C 1 v c.. k PLC Type of Inspection: 1 1\fr c. I 1 � f1 SL( , , `L./ A cress: L i 4 20 12 a 5+ Date railed: '1/7..._(-)/e) Da manned .m. J UL UL Special instructions: jp r - 50 ester: I _ tt Vim Phone: 9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: INSPECTION R ORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Type of lnspe thin: Address: 2 • D te called: Special instructions: Date wanted: i , . _ , ., a.m. Requester: Phone: INSPECTION REG Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: Corrections required prior to approval. Date: PERMIT NO. (206)431-367 $47.00 • INSPECTION FEE RED IRED. Prior to inspection, fee must be paid at 630(1 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: T e of Inspection: rCt. VIn 11 2 e j i Ad. res : - r S 1 D. a :lied: (/// ---+) 4J f / _ Special instructions: Doty w nted: L I '7. - /) i a.n . p.m. Req ester: rA_)Ci ic"" l °--- Phone: 2C4,0 — 7' 3.— 25 11J y7 - e -{.. e:oe,.--7 , f AL . ..o .elf I if ✓ S .r ✓ r & X 7,; 3 ,,L I /1 I P t: (- W,. E. s K 1 +)e.. T e of Inspection: rCt. VIn 11 2 e j i Ad. res : - r S 1 D. a :lied: (/// ---+) 4J f / _ Special instructions: Doty w nted: L I '7. - /) i a.n . p.m. Req ester: rA_)Ci ic"" l °--- Phone: 2C4,0 — 7' 3.— 25 11J INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approva Receipt No: . / - tJ •- ! C $47.00 REItNSPECTION1EE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION REt,LD Retain a copy with permit Date: DCi -o2 PERMIT NO. (206)431;3 Z 1 w . t U 0 to cu w LL Q try w w DO I- w u. 0 U = O z COMMENTS: b' . .00.1. JIG.- I . r 671.... 4 0.4 to 4.- • -._ / ` of .7 J A( ni `4.I' I / /`. / (4 .1..�'�?a.'I r `._,!� /'�' / (._f�i • ( / I // j_.__ , , f"` �G / f, .,1 ,.OI4. f (` ► I�� `` // 3‘.-7P 6 _,6P ,4 „f., _,-/-7 70' -2 .1'7 - ,4If 45 A I INSPECTION NO. Project: \ Project: Jam. Address: �• Special instructions: Approved per applicable codes. INSPECTION RE t, Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila; =WA 9818 )D 1 -b`L3 PERMIT NO. (206)431 -367 Type of Inspection: � rain Date called: q -20-61 Date wanted: Requester: Phone: U ILI , .L (a p.m. r � - '1( 1 --z 1 Corrections required prior to approval. !. -'� � $47.00 REINSPECTION FEE�iCEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • COMMENTS: Type of Inspection: \ dress: ode) `� (Z �i Special instructions: .. nio a.m. Ree uester: Ct 1 Phone: - i /7 r'G _" t _ 1 , _ 2 ... ..air , O y e .9/ I ` 01 - rare � ' Alf Pfithing of / , , !it.. L . Ir ;�- J . Project: Type of Inspection: \ dress: ode) `� (Z Da e call d: - i /2- i✓ I Special instructions: Date ante L-f- 0/01 a.m. Ree uester: Ct 1 Phone: - i /7 r'G _" t _ 1 , _ 2 c� j i INSPECTION NO. INSPECTION RE CO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. co1-023 PERMIT NO. (206)431 -3 Q Approved per applicable codes. ' Corrections required prior to approval. $47.0 EINSPECTION FE EQUIRED. Prior to inspection, fee must be paid Inspector: Date: L. / 3 Receipt No: Date: COMMENTS: Type o f Insp tion: -- �^ nt a tat Q �a Ill Si Date called: j '� ) O .)- ` 1/4 -L_____ Special instructions: Date wanted: 1 ... l t &/ p.m. I . r .. . --"-.) \Rcli Yi , cA per° kM r - r \0c16% al- 6 �' \eEo,k tr 1i - -t. 1 Project: tt _ ll , r ti_ � r S Y ' Yre, Type o f Insp tion: -- �^ nt a tat Q Address: � S Ill Si Date called: j '� ) O .)- ` 1/4 -L_____ Special instructions: Date wanted: 1 ... l t &/ p.m. Requester: Phone: 0�'7 3 INSPECTION NO. 0 Approved per applicable codes. INSPECTION REt:. W Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 DC) I - 0.2 3 PERMIT NO. (206)431- Corrections required prior to approval. Inspector: e t) 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: T f Ins ectiloh: ` e y 1 cam( s ncb l i r t">t t Address: `t620 S. I �.-nc 51 Date call d: Iz4 Special instructions: Date wanted: a.m. 3(2 7 / vi p.m. R ter: tr...) A lei -42 *at � � f ' .. 4\ v tt 0Or 1 N S vk (, Ea ) p r L) ✓r-6( Pe 10r ►a 4 • LiP, Project: {, ``! �� t+i � � E �Ct ✓ � T f Ins ectiloh: ` e y 1 cam( s ncb l i r t">t t Address: `t620 S. I �.-nc 51 Date call d: Iz4 Special instructions: Date wanted: a.m. 3(2 7 / vi p.m. R ter: tr...) A lei -42 Phone: 2 0 6 - 7ci 3 -23i'1 (M INSPECTION NO. INSPECTION RE JtD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98181 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. Inspector: 1 Date: 0) 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: I Date: Doi -62,3 PERMIT NO. Project:, Type of Inspection: (,* C -4. ? ..,--, I . (---,,. (I Address: S . , % 2.- 4 il. 1-4■Qmsair..‘ :'' Date called: \ Ir ) 1 Special instructions: Date waned: ( p.m. Requeter: i _...N. 0 TT _ Phone: INSPECTION NO. Approved per applicable codes. COMMENTS: Inspector INSPECTION RE Retain a copy with permit CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 13ot-02_3 PERMIT NO. (206)431-367 Corrections required prior to approval. Date: --, III $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 r t � +h -fe Type of Inspection: Address: � �. n 2 g Special instructions: Our c i � `0 •00 ,1 >r � Date called: � E �, Date wanted: a Requester.' .. VI Q Phone: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 rj etpproyed per applicable codes. Corrections required prior to approval. INSPECTION RECO) Retain a copy with permit ot -0 ;3 Date: , $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Project: --- i ".:)r /p r Type of Inspection: /'7 i1, l,, h; ) , (� Address: 4 . 6.)4) : -. /2. ' -..`') l Date called: - .i` ; - ;l t Date Wanted: ' ,//Url,= / a.m. p.m.,) Special instructions: Requester: i ) ii.+« j- �. Phone: 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RE Retain a copy with permit PERMIT NO. (206)431 -36 Corrections required prior to approval. Inspector: Date: 3' 1 L I _ 0 ) n $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: Z p et ✓ O to 0 W O g J u. Q co o w O W S 0t W u. O lll O y2 O Z LI I I \ ,. 1( I \ I I I ' . April 19, 2001 City of Tukwilla Plan Examiner/ Inspector Wk: 206/ 431 -3670 Re: Modifications to Permit Plan D01 -023 Parcel No: 334740 -1420 Dear Plan Examiner; The following submittal modifications to the above project are for your review and approval. These modifications include the roof truss calculations from Woodinville Truss Co. and the Glue Laminated beam (3 1/8" x 7 t /2 ", 2400 f -v4) structural calculations. Please review the attached and add the following information to the project files. If you agree to the above terms and conditions, please acknowledge by signing below and dating. Sincerely, Klinge & Assacia Inc. Duane Klin Principal attachements Plan Examiner City of Tukwilla e _ 2 Ziv/ Da REC EIVED API? 202001 B UILDING DEP ARTMENT 20517 SE 241st Place Maple Valley WA 98038 Phone: 206 - 793 / Fax: 425-413-9117 04/14/20a1 14:19 4256372949 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block Information will be printed on each page. 2,te UMW .hr. KM-0ipt4t3. Si.2. .3-3o-1991. W..12 escr on R - aenerai Information Section Mime 3.126x7.5 Beam Width 3.125 in Beam Depth 7.503 •n Member Type Glul.am Bm Wt. Added to Loads Load Our. Factor Seem End Flatly Wood Donst;y Full Lengh Uniform Loads Cerrbu Left Cantilever Right Cantilever Max. Positive Moment Max. Negative Moment Max CO Left Suppon Max t@ Right Support Max. M allow K. b 2,350.96 psi 41 — F b 2,76000 pet ALL �sflectione r pan... Deflection ...LOwltlon .. Length/Oen . ., r4yeaa� a az .snit DL DL t 150 P n-Pin 34 000 pcf Span= 12.16ft. Dram Atx rh z 3 125n Depth 7.51n. Enos are PIn•P.n Max Stress Ratio 0.862 1 Maximum Moment Allowable -0.293 in 8.08011 498.8 6.74 k•ft 0.00 k-ft 0.00 k -ft 0.00 k -ft General Timber Beam Page cg.cadgVer,klrk\Wi4-31 440 tiketw.Calcu 99.00 0/11 Sin 0/ft 5.7 h 6.7k -ft at 6 080 8 at 12.160 n LL LL LL J C JcHIsCN Title : ERSK NE RESI[1 CE Day nr "�– DRerlption : Scope : Calculations are designed to 1997 NOS and 1997 UBC Requirements Center Span Len Cantilever Right Cantilever Douglas Fv, 24F - V4 Fb Base Allow Fv Allow Fc Allow F 12.1611 11 ft 2,400.0 psi 165.3 psi 560.0 psi 1.600.0 vsl 205.00 OM //ft lift Lu Las .Lu Maximum Shear " 1.5 Allowable Sheer 6.74 d(C Reactions... N 109 23 psi i--. Lek OL 0.84 it Fv 159.75 psi Right DL 0 64 k an it is �Ixi -0.669 in Delection 8.08011 tength/Defl 187.91 Right Cantilever.. Deflection ... Length/Den ,c N D /SCiND 414 © C. - - 7 P5F S),1 4 = 305"PLF 0.00 ft 0.00 ft 0.00 ft 2 e k 4.4 k t.ett 1 e9 k R!ght 1.89 k Comber. ® Left 0.030 in cgt Center 0.434 in de Right 0 000 in Max t.89 k Mex 1 89k 0 000 in 00 0.000n 00 PA6E 04 Job l! – Date: 3:34PM, 10 APR 01 Beam Design OK 0 003 in 0.3 0.000 in 0.0 TC MAX US I l.: C_5. 6Y• iL =q 5P Cir :CAI :305 0:7E 5 ='EC_E 1LF 0 2z 4 3F •.C3TR 1. 3 eDT'O': c!' ^1145: 2c 5 M :R 240 F 1. 2 2s C N.R :C55r 3 PEES: 21 .t tit' SIC /Stun 1. 2. n 5 2. d Mr CC' 3 POLIIJ SGACII.3 2.3' OC. CUM. BC MAX P.IRLIN SPAC! 120' GC. 0314. 7 -04 -07 4 -10-07 5 -05-95 3 -07-1! 3117 -13 C- 5.51(11.9 _- rl Sta Je: 3 /0' 0 14 r -477 t 9 -4Y. 5-05 -0 52 t2 -:C- o GI __a TGJSS s1 7Rrlr ; 19- C- 0 !DAD INCKASE - 1.15 • 'C JJIF Ll ( 50- 0i•CLI 20.01 - 70.0 Ptr b . J1ILt LL! 2C0.0: •C.: 120.01m 310.c rt.F C-3)(6%) C -5x7.7 E LI •11. �y P 3 -C7 -13 12- 1U-Lea C -2 =x4.3 C-1x2.7 M/•71 M :i 1. Oe..4 se Gene* WMS. 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De , useu s !to ter a b•ticf, 'home to be Ia Lti /need r 0 c.t. arc et 12.0 • .. a »n'- 1 + 1^ I•e- 3. 2.s 4f:r. co hog. be:.y s.•- .•efw shim" . . Mess l , est.+g. 4% a .al •t t . wow •11. 14 •I the 1. }• t . C"'Ik•1s . *% r 1 Mute i e •3 be ofri .n r rwr- ceei,ura ewra- nee +•. .1•e 1• for ebs e. rs1e.e i .1 -1. e1.o1 term!'... bee .y I. • tv[ • ten... !Chen at •••3• .1 •ettesate. ]. •••1.6•1^+. /e4.1•• e • •• Old 1 . •41 It s! to <. et r: 0:. fa't. feint •:1 7.1! af4 .I. - r! sa ■: - ;97141 " M S to ti,111 f Is no n4 e e no •. • .. A 1 oe•rvcMe w!• e' ..',- •r+:f el 10. :.• Osr•: a ••••a c ' •'= t..frT: u f`eu.t. •a:•:.: tY re Nets . ear t.C F4 ••11. 11. 1•••Carr" tus Pal Sr Ian 7. a.:e•R• YM S r Fre r'" . tea .•LS, I.O•sit ;AC :Wes ti ye, n• rle:,4.+- .se r. At-etirev.le :C ;t• . ANSI/7P! T S- 1 d. 1 3 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. S :NSZ.E iEM@;R rcr:!s 644: C1 1- 5 .470 M 1- - 41 0 2- 5270 M 0 t1 3- 3376 w 3- K 4. 1. 5- LErT - 7573 RSCM7 - dtAai :N'U :FAA 1/= 5U1PEO ISO. IM :o:N7 1 4.13 OF / 5.31 MF / 6.07 5Pi :0:141 7 4.04 OF / 5.31 PO' / 5.3: SPF 4 Laterally trace to roof tllaphra+1. • ?1[4 wen Grace ruqulr40. • WOODINVILLE TRUSS, INC. RD. BOX 558 WOODINVILLE, WA 99 072 - 0588 C r?(P1 FE i C ?10:01 cooler's :I1 UeS -97 1 515 -3273 2414 - 3ri7i1 -I?J t• 2554 Trio t'-sloo P- eorrel ? ^C+ Cc'CGtrr 11.w Py hnn.11'+llle TrU57 JPC MYer• // pufius Inc. • plywood lumber woodinville truss computrus inc scott r carroll NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Incomplete Letter # Response to Incom ❑ P P 0 Response to Correction Letter # 2 Revision # I after Permit is Issued Date: Project Name:_, Project Address: Contact Person: D l City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite.100 Tukwila, OVA 98188 (206)431 -3670 Plan Check/Permit Number: 2o < ; f- t vfk -€ lLJ1 /3616 ❑ Entered in Sierra on tt- Phone Number: Zo 6' 7 237/ Summary of Revision: Sheet Number(s): --" "Cloud" or highlight all areas of revision including date of revision RECEIVED Received at the City of Tukwila Permit Center by: CITY OF TUKW11 -A PERMIT CENTER 08/30/00 March 07, 2001 City of Tukwilla Plan Examiner/ Inspector Wk: 206/ 431 -3670 Re: Modifications to Permit Plan D01 -023 Parcel No: 334740 -1420 Dear Plan Examiner; As per my conversation with your on 3/8/01, I am submitting modifications to the above project for review and approval. The following modifications may substitute the plans approved, upon review and approval by your office: 1. Install a Milgard Bay window in lieu of the window shown on sheet A2/ detail 1. 2. Change the specified 8" foundation wall to a 6" wall (Sheet A -3/ detail 4). This is a standard single story dwelling. 3. Change note #2 (Roof diaphragm) on sheet S.I to 1/2" rated sheathing w /8d nails @ 6" O.C. at all panel edges and 12" O.C. at field, typically. 4. Change note #5 (Wall diaphragm) on sheet S.I to '/" rated sheathing w /8d nails u 4" O.C. at all panel edges and 12" O.C. at field, typically. ( cw..e. 4' GC- 5. Change note #6 (Floor diaphragm) on sheet S.1 to 1/2" rated sheathing w /8d nails @ 6" O.C. at all panel edges and at field, typically. c 1 c' c . C,�1 �) � L'� 6. Location of "new" Crawl Space (sec sheet S.1/ detail maybe altered due to 2,1/ existing crawl space interference. New crawl space access between the existing and new addition shall meet minimum sizing requirements. If you agree to the above terms and conditions, please acknowledge by signing below and dating. Sincerely, Klinge & Associates, Inc. Duane Klinge Principal I Date 20517 SE 241st Place Maple Valley WA 98038 Phone: 206 793 / Fax: 425 -9 Plan Examiner City of Tukwilla RECEIVED CITY OF TUKWILA PERMIT CENTER ACTIVITY NUMBER: D01 -023 PROJECT NAME: JACK ERSKINE SITE ADDRESS: 4620 S 122 ST Original Plan Submittal Response to Correction Letter if DATE: 01 -30 -01 SUITE NO: Response to Incomplete Letter # Revision t After Permit Is Issued PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DEPARTMENTS: ( Z51bt Buildng D ision Fire Prevention Ma/ /-l1+ - t Public Works Structural 41114 Q.- frOk DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 7 Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: as•11wr► CORRECTION DETERMINATION: Approved YrAnull [xK 'JII I I Approved with Conditions I I sR n n REVIEWER'S INITIALS: Planni g Division Ea Permit Coordinator DUE DATE: 02 -30 -2001 Not Applicable No further Review Required n DATE: DUE DATE 3-1 -2001 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D01 -023 DATE: 01 -30 -01 PROJECT NAME: JACK ERSKINE SITE ADDRESS: 4620 S 122 ST Original Plan Submittal DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Commen TUES /THURS ROUTING: Please Route Response to Correction Letter it di n REVIEWER'S INITIALS: uwtoun L) X ;err PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ri Structural eview Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with ry ditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: SUITE NO: Response to Incomplete Letter 7I Revision if After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 02-30 -2001 Not Applicable E [1 No further Review JCequi .d n oA / OL DUE DATE 3-1-2001 Not Approved (attach comments) DATE: 24+ el%) ( Not Approved (attach comments) n n DUE DATE I I DATE: z w 6 V O U) 0 CO LU CO u. w 0 N d w z � O ILI w U� - 0 ww Q u.i U� O z PERMIT NO.: BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested ❑ 00095 Footing Drains c, 00100 Foundation Footings ler 00200 Foundation Walls ❑ 00250 Foundation Insulation 0 00300 Concrete Slab /Slab Insulation (lo 00350 Crawl Space ❑ 00400 Shear Wall Nailing 12/00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney 2/00610 Chimney Installation/All Types t _ 0700 Framing 0750 Roof/Ceiling Insulation 000800 Floor Insulation 9 00801.... Wail Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling [ Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire E 01700 Final- Building 0 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special - Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special- Structural Masonry 0 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 0401 Special- Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System TENANT NAME: J A N it 7 4 c ?°j 4a4.14-, CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment Q' 0015 Engineered truss drawings & calcs shall be on site (R Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ( , 0025 All wood to remain in placed concrete shall be treated ❑ 026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 028 Rack storage requires separate permit (� 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds. concrete, stone foundations, flat concrete ❑ 0034; Manufactvrea) installation insuu, lions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent tlotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Plan Reviewer: Permit Tech: il Date: — l eo - 2.00 1 Date: '1(12 ACTIVITY NUMBER: D01 - 023 DATE: 01 - - PROJECT NAME: JACK ERSKINE SITE ADDRESS: 4620 S 122 ST SUITE NO: _ Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter It Revision it After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: TUES/THURS ROUTING: Please Route ri Structural Review Required No further Review Required REVIEWER'S INITIALS: [ / DATE: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved Y'RRUIII* IM/C PLAN REVIEW /ROUTING SLIP C C Fire Prevention Structural Incomplete ri n REVIEWER'S INITIALS: Approved C Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: Planning Division Permit Coordinator n n DUE DATE: 02-30-2001 Not Applicable DUE DATE 3-1-2001 DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -023 DATE: 01 -30 -01 PROJECT NAME: JACK ERSKI N E SITE ADDRESS: 4620 S 122 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter If Response to Correction Letter it Revision if After Permit Is Issued DEPARTMENTS: Building Division Public Works n n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete' Comments: Y9Rt NIIt nbC Incomplete n TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) C n u Planning Division Permit Coordinator C DUE DATE: 02-30 -2001 Not Applicable n No further Review Required N% DATE: `k - 01 DUE DATE 3 -1 -2001 Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 - 023 DATE: 01 - - PROJECT NAME: JACK ERSKINE SITE ADDRESS: 4620 S 122 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter # Revision if After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LI Comments: TUES /THURS ROUTING: Please Route ri Structural Review Required No further Review Required REVIEWER'S INITIA APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: v7u[ourt [xx PLAN REVIEW /ROUTING SLIP Fire Prevention Structural n n Planning Division Permit Coordinator n n DUE DATE: 02 -30 -2001 Incomplete n Not Applicable n DATE: ni . 3► .0 t DUE DATE 3-1-2001 Not Approved (attach comments) n DUE DATE Not Approved (attach comments) DATE: LICENSE DETAIL INFORMATION Form Page 1 of 1 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License KLINGAI003DG Name Address Address City State Zip Phone Number Effective Date Expiration Date Registration Status Type Entity Specialty Code Other Specialties UBI Number KLINGE & ASSOCIATES INC 20517 SE 241ST ST PLACE MAPLE VALLEY WA 98038 4254132520 3/7 /00 3/2/01 ACTIVE CONSTRUCTION CONTRACTOR CORPORATION GENERAL 601978203 * *'VIEW PRINCIPAL OWNER(S) FOR _ THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * New inquiry by CITY, N aME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &1 Construction Compliance Home Page http: / /www.lni.wa.gov/ contractors /TF2Form .asp ?License= KLINGAI003DO * 2/21/01 duane klinge code or of cc:, 's copy of approve, ack:',owleaged OTOy U Per n,;` No r.'t -023 r „S'E 7 F C9 e : F u PIPING TJA .GLA ... irlyd RE. VISIONS ISPOWS BE MACE TO r• V.. WTI-10,1T Pr -" RECEIVED CITY OF TUKtn�tlP JAN 3 0 2001 PERMIT CENTER w1 -023 GENERAL / STRUCTURAL NOTES CONTRACTOR KLINGE & ASSOCIATES, INC. M41 e- 1/%4"lor'ge03 lel: 935 -91J -1540 lax - 415 - 913 -811) I I I 1.0 GENERAL THESE STRUCTURAL NOTES SUPPLEMENT THE DRAWINGS MY 4.5 GLUE- LAMINATED TIMBER DISCREPANCY FOUND AMONG THE DRAWINGS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE DESIGNER, WHO ALL STRUCTURAL GLUE - LAMINATED TIMBuO, MATERIALS MANUFACTURE AND SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE 0;7AUTY CONTROL SHALL BE IN CONFORMANCE MTH VOLUNTARY PRODUCT CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE STANDARD P.S.56 "STRUCTURAL GLUED LAMINATED TIMBER ", AND ALL CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE MEMBERS SHALL BE MARKED MITH A QUALITY MARK THEREOF. ALL PUSS DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR SHALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND DRAWINGS. ALL MEMBERS SHALL BE BRIER COMBINATION 22F -V4 (SIMPLE SHORING DURING CONSTRUCTION. SPAN) OR 22F -V8 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH 1.1 CODES WATERPROOF ADHESIVE PER P.S. 56. ARCHES SHALL BE COMBINATION 24F -V8 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE ALL METHODS, MATERIALS AND WORKMANSHIP LL CONFORM TO THE REQUIREMENTS OF THE CITY OF SEATTLE THE 1997 SEATTLE BUILDING CODE', 5.0 MISCELLANEOUS ERECTION BRACING AS NECESSAR 1.2 DESIGN CRITERIA VTRIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. MILE A. LIVE LOADS ARE INSTALLED REFER ES TO ARCUNTIL PERMANENT SUPPORT AND STIFFNESS HITECIURAL PLANS FOR WALL OPENING, 1 . ROOF (SNOW) 25 PSF ARCHITECTURAL REFER TO, FLOOR RES 40 PE MECHANICAL L TREATMENT . AND DIMENSIONS NOT SHOWN. AND ELECTRICAL PLANS FOR SIZE AND LOCATON OF ALL EXTERIOR BALCONIES BO PSF OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., : NOT STUART . B. LATERAL LOADS: 5.1 PROJECT NOTES ALLOW 33 -1/3% INCREASE IN STRESSES FOR WIND AND SEISMIC FORCES. LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOORS TO 1. WHEN WORK NOT SPECIFICALLY CALLED OUT IS REQUIRED TO COMPLETE THE SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE PROJECT, IT SHALL BE OF THE BEST MATERIALS AND WORKMANSHIP ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING IS RESISTED BY THE DEAD 2. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO LOAD OF THE STRUCTURE. PROTECT THE PUBLIC AND ADJACENT :2CPERMS FROM DAMAGE THROUGHOUT CONSTRUCTION. CONTRACTOR ASSUME:' ALL UABILTY FOR DAMAGES INCURRED. 1. WIND:. EXPOSURE B, BASIC WIND SPEED = 80 M.P.H., PER UBC DURING CONSTRUCTION. 2. SEISMIC - ZONE 3 PER UBC 7. FRAMING CONTRACTOR SHALL VERIFY ROUGH OPENING SIZES AND DETAILS FOR DOORS, WINDOWS, EXHAUST FANS AND VENTS. z (ZIC /Rw)xW =V ; Z =0.30, ..co, C =2.75, Rw =6.00 V =0.140 (DEAD LOAD OF STRUCTURE) 8. PROVIDE MIN. 24' NFS MATERIAL AR - JND ALL FOOTINGS. a 2.2 UTILITIES 9. PROVIDE MINIMUM COVER AT ALL F A ON FOOTINGS PER NOTE SECTION 1.2 - VERIFY LOCATION OF ANY EXISTING UNDERGROUND ELECTRIC SERVICE, GAS, 10. ALL BEARING POSTS AND WALLS SHALL BECONTNOUS TO FOUNDATION AND WATER AND SEWER LINES PRIOR TO EXCAVATION. OR INSTALLED WITH SOLID BLOCKING AT INTERMEDIATE FLOOR FRAMING. 11. INSTALL CONTNOUS 4" PERFORATE' DRAIN TILE (FABRIC WRAPPED) ALONG ALL FOOTINGS FOR HABITABLE CRAM. SPACES OR BASEMENT AREAS UNLESS NOTED 4.0 CARPENTRY OTHERWISE on PLAN. 4.1 ROUGH CARPENTRY 12. PROVIDE A HANDRAIL GRIP W/ MIN. 1 1/4" -'MAX. 2" SECTION THICKNESS. PROVIDE HANDRAIL ON MIN. ONE SIDE OF STAIRWAY. RETURN ENDS OF HANDRAILS ALL TO FRAMING LUMBER SHALL BE STUD GRADE HEM -FR FOR STUDS AND OR TERMINATE IN A NEWEL POST. TOP OF HANDRAILS 50101 NOT BE LESS THAN 34" STANDARD OR BETTER FOR PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW. AND NOT MORE THAN 38' ABOVE THE NOSING UNE ALL 2" LUMBER SHALL BE KILN DRIED (KO) OR SURFACE DRIED (SD). EACH / PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER 13. MAXIMUM SILL HEIGHT OF EGRESS WINDOWS IN BEDROOMS SHALL BE 44" AB, INSPECTION BUREAU SHOWING GRADE MARK OR APPROVED EQUAL OTHER FINISHED FLOOR. PROVIDE AT LAST ONE WINDOW WITH A MINIMUM OF 5.7 SF MATERIALS AS SHOWN BELOW NET CLEAR OPENING, WITH A MINIMUM OF 24" HEGHT AND 20" IN WIDTH OR EXTERIOR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE FROM 2x & 3x STUDS - STUD GRADE 'HEM-FR BASEMENTS AND FROM EVERY ROOM USED FOR SLEEPING PURPOSES 97.95' PROP. L 98.60 \ 20'-0" .:. - - .. - I ' i 23-0" z -� Q- a D6Si. POWER POLE - .� '., 9800 `. . .EXI CHAIN _, .INK GATE - • •L NANKING b1-14.,t ...:. .. . .. . . . . . . ... ' ' ' ' EXIST.* T ' ' ----- '_ - ' ' � . • ' - 98.60 _ , , ...... .. - . - .. EXIST. ,. >m PANe BOX > ', ° r p PROPOSED ADDITION F.F.E. =100' (assumed) :3' -0" Iff RIDGE 114.3' PLATE - 108 12" OVERHANG N EAVE TOP. -• 98.00' II 4u. N LJ TO PROJECT ADDITION to ERSKINE'S RESIDENCE OWNER /LOCATION - - - JACK & PAM ERSKINE A 901]0 W� ij 'If ! I i �/ L j . � _ 1j I A - �/ figiKWV --T • 28' -7 1/4" 18' - 4 3/4" 12'-7" 98.84! I / t Is t - . 2x JOISTS - A HEMLOCK FIR 15. VENT DRYER TO OUTSIDE, VENT DUCT COMBINED TOTAL DISTANCE NOT TO 4 x 4 & 4 x 6 COLUMNS - #1 DOUGLAS FIR EXCEED 14 , W11-1 2 EACH 90 DEGREE ELBOWS. 6x HEADERS - #1 DOUGLAS FIR TO HEADERS - #12 DOUGLAS RR 17. HEAT PRODUCING APPLIANCES SHALL BE REQUIRED TO HAVE SIESMIC BRACING ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE INSTALLED PER UBC 504(b) PRESSURE TREATED 19. PROVIDE GROUND FAULT INTERUPTED RECEPTACLES (GR) IN GARAGE AND WITHIN 6' -0" OF KITCHEN AND BATHROOM SINKS. PROVIDE GO RECEPTACLES 4.3 CARPENTRY HARDWARE WITH WATERPROOF COVERS AT OUTDOOR LOCATIONS. A. BOLTS SHALL BE ASIA A -307. 20. APPLY FOUNDATION INSULATION AGAINST COLD SIDE OF FOUNDATION WALL OR AS OTHERWISE SPECIFIED. B. WASHERS SHALL BE MALLEABLE IRON WASHERS(MIN). C. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY. 21. PROVIDE APPROVED CLAD FLASHING AND COUNTER FLASHING FOR EXTERIOR OPENINGS AND ROOF - WALL TRANSITIONS. PROP. UNE 82.6 97 96' 98.58 D. LAG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION. 22. PROVIDE AN APPROVED WEATHER-PROTECTIVE BARRIER UNDER WOOD SIDING '.. "TYVEK ", PERFORATED FELT, OR APPROVED EQUAL E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER ICBO APPROVED. 23. PROVIDE CONTNOUS 6 MIL. VAPOR BARRIER. TAPE ALL SEAMS AND PUNCTURES PLOT PLAN / F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN TAB ALL INTERIOR TO EXTERIOR WALLS AND CEIUNG WHILE FRAMING. UNHEATED PORTION OF BUILDING SHALL E GALVANIZED. I 24. PROVDE CONTINOUS 6 MIL. SQU VAPOR BARRIER THROUGHOUT ALL SCALE 1"= 10' ,o, CRAWLSPACE AREAS OVER FINISH CRAWLSPACE GRADE AND EXTEND END UP INSIDE Z FACE OF EXTERIOR FOUNDATION WALLS. 25. PROVIDE MIN. 2° CLEAR ABOVE ATTIC INSULATION FOR VENTILATION. 26. PROVIDE SMOKE DETECTORS ALL LEVELS, WIRE IN SERIES WITH BATTERY BACKUP.' UL110 AS PER UBC. 1 � REGISTERED ' l ARCHITECT STATE OF WASHINGTON TAX ACCOUNT NUMBER LOT COVERAGE BUILDING HEIGHT DES /CAD BY: NESS MAD a - ao, -aaa < %s- =o + -0!3 DATE: XXXXXX -XXXX SITE AREA: 5,000 SF (ACTUAL) LEGAL DESCRIPTION ( ) BIT CH HEIGHT: +10' SITE AREA: X SF (FOR LOT COVERAGE) PITCHED ROOF: +6' 2 3 (35% = 1624 SF) TOTAL ALLOWABLE: +35' MAX. ALLOWED COVERAGE: X SF PROPOSED: +15. '. PROPOSED COVERAGE: HOUSE (w/ PDRCHS): X S (X%) SHEET INDEX GARAGE IA S F X TOTAL: X SF X% � A I� Tt SITE PLAN; LEGAL DESCRIPTION; NOTES; I V I-E R VI O U S SURFACE Al FLOO PLAN; DOOR /WINDOW SCHEDULE; SITE AREA: II A.2 BUILDING ELEVATONS,WALL SECTIONS A.3 MISCELLANEUOS DETAILS S.1 7 PERCENT OF LOT: X % ,, :. !Yv/ e.S . '0 code or of cc:, 's copy of approve, ack:',owleaged OTOy U Per n,;` No r.'t -023 r „S'E 7 F C9 e : F u PIPING TJA .GLA ... irlyd RE. VISIONS ISPOWS BE MACE TO r• V.. WTI-10,1T Pr -" RECEIVED CITY OF TUKtn�tlP JAN 3 0 2001 PERMIT CENTER w1 -023 CI EXIST. -PAVEMENT 35 - 4' - O ° FLOOR AREAS _ w N w A o 0 BASEMENT LIVING AREA (EXISTING): 910 SF FIRST FLOOR LIVING AREA (NEW): 169 SF SECOND FLOOR LIVING AREA (EXISTING / REMODELED): X SF Fes' / A 1 TOTAL LIVING AREA: 1079 SF COVERED PORCH AREA: X SF I I I EXIST. EXIST. PNL BOX — K M „o ,s VENT & FIRE PROTECTION SYMBOL KEY SMOKE DETECTOR - 110V (HARDWIRED) W/ BATTERY BACKUP UTILITY KITCHEN EXIST. DINING Q 1. 8' -7 1/4" EXIST. o In —ROOF ABOVE - / LIVING RM. EXIST:. PLUMBING'. & ELECTRICAL NOTES I. NO DOMESTIC WATER PIING ALLOWED N ATBG 2. WATER RPNG N IXTEIZIOR WAN STALL INSULATED PER TIE WA4QW90N STATE ENERGY CWE MW swat BE LOCATED ON THE WARN STE OF THE WAG. ItW.ARON 3. PROVIDE PRESSURE RF1.UF FRON HOT WATER TANK T(1 EOEMgt, TERMINATED AT A '. NON - HAZARDOUS LOCATION. 4. ALL CUTLETS N KITCHENS ARO BATHROOMS TO BE CN.C:RORNT FAULT BNEIRFDR ((RI) CIRCUITS .. 5. HARDWIRE FlOURESCENT MUR6, HOT WATE! TA.4K PO, 19CR0 -HOOD, AND DISiWA4ffR 6. CENTER SUNG MOUNTED MITT : .CURES IN R0011 WHERE DOOM 7. EXHAUSE DUCTS WWI BE 1.11181 . 5550 DULY. TTRIRNATE AT LEAST 35' AWAY FROIt ANY OPENING AND NSP.AIE TO R-4 N UNOOtmDONNID SPACES COMMENCE COMMENCE OUTLET Y CUING WETS Or CABLE TV {� ✓ r ` - fit, n /3 11 6M0 . U ��,� y enlLll(�7 ((,f(, ((igL1 / i'1 "( Y.IM" / Lrr icc 14.1511014 �q I Y+(� 1� r I NEW 2' 6"X2' -0" BATH EXIST. CRAWL SPACE REMOVE EXIST. WALL I / - w w z Y rn rn L' w o F °' " o � t < 1= Y , E U a o O ' o F6. a o ROJECT ADDITION to ERSKINE'S RESIDENCE JWNER /LOCATION JACK & PAM ERSKINE Nknlla. �WP.51901I0 '.. F 3 -Fl — -- CABLE BOX& O TO RELOCATED -- l A _ 2 BEDROOM I I., EXIST. NT WP M ® ' L BEDROOM EXIST. TAMIL RMGFI I 1 : � • REMOVE EXIST. WDO.' &PATCH OPENING Q ® refs p, fi re, ace PLAN NOTES: I V \ 15 -4 3/4" 12' -7° t.' CONTRACTOR'. TO VERIFY EXISTING CONDITION, QUANTITIES, DIMENSIONS ON SITE NOTIFY ARCHITECT /ENGINEER OF ANY DESCREPANCIES MAY DISCOVER ON SITE AND PLAN BEFORE PROCEEDING ANY WORK. DO NOT SCALE OFF DRAWINGS. 2. FRAME MAIN '.FLOOR 'EXTERIOR WALLS W/ 92 5/8 "X2X4 STUDS NO 16" O.C. TYP. 4111) . ,, . /Vo/,s� oF�� /K FLOOR PLAN �1 _' // 1 c E 6, (R l L t3 E /N57A 1 z C r, • is • 4. WALLS DIMENSION TO THE EDGE OF PLATE TYPICAL 1 UNLE555Wc!{7»tcS_ SCALE 1/4" = 1' -0" {J, S, FP,A, F /�� 5. DIMENSIONAL LUMBER TO BE HEM -FIR #2 TYPICAL UNLESS NOTED OTHERWISE ON CONSTRUCTION DRAWINGS. - 3F j� 7E 48:.11, P. aMIT 6. USE 4X8 DF -L #2 HEADER OVER EXTERIOR DOORS AND WINDOWS. BEAMS AND /S _-62<, /[2gTD FOB 77N5 HEADERS TO HAVE 1 1/2" MINIMUM BEARING TYPICAL UNLESS NOTED OTHERWISE. /N6T4ZCL1 -Tl0N, REGISTERED N 1 ARCHITECT STATE OF WASHINGTON WINDOW / DOOR SCHEDULE DES /CAD BY: NESSMAD 5 zrzi la.. i15- 20a -OOi3 DATE: MARK R.O. WINDOW TYPE(S) GLAZING AREA (EA) GLAZING AREA # (TOTAL) FRAME GLAZING U (AVG1 LOCATION(S) NOTES O 5Q6D SURER / EGRESS 20.0 1 30 VINYL DOUBLE, LOW -E4, 1/2 .65 ADDITION EGRESS TOTAL GLAZING AREA 30 SF (17 %) PRESCRIPTIVE REQUIREMENTS APPROACH; WNSEC CH. 6 / TABLE 6 -2 / OPTION I`/ GROSS (HEATED) FLOOR AREA X SF EXTER. WALLS: R -19 TOTAL GLAZING AREA (PROPOSED): X SF (X%) ROOF /CEILING: R -38 (ATTIC) TOTAL GLAZING AREA (MAX. ALLOWABLE). X SF (X %) ROOF /CEILING R -30 (VAULTED) GLAZING: U =. 0.65 MAX. SLAB ON GRADE FLOOR: R- 10(PERIMETER).. EXTERIOR DOORS: U= 0.40 CI CITY O TUOItA APPROVED FEB Hi , WALL o LI , < (9 ' CP) < A PR .? LcV . 6 1 1 - PREFAB CHIMNEY EXTEND 2' ABOVE ROOF urs IV NEW WNDOW TO MATCH EXIS11NG (D3ST) FLOCR JOIST MG MKS. 22a0ER - GLE is NAL TITL - • • JOST SZE 0 SPACES FER FOUNDARON PIM (DTST) 5.5/1 1 1 5.5/12 It --3/4 . 1 wi Not SISSON 1.1825 .asr MASS. (CR EWE) 1 1 CHUNG EEL 0 -8 Z' U Ly 1 I GONC. FOOTING 1 (20.) EXISTING BUILDING Mitirk: 1 - WALL SECTION SCALE: 1/2' = 1 EXTERIOR SIDING TO MATCH EXIST. FRONT ELEV. VJ L I 0 (T, L EL ' Y -,. ' E l , ' F.1 w . 2 6 - 6 .', F= 0 6 a 8 Lu id ( Z ) o_ 0 3NI)IS13 INVd 8 >lOVf NOIlVOOI /213NMO 3ON3GIS32! S,3NI1S213 NO11100V 1O3f'ONd SCALE 1/4%=r-0" t t 0 - ) r n ROOF K3UIABON (R30) 30, BUILDING FELT PAPER i COX TBOOD OR 7/113 OSB PL ROOFING MA TO MATCH LS 1 - EXTERIOR I . 1/2 SHEMIN° ,„, ST. - SIDING TO MATCH 1 EXIST. ...RED TRUSS. 0 24 0.C. ',..,_ SVP.IN H2 (OR EQUAL) Ek TRU. 6.8/12 2 8/1 ._ N PREFAB CHIMNEY EXTEND 2' ABOVE AN,t R o oF ,uRrAcc.- -- (AA ltt IV Fee-t CJV Cit tAt \ 141•11118161414=7 AL 'TIER '"" SCREW TME GUT. HANGER L_____ 5/8,11E MP. BEL CEILING 1TP. wspugEse 7,ATE_ lz l■ IF (umai Dast) i :4 II _ 1 1 - CEDAR FASCIA (REF. ELEVATION) (MAT01 MST) EXISTING BUILDING ROOF LEADER C G valo EFL. 1 „ ,.. „ DOUBLE HMG 2ASS MOONS tY, AUAL garour. GYPSUM 1 , 1 NAT. Daso o rm.,. SolbrIT obAie. FRAM. wALL INSULATION .,- 20EISCR SIDING S-% (TO MATCH .ST.) Z.,-:, V/ItSILIVEATNe 1 YES, W/ BURDEN , (R19) gjonprthrti M.VE 5 /' 3/4 MG PLYWOOD SUBFLOOR - GLUE 0 NAL 1YR pr SKIDS .../ ..-J[ N \ R S TE R c E T D SIDE ELEV. ROM JOI. SEE dr SPAM. PER FOLMAR. SAN zt 13 Tit , APE , R y S BURS. . RIM JOIST STATE OF WASHINGTON () LEFT SCALE 1/4 =r--0" 6888 1 .... iiii 1,1aic, P" „Al! T.1Wa=11.1.1.WT DES/CAD BY : I l ESS t i ght DATE: CONCRETE FOOTING S REI NFORCE . 1.I.Y PER FOUNDATION PLAN ,_... Ill '. ..i , ' ' .._ 6:E C MINIMOY PeE5,42,pTiVi)1?aameemENT ,,e. 2x4 wake- =---- lz- t ■ Fie5SZ,aa RAM Ttos "R. For. Sktexatiw 'R Ft (308 umcs , pc , s R.32, At 6AEAAN1 SECTION C2 CD WALL SCALE 1/2" :.-- 1'-0" • CITY O TUOItA APPROVED FEB Hi `YnV. py,, p...vn ,,.a, -, r OM g U °, ¢ P z d > == J _ r ��� 0 2x SOLID BLOCKING (EXCEPT w WHERE ENDS OF JOISTS ARE i I o Y o� OR M JOT y OR TO AN N ADJONG JOIST g A ^ — 7 2X6 PRESSURE TREA :1 • 1 )( T T ___ O CDT 0 O I. ' M1Ni4-CO 0 4 VERT. ® 0) jk4COFiT111110LS 18" O.C. LET SUP OF FNDrd ow_ fi g( , - - E III - III I1 -� I— -- - III - III =11 I III -1 I I n I- III -1 n o M 0 NOTCHES NOT PERMITTED x Q WITHIN Z miller I-I I I- - III leCipa l I II III = III III I - t ill 111 IICI� NOTCHES WITHIN ` 1/3 SPAN EACH END " THIRD OF SPAN, BUT BORED HOLES ARE " ALSO PERMITTED BORED HOLES PERMITTED ' jam 34 CO /� ' °" ��- li O 1 4 2, qs Kg" 12 MIN. PENETRATION / r)I FOUNDATION DETAIL O JOIST SCALE = 1 „= 1, -0. C �TYP. SCALE: 1 "= 1` -0 (2) - 16d AT 12 "O.C. / 48" MIN. r 2 X SPLICE 2 X SP J� ICE 2 X STUDS A (TYPICAL) PLATE 2 16" O.C. SPLICE O TOP SCALE = 1 " =1' -0” ROOF SHEATHING PER PLAN REGISTERED \ A BORED HOLES- MAXIMUM SIZE HOLE, 40% OF WIDTH 2x4 -1.4" (1 - 3/8 ") DIA. HOLE 2x6 -2.2" (2- 3/16 ") DIA. HOLE BORED HOLES IN DOUBLE STUDS - MAXIMUM SIZE IN HOLE IN DOUBLE STUDS 60% OF WIDTH. NO MORE THAN TWO ADJOINING % WIDTH 5/8" MIN. EDGE DISTANCE I FULL DEPTH BLOCKING (MAY BE DRILLED OR IOd 0 R" O.C. NOTCHED FOR VENTING) z TOE NAILING PER SHEARWALL SCHED /', STATE GF WASHINGTON DOUBLE STUDS TO BE BORED. 2x4 -1.4 (1 -3/8") DIA. HOLE 2x6 -2.2 (2 - 3/16 °) DIA. HOLE NOTCHES - MAXIMUM DEPTH, 257 OF WIDTH 2x4 -.87" (7/8 ") DEEP NOTCH STUD ► PRE MANUF. TRUSS P •'.N H2.5 0 EA. TRUSS mi 0 (...._ (....) z 3 DES /CAD BY: NESSMAD Nor :zs DATE: 2x6 -1.37" (1 - 3/8 ") DEEP NOTCH EXTERIOR WALLS AND BEARING WALLS SHEAR WALL PER PLAN NAIUNG PER SHEAR WALL SCHED. WALL g ® ° STUD PENETRATION EXT. BEARING 3 O NO SCALE SCALE = 1"=1'-0" � 6 Yo W W i e� LGSS`FSE /2` 1 stneeopEA '7 "r✓IINIMLI1 INTOO Tp E„ Re sT (AW5oRSN'FF-c. Q1sGk1+ocorn+,a a. or- ea, �Gp�G u.NAte _ s A MIN • ek , X ye 60,4a, CITY OF TUUWS ApPROA'1D FEB (i1 TO AS A,J.LU °a G116- CIb -SLb SL- CIb -SF6 'MI q MNo UL � j'M1M2 �E [ISOL 'ONI 'S3IVIOOSSV 30NI1N a01OVa1NO0 / / / slope / - El I l • ! -- - -, --I �I / / / EXIST. h1 ROOF 1 — — — FOUNDATION I DS . FLOOR ' ._ ING ! I \ 1 NEW \ Vi.LLEY \ \ \ ... 11 - -- NEW 2,--6-X2.— CRAWL SPACE E — EXIST. ' \ VALLEY \ — — — - _ ® slop slope (PROJECT ADDITION to ERSKINE'S RESIDENCE OWNER /LOCATION JACK & PAM ERSKINE 46]0 S. I]P ' iukwtln, Wq. 8178 2010 J`IST @16'O.C. EXIST. ROOF I OVERHANG n - I n �, ( ENGINEERED g- PRE FAB TRUSSES i ® 12 ° 016 ° SCREENED 12 ° X16 ° SCREENED I NV FOUNDATION VENTS FOUNDATION I VENTS. 12 D:S / U.N.O. L EXIST. PREFAB CHIMNEY X 12 O.H 4 ` D.S. TO EXTEND 2' ABOVE A - REMAIN ROOF SEE ELEVATION O FOUNDATION /FLOOR FRAMING PLAN ROOF SLOPE INFO. SCALE 1 = -0^ ROOF FRAMING PLAN O SCALE: 1/4" = 1' -0" STRUCTURAL NOTES: 1. PROVIDE SIMPSON H2 HURRICANE 11E AT EVERY OTHER 5. WALL DIAPHRAGM - 1/2 APA RATED SHEATHING W/ RAFTER OR TRUSS. 8 d NAILS ROOF T ALL PANEL EDGES AND- 6-0: AT FILED. TYPICAL (\ n a: ' ] I C �rgce L.w lS 4 � ' ". 8'0 2 ROOF DIAPHRAGM - 1/2 APA RATED SHEATHING W/ Z 8d NIALS ALL PANEL EDGES AND-O O.0 - 6. FLOOR DIAPHRAGM - 3/4 APA RATED SHEATHING WI 1 REGISTERED 1 ARCHITECT STATE or WASHINGTON AT FIELD, TYPICAL a 6 - ' F L 3/ 8 d NAILS @_31-0,C, ALL PANEL EDGES AND -12=83 Kft,, / C (� Z AT FILED, TYPICAL 3/127r)/ 3. PROVIDE 16d TOENAIL 6 O.C. AT ALL TRUSS OR RAFTER BLOCKING CC ��. �^ 10 " G_c TO TOP PLATE CONNECTIONS. / 4. PROVIDE CONTINUOUS, RIDGE VENTING 0 18 s.i. PER LINEAL FOOT. PROVIDE SCREENED 'BIRD BLOCK' VENTING 0 4.5 s.i. PER LINEAL FOOT. 8. PROVIDE 5/8 ANCHOR BOLTS @ 3' - O.C. W/ 2 °H2 °X3ga. WASHERS- SEE FOUNDATION PLAN FOR ANCHOR BOLTS AT FRAMING SYMBOL SHEAR WALLS. INDICATES DIRECTION OF FRAMING W/ BEARING POINT OPEN DES /CAD BY: NESSMAD "'oe -- I�. u s , . DATE: <1—<--�--y -y (LARGE OPEN ARROW) AND CANTILEVER (SMALL �r ARROW - I.E. TRUSS OVERHANG), AND INDICATES EXTENT OF FRAMING (HALF SOLID ARROWS) 4