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Permit D19-0376 - CURLEY RESIDENCE - REPLACE ROTTEN TRUSSES WITH ENGINEERED TRUSSES.
CURLEY RESIDENCE 4061 S 148TH ST EXPIRED 01/11/2023 D19-0376 /\ �~^�xx � Tukwila x.U~���o vU�m`m��xa Deportment of Community Development `u wivv3nutnccnzc,mov/ev=ru,.,jwite*.Lvu Tukwila, Washington 9O1WV n�""�'�o�'u��'36ro ''----- ---' Inspection Request Line: IO6-43n'935V Web site: http://www.TukwilaWA,gov Parcel No: Address: Project Name-, 0041000210 406IS148TMST CUKLEYRES|DEN[E DEVELOPMENT PERMIT Permit Number: D19-0376 Issue Date: 1/13/2020 Permit Expires On: 7/11/2020 Contact Person: None: Address: Contractor: Name: Address: License No: Lender: Name: 4D6lSl48TM5T'TUKVV|U\WA, 98168 406lSl48TH5T'TUKVVUA,WA, 98168 OWNER AFFIDAVIT 0NFILE -FRANOS CURLEY OWNER FUNDED ''' Phone: Expiration Date: DESCRIPTION DFWORK: REPLACE ROTTEN TRUSSES WITH ENGINEERED TRUSSES. Project Valuation: $3,00000 Type ofFire Protection: Sprinklers: Fire Alarm: Type nfConstruction: V8 Electrical Service Provided by: TUKVV|U\ Foes Collected: $272,99 Occupancy per IBC: R-] Water District: 125 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical [ode: VVA[296-46b: y Code: Public Works Activities: Chan ne|imtion/Strping: CurbCut/\ocess/Sidewm|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OversizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: O Fill: U Number 0 Water Meter: No Permit Center Authorized Signature: �� Date: �7/��1- 0 I hearby 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 nrlocal laws regulating construction orthe performance ofwork. |amauthorized tusign and obtain this development permit anel.,Xreetnthe conditions attached tothis permit. Signature: Print Name: This permit shall become null and void ifthe work isnot commenced within l8Odays for the date ofissuance, nrif the work is suspended or abandoned for a period of 180 days from the last inspection, PERMIT CONDITIONS: 1: Work shall beinstalled inaccordance withthoapprnvedconstruobonducuments,andanychongesmade during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: Truss shop drawings shall bpprovided with the shipment oftrusses delivered tothe job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion ofthis requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City nfTukwila Building Department (IOG431-3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. i.~ 8: VALIDITY UFPERMIT: The issuance orgranting nfapermit shall not beconstrued tobeapermit for, oron approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction oferrors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (3O6)43O'9350 1700 DUiLD|NGF|NAL~+ DGlZ EXTROOFING |N5UL 0409 FRAMING 0502 LATH/GYPSLIMBOARD 0401 ROOF SHEATHING 0603 RO0F/[E|UNG|NSUL CITY OF TUD, -\A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pen No. No• 03740 Project No. Date Application Accepted: ( I 2-t10 9 Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION 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** SITE LOCATION King Co Assessor's Tax No.: Site Address: 406/ 510 /7 774. Suite Number: Floor: Tenant Name: New Tenant: EJ Yes No PROPERTY OWNER Name: 6 Address: City: I 44 / State: to)4 Zip9s/a CONTACT PERSON — person receiving all project communication Name: ree.AN60 6,La (-E- Address: 1.0 4 1 90 4g 7-74- c-7 City: cwiut 44, State:ei/a_ Zip:yea Phone: 4z 4_ c..7 Dvs, (8 Email: e to Ardes.i. (_ tkAeo. GENERAL CONTRACTOR thFORMAT1ON Company Name: Address: AM City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architect Nam Patrick Franes Curley Address: 425-457-1818 440 shoo cam tanciscurl City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: A)07, i 43.;_otin rco Address: City: State: Zip: InApplications \Forms -Applications On Line12012 Applications \Permit Application Revised - 2.7-12.docx Revised: February 2012 bh Page 1 of 4 BUILDING PERMIT INFORMATI( 206-431-3670 Valuation of Project (contractor's bid price): 3, Existing Building Valuation: $ cop/ CtLb Describe the scope of work (please provide detailed information): c, Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ls` Floor l/ 2"d Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ❑ None ❑ 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 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2012 Applications\Pt rmit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Pease refer to Public Works Bulletin #1 for es and estimate sheet. Water District Tukwila 0 ...Water District #125 El Water Availability Provided Sewer District .. • Tukwila .. Sewer Use Certificate 0 ...Valley View El ...Sewer Availability Provided 0...Highline ... Renton 0... Renton 0... Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 .. Civil Plans (Maximum Paper Size — 22" x 34") • Technical Information Report (Storm Drainage) El .. Bond 0...Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): O .. Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - No Disturbance EJ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 El .. Total Cut o .. Total Fill cubic yards cubic yards 0...Geotechnical Report El Maintenance Agreement(s) 0 .. Traffic Impact Analysis 0.. Hold Harmless — (SAO) 0.. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance 0...Work in Flood Zone 0... Storm Drainage 0 .. Sanitary Side Sewer El... Abandon Septic Tank 0... Grease Interceptor 0 .. Cap or Remove Utilities 0... Curb Cut El ... Channelization 0 .. Frontage Improvements 0... Pavement Cut El... Trench Excavation El .. Traffic Control 0... Looped Fire Line El... Utility Undergrounding Backflow Prevention - Fire Protection Irrigation Domestic Water o .. Permanent Water Meter Size (1) El .. Temporary Water Meter Size (I) El .. Water Only Meter Size 0 .. Sewer Main Extension Public 0 El .. Water Main Extension Public 0 WO # (2) " WO # (3) WO # (2) " WO # (3) WO # 0.. Deduct Water Meter Size Private 0 Private 0 WO # " WO/1 57 FINANCg INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water 0 .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip FIAApplicationsWorms-Applications On Line \ 2012 ApplicationsTermit Application Revised - 2-7-12 doex Revised: Febnutry 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition), I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING R AUTH ED ENT: Signature: Date: /1 ---°Z6 -2c0 Print Name: 61,._r' Day Telephone: 4l 45 7-181R Mailing Address: /482°/ 4z ,u 4LJt. $0 ‹tia,A)17iii Gip 9 City State Zip Patrick Francis Curley 425-457-1818 franciscuriey44@yahoo.com HAApplications\Forms-Applications On Line \2012 ApplicationsTermit Application Revised - 2-1-12.docx Revised: February 2012 bh Page 4 of 4 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $171.17 D19-0376 Address: 40615 148TH ST Apn: 0041000210 $171.17 Credit Card Fee $4.99 Credit Card Fee R000.369.908.00.00 0.00 $4.99 DEVELOPMENT $158.58 PERMIT FEE R000.322.100.00.00 0.00 $152.08 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $7.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19660 R000.322.900.04.00 0.00 $7.60 $171.17 Date Paid: Monday, January 13, 2020 Paid By: PATRICK F CURLEY Pay Method: CREDIT CARD 077099 Printed: Monday, January 13, 2020 10:55 AM 1 of 1 SYSTEMS 0TUKWILABRAKTT 6208 SOUTH[ENTER BLVD TUKWILA' WA 98188 206'433'1878 CITY OF TUKWILA Date: 0I/13/I020 10:54:0I AM CREDIT [4Rn SALE MASTERCARD [4KD NUMBER: TxxN AMOUNT: $171.17 APPROVAL CD: 877899 RECORD #: 000 CLERK ID: Laurie Thank you! Customer Cooy Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY PAID $101.82 D19-0376 Address: 4061 S 148TH ST Apn: 0041000210 $101.82 Credit Card Fee $2.97 Credit Card Fee R000, 69.908.00.00 0.00 2. 7 DEVELOPMENT $98.85 PLAN CHECK FEE R000.345.830.00.00 0.00 $98.85 TOTAL FEES PAID BY RECEIPT: R19175 1 $101.82 Date Paid: Tuesday, November 26, 2019 Paid By: PATRICK F CURLEY Pay Method: CREDIT CARD 226458 Printed: Tuesday, November 26, 2019 3:29 PM 1 of 1 erri.9.ufsYSTEMS 0TUKWILABRAKIT 6200 SOUTMCENTse oLVD TUKNILA' W4 98188 I0*-433-1870 CITY OF TUKWIL4 ON: APOAo EOD # LRD 03:28:31 PM CREDIT CARD SALE frankie {CARDHOLDER'S SzGmxTUns} I AGREE TO PAY THE AgVvs TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT Thank you! Merchant Copy CO TUKWILu ETK4KIr 0200 5VUTMCENT[R BLvD TVnwJL4^ W4 98188 206'4]]'1870 CITY OF TVKNILA Date: 11/26/2019 03:28:31 PM CnsozT CARD SALE MASTERCARD CARD moMaen: TRAN AMOUNT: $I81,82 APPROVAL [D: 226498 RECORD #: 000 CLERK ID: frankie Thank you! Customer Copy o 0 HD Components, LLC 1.1807 ICE 99th St= Ste 1100 Vancouver WA 98682 ; Production Lim rt� CO. irtra` LY>Nc. Job #: s 1024603 Inv # D042759 = s P x°TP# T102346/Francis Curly 4061 S 148th St , Tukwila WA 98168$f - Printed: 1116/2019 6:45:41 PM Sch. DeI Date: 1/24/2019 2142ndAve east r WA 99390 ?iisa ` , . t1B 5555 'FAX: (253) 891=1 S$El T Cust. Acct #: SUM Standard Category: Residential c�onents LLC . . ' I � Name: Phone: Order Product; Roof Designer Roxann Watson Kendra Tym (s00).910-6750 CD Tym@homedep Sales Rep: Ryan Kittelson PO.Email: T102346 1 r e Qty TC Pitch Span TC L OH L-Cant L-Stub L-Heel Wt. Pcs Ply BC Pitch Height BC R-OH R-Cant R-Stub R-Heel Tot. Wt. BF A01 >,Y1 �i .2 6 /12 20-04-00 2 x 4 1-00-00 - 4-03 99 36 pcs �1,.•,.. 1-pty 5-10-15 2 x 4 1-00-00 - - 4-03 199 130,67 Gammon Stntelurai Gable Notes: A02 19 6 /12 20-04-00 2 x 4 1-00-00 - - 4-03 73 152 pcs 1-ply 5.10-15 2'x 4 1-00-00 - - 1 4-03 1395 861.33 r��*v Common . Notes: Roof Truss Totals: 21 /{2)427.00-00 (L/F) 1594 (Ibs) 992.00 (BIF) 0 (mm/Saw) 198.4 (mmtFab)188 pcs st items QTv PRODUCT NOTES -20 2x4 4-Hole Vents 20 2x4 Solid Blocks REVIEWED FOR CODE COMPLIANCE, APPROVED DEC 0 92019 City of Tukwila BUILDING DIVISION i•AD RECEIVED CITY OF UKWILA NOV 2 6 2019 PERMIT CENTER Prl 00020414 Production List - Date: 1/16/2019 Pape.- 1 of 1 Sum Balcher: 1 /16/.2019 4, • • • thTUSSco. PC BOX 1770 7ner, WA .;ssao• • (2E2.) Eti.2-55:75 ES1,1152 D LIVERY TERMS - • . "Trucks leaving the ateet for delivery to; around,. foundation or building plat. line. (in. bundles) is at TheTrussCo's opton and driver assessment We, will professionally assess site for- obstructions (i.e. ls.--.ndscaping, power lines, lumber drops,- mud, etc):Which cause us tne. inab.ility to get .1-1SS.S to the. forest convenient spot Truss delivery to plate -line is not ausranteed. 7, 2. TheTrussCo is not respOn.sible for clearina access to job -sr due to lumbar drops, etc. • • 3. Pushing or pulling deliVery •vehicle in or out of building site for access is prOhibited. . . • . 4. Delivery is • limited to the extent of our delivery equipment and boom capabilities • 5. ,TheTrussCo poky is to follow all state and federal • reaulatanS' (i,e. using taglinet when required, hard-hats-wom atjob-sites, etc.). *. . 5.- T'neTrussCowill not dr on concrete driveways a.ndior sidewalks if our driver feels we. could cause damage. , •. •• 7. TheTrussCo is not re-sponsible'for cu.stbmerefrarriing. 8. Own:-.7.r/C.ontractor agrees to abidelby all truss enainee.rina spe.cifications, truss placement diagrams and supplied'interlation and detail sheets. RELEASE AND 1NDF_MNIT)'AG-R:EMENT.. . have re.aci the -above terms and aaree to abide by them. The Undersigned Ctina individustly and on behalf of hi=Jher'orinpel and sry employee, scent, offlzer i end contractor of the principal, hereby -agrees bralesse snd indemnify, deed and hold ineTrus-.40 1 end its employees, egerts, off rand direc.tor . harmless from,sny dim, 13-ability, m'-lam„,e, sc-Xsn, or demsges. including, but net limited 'm, atprney f--...s snci =.sts, forpersonal Lnjury or property damage . .asincl from or related to.the qpeEston or use. ofTneTr-,ssCo equipment or the Ec or ornns of , TneTrussCo pe.rsonnel In, on 'or S.'bout the., premises and Erlyirripme.merrts there on lio-t-.ed -at. • Tne =,nsideraton for the indemnity is the IMF.- of TneTn.zsCo uipment and/or pemonne-.1 pureuant to • the request and for the Oeneft of the. undemioned and/or hisiner orin6pal and the owner of the z-locvs,- deseibeed premise_s. Owner/Contractor: Illd 111E IIA11. — 111101 11A11111" I'ArI :1111: (III' , (Ire.) II001' :1111a HIMA--I (Ia)NNU(,full I0,e110VIO1. I" Ohl, HOW; , IN I1.)11'I)011 ;IIIA1II(I1G roll lino) mom) • 1'- r I IAx (111') 2H1 IIN:II I n 71'u16 w/ 2—uhl rA. pro '1)11'1tAI. (.1\11:(YRAI*11; ' 7>Iq (IIDUIi I'05T^, o'-n, ',ONO rani, w/HIO miner; (IYr.) -poor 1lflI i.5 u1.1"nn. .1Nf 1111169:.III)N111 - 7M1 I'll.T IIIUII; Ir/7,-1114 FA. pill 1101.0 ;11r111111hlG INCI( I'0 lj) fnn IIUJGV, .Vra{T IIIUCIi IMAM) WON. I'M51' Hoar 51IIrIg1111 (covrnAcroll Tu r'floVfl)E i' mu. floll'l IPI ri.YWoon 511CA11l Ul FOR 1100F yr irlNi ) ,9r11111U11:1'll�f 1 PI/IIl•i CI in -11111 TUr fIAII IACII sml: (IYP).,) 7.-1rn1 0 I:ACII 1111155 I'M (TO IiEAII ON SIIUlillhlll oven 1'11ImS5) JANUAi Y 1 20.09 MIT_k Indus- s, Inc. Standard Sable'Eh ALTERNATE E DIAGON.AL _RACING TO THE BOTTOM CHORD MUSSES @ 24 ©.c. HORi<ON T Al SPACE (SEE SECTION A -A) ooi SDI thin_ Max. S T E ESPONS1EIL IT' OF Tr. a SLOG DE31GN_ . CR N_ ✓A.?C,i=CT 70 DESIGN =_ DLt.=-FA7.4.AN0,T5•Ai-AC'r.MENTTO THE - 70 FESIST ALL OUT OF FLANS LOADS THAT MAY =_3ULT ,OM THE BRACING OF THE CA== ENDS Dial. Brace� E.i 1 /3 points ii nssd_d. End Wall OL4_ONAL ==='.C: = C-=•43- 0.r. n T II AC - TO 1• �-; 11Cf1 Wi T r (4) -10e • COMMON WIRE NAIL AND A TACH TO=L0Ck'INC Wimr: (E) :::OMMONS. �' NAIL i'LA 0NA.L SF.ACE 70 WO 15. NAJLS ZX 4 PURLIN F :-VIED TO =OUF, i rU WITH TWO i54 NALS EACH. FASTEN PURLN TO !LOCKING VW TWO 15d NAILS (MIN) P OVIDE 2x4 BLOCKING BETWEEN T r= U h1=- SU?FONG THE 3RAC! AND THE TN0 T R'J:.a ON ET SIDE AS NOT-M. T3'F.A1; 0i'I 3L0C3 - r,E•, TO TRUSSES WITH (2,) • 1 Od NAIL AT E'ACH END. 'ATTACH DIAGONAL BRACE TO 3LCYJNG WITH n -.1Dd COMMON WIRE NA'P-S. CELJNG SHEATHING ..:-BRA:CINC' REQUIREMENTS FOR STRUC JRAL GABLE TRUSSES TRUSSES MAY SE. 3RAC3D AS NO i =D: ATTACH A MATCHING GABLE TRUSS 70 T}S INS IDS PAC= OF THE S7RUCT J AL GABLE. AND FASTEN PER THE FOLLOWING NAILING SCHEDULE- i METHOD 2: ATTACH 2X SCAES 70 THE FACE OF EACH V�RT1CAL .MBGER ON -THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDUL= SCABS AP.E TO 33 OF THE BAN_ SIZE, GPA.OE AND SF3CIES AS Tr13 TRUSS VERTICALS NAILING SCHMUL=: - FOR WIND 3F3 DS120MPHORL=SS..NAP_Ail MEJ:SERSWITH ONE ROW OF 1 Cr (.131' X 3') NAILS SPACED 5' 0.C. - WIND SPAS GP.3ATE-+ 127 MPH NAL ALL IV-La/BIERS IERS W TWO ROWS -OF 1 od (.151' X S') NAILS SPACED s O.C. Cam, 4 STUDS UDS MINIMUM) STRUCTURAL C.-ABLE TRUSS SCAB A? ON VERTICAL NJXMUM STUD La4GTHS AP.5 LISTED ON PAGE 1. All ERACLNG ME T HOOS SHOWN ON. PAGE 1 APE VALID AND A.RE TO Er FASTENBD TO Tr.3 SCABS OR V2 7 CAL STUDS OF THE 5 i ANDArv7 C 3L i r.UES ON THE itv'T=.?IOR SIDS OP THESi =UCTURE. NOTE :THIS DETAIL IS TO 3'e USED ONLY FOP STRUCTURAL 'GA31 E314/ITH LN AYES' SUDS. TRUSSES WITHOUT INLAYED a, JD5 ARE NoJT ADDP.=sa= HERE. STANDAR' OA3L_E TRUSS - STRUCTURAL 043LE TRUSS AN ADEQUATE DIAPHRAGM OR CT--E.R M=T40O OF 5RAGING MUS', S3 PR_SEMTTO PROVIDE FULL LATERAL SUPPORT T OF T rE BOTTOM CHORD TO RESIST ALL OUT OF PLANE. LOADS. THE BF_ C1NQ SHOWN IN THIS,D_, AIL 15 FOR THE VERTICALISTUDS ONLY. L U1P.WY. 1 , 2'_1(3 Eric; t I'll`=� !` OI J j\„./, U f Mi i sa ir,Jvs ;;e_, i/ / Y•//"/ %'/"/ / / 1 / / 1 / / / / / / / / ./ / / ,I Ve.c:Jw�c S?C i ION ..-3 I • E_Ci ION A -A _..= _ I 11 1 w/(4; ' 0c Oo...:.._.: INDIVIC'LJA': MITE.K =NSi!N :PAWNS SFOii; DESIGNSr,.._?A r • Diagdr,si ?~_.^.iti Rater to tinA-A L-372:11V Feiar Swan S S NOTE 1-MINIMUM GRADE OF42 W.AT?.L . IN i ri=TOP AND BOTTOM Or 3. 2 CONN=CTION'ETW-=. 301 i OM CHORD OF_GGA LL E ND T FLISS-ANT' WALL 7O 2='PROVID=D BY PROJECT =NC:RN= OR ARCHITECT. 3. BRACING SHOWN iS FOR INONIDUALTRUSS ONLY. CONSUL T SL DG'. ARCHITECT OR 'GINE=R FOR i AF-0F,ARY AND ?4 J ANE:Ni 3RAClNC OF ROOF "s i EM. 4 'L" !RASES SP_ECI-TED Ar= TO BE R.IL 4 _RB C_ 2^4 5T D OR Bo, i = 1N, r' ONE FOW OF 1^.:! NAILS SPACED S' 0. C. E. DIAGON=.L!FACETOEEAPPROXIMATELY 4o ':rccz TO ROJOF. DL=_=i'.RAM A7 4'-0- O.C. ' S. CON3TUCT HORIZONTAL _ACE CONNECTING, A .'.x5 S i JD AND A 2x4 I i..1 AS S:•IOWN Wiir115d NAILS ;.PACE : 0.0 SORIZONTAL ==,CETO3=LOCATE. .AT iHS.F MSC--v.NOFTr-LON'S-STi STUD. ATTACH TO 'VERTICAL STUNS WITH (4) isr' N! 3 i-=.0USH 4. (=RTO SECT II i0N A -A) 7. GABLE STUD DEFLECTIONMEETS OREXCEEDS L_40. -TiI:SDETAIL DOES N.: .- LYTOTRUCI'.:_=! GABLES. S. DO NOT'US= r_ AT BOTTOM CHORD 3A5L S ND( i TO SCISSOR 'TYR= TRUSSES. =0VIC2. ! W =NN 7 T JOT A.F. NO`- 50-SNAIL - TO =S W i, H (_) • 100 NAILS AT EACH END. ATTACH 3L=:OVAL SPACE.: 70 L OCPJNS WITH. i7 - 1 'i COMMON WIFE N%1L5. • (4) - 2. NAP-S ;l/iNit (UM,.PL YVr'000 .., .3A..HINZ. 70 .x4 ; 3 .: ^ 2.L 0Cii In;^ r.. Roof Shea nIny : N. r r _ .v • I,tlry (2) - 1 r.,4- i✓Ic,.Y_ a I. r i 1/3 pointz • if needed. Minimum ' Stud Size • Species sib Gracie Stud szacirg Without Eraoe 1x4 L-!raca. ,.# L-Eace DLA3ONr+L SAC= 2 DIAGONAL ::.ACES Al 1.3 POINTS Mmtirnum 5:vd L=r;gth • 2.-4 SPF S`i/S a,^'. 12' O.C. 3-1-15 15- i -13 • I --E-7 i i 0.3-•13 I 1 5- 5- 12 4 sPP Sc7stud 1 a""" O.C. t ' , 15"3-1 B I 7_c..7 I M...3 I 2t7.4sP=SSL:d 24'0.C. =-1-2 I 4-4- I :-1-13 I 5-2-5 I 12-3-7 = viagc„J braces over -3" require =- 7-3m^- ed 17 one e.doe. Di or) br=w; over 12'-S' r_:.•uire 2x4 IBoraces -.7i--L.-che.d to both edo s. Fszten T and I braces b ra---w ate. ci �v ab w'th 10d common wire rails :air win 3Li minimum end ^u:St s a Brace must =: vex SO% 01 .012Qzrai MAXIMUM WIND S= . 90 MPH MAX MEAN ROOFHaanT=30;_, CAt2.G0 Y]I3UILDING f 0SLW,2 Qr Ci .. ASC2 7-95, ASC- 7 2. ASC= 7-05 DURATION OF LOAD MC91=45__ 150 vnd Wall -• SILO DESIGN S ° :._.E3 ON c0MPONN i s AND CLkDDINCI CONNECTION OF=R.ACiNG '.: 3:5=7 ON N,W F-75. • //1 r s s @ 24" 0.0. I DlAGON.AL BRAD= -.ACC 45" C.C. ATTACHE TO 1�.=,T1CAL WITH (.) - COMk10N WIRE NAILS AND ATIAOHED 70=LOCKJN W iT- (5) - 10d St:WM0NS. HORi2ONTr'L (SEE 4EY1!I!ON," A) HIPTR SOP ORD DETAIL UTILIZING JACK TOP CHORD ATTACHMENT ar I 0 JPCSc J+CK HIP a rLIP A MP GIRD-=.11 L• u 1=4ONrJ.T a FRAMING PLAN 2•:OE CGMInON. T'J'_-} JLS EACIA CTClwRu.ss Ih�=�ci.ilDKOh= EACH SIDE OF J:.GK T.... PARTIAL. SECTION A :7P G h7 H NIP A HP THIS ATTACHMENT DETAIL. SATISFIES TOP CHORD RACING REQUIREMENTS FOR TRUSSES INDICATING FURI..LN BRACING @ 24" OR GREATER SPACING. theTRUSSCO. &_•BUILD N•G SUPPLY INC 22.r"2142ted AVENUE EAST P.O_ BOX 1770 SLIMNER, WA SS390 PHONE.' (253) SE'. -55 FAX:(253) 2 1-11 Ed We ale`. wkw.the-Lssa.ccm Symbols , 11LA71i LOCATION AND O11IfNTAT10M �'' !Cantor plale onlolnl unli,)ss X, y .. , ollsnli aro indicnlnd, I)Illle11slons ate In II•In•si loonlhs, Apply pl0lns 10 balk SI(Ibs ol,irurr and socurnly saal, i Id 'Fbr 1 x 2 orlonlalion locnlo plates 0-4„' Iron) ouisldo Odon of Iruss', "This symbol Indlcales Ihn' requliud cllrocllon of slob In canner:tor plolos, Pinln l'o nilnn dclnlls awallnhln In MIN( 20)20 solhvnre or upon (aquash PAATI SIZC The lIrst dimension i; Il)o tiylrhlt parpnnrilcular la 'doll, Second dh1aansi011 Is IIIe length pdrnllol to slots, LATERAL IIRACING InclIraled by symbol shown ancllor • by, Irod In Iho bracing socilon tea oulpul, Use 1,101 Illuminator bracing, II Indlt:alnrl, Inclicalns locollon whorn bonrin0s jsupporlsl occur, Icons vary. bud reaclidn seclas lolnl number whern bearings occur, 111(10lry goodwill! /1I`I51/J1111 Molnl Plato Cnnnapind 1kitood.2russ'Censlrucllan, f?S0.09; Dnslo) Sionslcsrrl Jnr Ilrnclna, IICSII', • Rull(linbl' O61)011 S4Ie11, inloringllnn, • G'irlclo,lo 1o'otl'Pracllco for llonSllInn,s, • Addling & 0rgclog of Melal Nolo Connected Wad Trusses, 9 Nunmberin j System, 6.4•D dlmonllons shown In 11:1141,1oanII 101t1i!.111 otIURAIIY FI11Momn/Lrrreaeo CLOCKWISE ARODIJl1 tlIti s lfhAtINC ht Illk JOIIII!MIMM 110 ' ill! Irri,, CIIOROS:Mo 10.1S AkE IDEIltlfIED sY 1010114 ULJMMkSJVE1lERS, CO1,I1,1ECTOR PIAiU Cola[ ArtROVAtS OOCA . $11, 95.43,96.20-I, 9G47., n4•a2 ICAO 4h2, 5243, 5363, 3907 SBCCI 9461 9130, 960'4(f, 951 I., 9432A MITek rnalneofing ndlaronco Slsabl; MII.1l13 ;, enerai.Safety Notes Failure to I'ollpw.Could Cause Properly Damage or Personal Injury I. Addhlanal sloblllly braclna for Truss system, o,g, dltigonol or x•braclnd, Is alwoys totlu►red, Soo OCSII 2, Hover exceed the design loading shown and Hover slack molerlals on Inacloquolely braced Trusses, 3, Novicki copies of lit Truss cosign to the building dnslrsnor, woollen supervisor, properly owner and aholltor Interested parilos, Cul.nlembers•lo bear Uglily agnlnsl each olhor. s,. I' loco plates on eaoli loco of Iruss al each lolnl and ontbed•lully: hnols and wane al lollll locollons'nre'raauloled by 016I/T1'II, 6, DoslUn assumes lrussos will bf3 sullably prolocled from utn onvlranmenl In accord wllh ANSI/Trll, 1, Unless otherwise noted, molslurn conlonl,ol lumber shall nol excae119% al IVno of labrleailon, . O, Unless expressly Holed, Ihh design 11601 applicable lot Uro with Ilro retardant ar presorvallve Iroaled lumber. 9, camber b a non-slruclulpl cansldorallon and Is the reiponsibIIIIyol truss Iabrlcalor, Oonorol gracile()Is'lo camber for dead Toad dollocllon, 10, Plato lypo, silo, orlonlallon and locollon dlmanslons shown Indicate minlmum plaling requlromenll, II, lumber used Mahe al Iho species and she, and In all rasped!, equal to or boiler Man Ihc11 specified, 12, Top chords must ho•sheolhod or purllns provided al spacing shown do design, 13, 3ollont chords requIro laloral bracing al 10 II, spacing, oriels, II no coiling Is Installed, unless oiherwhe noted, I4, Connocllons nol shown are the rosponslblllly of others, 15:Do nol cut of oiler Iruss member ar plain wllitbul prior ', approval of oprolosslollat englnaer, ' 16; Instep and load verliaalty Unless Indlcole(I oihonvlse, �l 200q mho I CAP DETAIL NO SCALE = 2 POotk Moss (..Y..,YP ••• , Tfl• -• i-TS-D 7,3Dt. 5=1. BCCS. 7-3 2-3-- ts be 1.15 Lomb*? =moss 1.1.5 Rep Moos:sir= 3-oOe (10•4 144- •LX Verg"..L) 3.135 1-2 243 Ver1(T14 '439 In P LAMS lamo • -a.sita Wair.it 11 tO Ltwz.F.P. . -ror.aio-, 2 :44 HF P-31-.37.13KS f:•--t•=) 1=25.7.0„5:2_cara_74 1,1= K1=1=2530=4 =so 4), .3•253,1coel =Se 1) ito3r.7.1.=(Ita- d =se 2).:5.1pood =so 2) FORE C.,rnpre=iert/I.Limoan Te•ssion 1,../1E7,2-3.•=,'157 • 3.-P.A.LIS 732 dinzGys=p2s..1, 1407.• (12) • - , • . 1) 1.1=.4.1n=-1 =0: ere limes Gyre Oxi =-Isidce ,•4- PG dr.e. • Wi-vz c-,cr, c-c aw2:4=r= =intry.er o7e nEbt e-vesol ; 1st ao4 r S..1.= Ora gip 30'....1131. Th tr=retxt plate "s•-•...onp P*-4•4CL 4ewhen 2.•G Ir.= is • Ix.,...•ey2=orat42 4) Bos--i•sg joic• 0)1, 3 cordrs prate gah t41,7 AN-527M 1 r=le ="7?..est. desipe- z.`r....:10 vs. -Ty =pt..47 ..5)Praide (by orI t•-= G Semen; paie =r-oGe r.,G•7=1=4•12 1= lb ...723. atj44 1 2o4 LIDP.P. at '10143. 5) Non raftird boadn; =-44cm. Rt...iewraG•X' , 7) 7n1s deiF‘ in ac=r.'. n=••••Ett no 2333 h..••••41.:;-..i sa-4--s-4 2335.1 refer G,_.s4 f-S=11771 1. E)Ilts .7= is OesiriC fDri u4arat.2.E.ivairAkiamc to ==..e--to Pt e I The bo24-5 .1=-`,,Tote s!••at YE -try rad PG parsootts• ••••3;•4 cm:peso:V- E.1AS •-.,.=mnsOGrs pisvo tn fe4-in--4=-434E*4•4 (FRZ-..) fotGal. • . Log:a r......4!:;s3 S'Grdot theTRUSSea.-& BUILDING SUPPLY INC, 2902 14 AV--"Js•TUE EA5T P.O. SOX 177a SUMNTER,WASF.:a-13. 0 ' PHONE (253) FAX: (253) EGI-11 www.tcorn 1 SNGL PLY .15ci XA1LS (COMMON) • 1 & BULDING SUPP NzulLE •/ S;NGLE PLY R01-,F GiRCIE.'R "ID) ' psf 4.5 psi' 15 7.,..•:;!' 13 psi FT 2t-f, 25 24 27:4 2x5' NG JOIST NA RAFTER rE, 24" DUA'N--"sfp SNOW LOAD =25 ;....sf = 1°,11.11.X. (AS LillaTF,...D NIA11.5 ONLY) , . . 4. 5' DS- G OPTIONAL N, !LING FOR ROOF RAFTER & CEILING JOIST: CELIN':$ JOIST 24 EC (MAY. / LL=10;:sf DL = 7 Y C- iP.D RAFTE_R OF .10:ST 1.5d 115 (SAME 01"( .) P LAN VIEW thaTRUSSCO. & BUILDING SUPPLY INC. AV1-1E F_AST P.O. BOX 1770 $!..V.i,L7.-P, S5-.2E-0 PHONL.- (253) TAX (25.3) L,:?,1-1 163 We....dtez V I 01 TDE NA.iL E.A.Ori SIDE (TY?.) / ROOF TRUSS (...; 240. (TYR.) 2x VALLEY SLEE?E-R ((CONTINUOUS) w/ 2 - 10d . Qr EACH TRUSS BELOW & BU DING SU RIDGE BOARD D P NDICU ROOP.RAFTER .,; MAY_ iTY?„). DS 18 Y INC. R TO TRUSS SPAN RIDC-3E77'...OARD 1 riN ROOF DESIGN LOAD: SNOW ZS psr DEAD 10 psf MATERIAL: LLIMSER: D. P.1-- STUD z.0 R STANDARD , NAILS.: 10d COMNIONWIRE 1DTOEI WI EACH SIDE Fr. 4POT SPADE CONT. (11?. 4:-O'IVJAY- MYR.) RAFTER *a 2 - 1Dd EA., END 7-4 RJDr."-7- POST BRAC.:E• DGE BOARD • • DETAIL RDG DST RAr ?CT-0 LONG VAX. w/ NO BRADE--- YR.) USE POST BRACE.7. SAN.E A 'S RIDGE ROST W.-3EN POST 1.-M‘IGTH OVER '5"-O"' ROOF STHINC SPRE_AD , 2 - Bi fLAC:ri TRUSS • DETAIL • / \---ROoF TRUSS theTRUSSCO. & BUILDIIIG SUPPLY INC. 2502 1-12nd Alr-3.,(1JE BAST 30X1770 -SUMNER, VA PHONE (253) si.-3-5555 FAX: (253) esi-1 1 $3 / RIDGE -POST -SRI--ZEADER.): - LONG (Tsr?.) ' iROST (TO BEAR , SHEATHING OVER' TFIU-SS) 3 - 19d f-D FCBT /TO SP SHEATI-iINC.; 17-1USS TOP al ORD - ( (TO BEAR ON SI-rEkiliINC.; OVER TRUSS) 3 -1 Od @ SPREIZER TO POS7 ..00F 7RUS P CL eT SSCO. & BUILDING SLPPLY ENC. RIDGE BOARD PARALLEL TO TRUSSSPAN ROOF RAFTT.P. 1 cid TOE Ett.CH SIDE CTYP.I / • RIDGE SOA.7-1.0 7100 HEATiiING ROOF TRUES * 3 -10d St.D-TO POET .1W TOE NAIL EACH SIDE (TYP. DETAIL ,43 • • 2x VALLEY $ CONTINUOUS).1.11 2 -10e EACH TRUSS BELOW • POST F-O- LONG MAX. va NO BRACE POST TO SEAR ON St-EATh1NG OVER TRUSS) s SPREADER. :muss (Tr?.) (7) 4-0 1./.P5.. (TY? 10d TOE. NAI ELCH SIDE (TYP. • ,RIDGE POST v.t, SPACE POS; E, PACE. w/ 2.-10d EA. END ROOF DESIGN LOAD: SNOW 25-psf DEAD 10 psf MATEPJAL: LUMBERDF. HF OR SPF STUD OR STANDARD NAILS: 10d tommok WIRE -V-O" !VAX ri7-P.1 ...RIOSt, SOAP:HD PAPIER POST 5--0* LONG MAX w/ NO SPACE (TIP.) US! POST BR.ACE SAME AS RIDGE POST WHEN POST L-aIGTH OVER 5--Cr POST Z-0" F-ACI12x41 P.Ar =rt. DETAIL 4RIDGE POST SPPF-1,4DE.R x 4'-0' LONG (TYP.) 2PCST (TO BEAR ON spREADER., 1 / SHEATHING OVER TRUSS) 2 -1Dd g2:.\\ 1/3 -10d EACH TRuss \ , ROOF SHEATHING .USS TOP CHORD ROOF SHE."-A71-1ING ‘'''•"---ROOF TRUSSES theTRUSSCO. & BUILDING SUPPLY INC. 2502142nd AVENUE EASTP.O:BOX1770 SUM -WA PHONE (253) FAx: (253) 331-1155 STANDARD PIGGYBACK TRUSS CONNECTION -DE -TAIL • =imu="-Or'• C-,=IN'=PAL NOTES: 4LIPLIFT ND LATERA!- LOAD ACTTY OF • • THIZ 7AL E r.FJ irj APPRCASD PRC1JECT EN C4r.ia.E1-1 OR .QUALIFF-=, .31.712._D-E4G DESIGN.a?- 2.. ?ITC:HT-3/12 MAX • • 3. 11,..tX SPAN 4. IV-06(N CAPACITY OR LATERAL LOAD TF.ANSFER Pfr..;GEACK. AND F.iAZE TRUSS=120 PL= WIJit-SAC, - 2 NiO PAGEI L.!? 2 • trk!t-itam • • . JAN 1 8 _ T)rPICAL. PIGGY3Ac-{ TRUSS (g.,-14NECTION * 2xESTATI;H• TOF OF Fa-315AOK. AT7AC.:-TE,' TO Of Z.-- FACE 07 TOP C'rice,D Wri-r! 2 ?....DWS OF F.1.1z1. 2?) NAT2.3 S.-TA:OED 5' 0.0. AND .571-,7:4E.F.ED ATTA:DP, P17.E2"77i.A.OK.T1-11133 !!!‘1,;?„1.2.!!! 2-15e NAILS TOz,TNAILE-....1. Ck„ , ! EA FLIF2LINV DING TO TriE 1.1.4.131.1U141 SPACING ON TrZSTU= CaHOED OF THE akEE • .M..W (SFAIDDIC.;JTTD Darti-M .2.4' 0.C.). A KEEN TO BE LOCILTED AT EAC:ri BASE TRUES JOINT. * • T-OR ?WY %SDK 77.1JSSEIS WITH SPWS < MAY BF. DIANTF.,-„, PROVID-THAT: ROOF 5r1EArHINC:, TD 3E. C01.17114101,13 OVER JOINT 70 eANIMU t OVER JOINT) CAP CON9EC1ON-13 WADE TO RESIST UPLIFT. 14.4=131%.4 GLOWCAAallr.i AND COI,AFARE INITH EN Gir:=SP,INs 1- .CONNEI:TJON C.L.PACME3 .POR SC.A33, ? A,NID 3 HEk7HIN G WAY sia-. COMB iNED WriEN DFTERICNINC3 UnIFT CA-7-AOITY. ATTACH EL.CH PURL/1,1 TO TO? CHO 0? BASE TRUSS Wrri-t 2 - NALL3, MAXIMUM UPUFT SCAB QA?AC1TY' U.S.ING (10) 15d (0.12,1' XI 31 NAILLz% sr: = 10$0 LE, SP": = 320 LS'S = .;70 I3S • ?,4_0 12,s = 770 s' LiAX1.14VIA. UPLIFT PURLIN ACITY USING (2) (0.131* X 3.5") NAILS: 117 LS'S 50 LE:s F2:" 1 53 LS3 4ILSS MAXIMUt-A,LIPLiFT. SHEATHING • CAPACITY' USING 42' SHE -AT -HNC; 1• .AND (2) B (0.131" X Li) NA!LS • SY? = LES S PF = 4-2 LE2S OF = 54LaS • = 4-4 LBS SPF-3 = 25 LSS VALUES SHOWN ,ARE BASED ON LOY-',.0 DURATION OF 1.00 • . _ . . rF NO G -.PLACE TOE CI-F• TR.L133 TO PJ?JJN3 WITH .AS SHOWN. 'AND ,..?.PLY PURUNS TO LC.TuVER EXIS OF ak3E TRUSS TO? CHORD AT P.7.-COMENOED ABOV:L.. • TRUSS: E" x 3° xiI2 PLYWOOD (or 7/16^ DS3) GUSSa-T ZADH SIDE AT EACH BASE TRUSS JOINT. ATTACH Wrili 2 -10d NAILS INTO -EACH! CHORD FROM EACH SIDS (TOTAL - 4 NAILS EAC9 CHORD) RUNS Q24" O.C. ATTACHED WI 2-10 0 NAILS MAXIWIJI UPLTT GUSSET CAPACITY USING 711 5" GU SS ETS AND (4) 10d (0.131" X 3') NAJLE-3'. SY? = 3-DO LES SPF = - 275 L.53 = 2.s4 HP = 276 LB S SPF-S d 253 LBS VALUES SHOVIN ARE BASED ON LOAD DURATION OF 1.0 SFAIZAThr- r.71.fr P3--d x•KeID W' Tzh7.1---:2510,0DI1zrrzac-r---z-sr&J.,--.E.r.tces =.7.crz =Alt Inih M t b7,ad =1:y upan chxer. =rolls Izir czn ki-Sel.d.udblaktrig cza.,p-srdtri.. pmrorriemen ricensitli2y pi fl-41-/...-r; dastwes - n.s1 ¼ri.s.rser.11-=.1rsg ;11.evt Ist-k,p. CD kn.=thX=rednals rerp=1.1=ZISly c! frfe4-,. 74-141.3r.c..1 perm.,orri Sr23-4; lha c.a.:Eck-L.11re¼ L. r..p...,-srtay l tSe btact-sg d.esiwter...of 13-Soc-r.t.a ris-Sart,4 s!=i7s, camSon mid •••a.-i-c. A.1.15111711 OrtmEly DSS-E.4 cad 6=1 1aP4.n; 1 lrf.prrPrt k-Pin truss ftim hs.Muie. 5 . 7777 Grzacibs.L.--rut Si, 7-5,91 vreig , Ntlirsie DETAIL &i FCF, COMMON AND END JACKS i HE TRUSS COMPANY 7/5/15 PAGE MAX LOAOINII (`rI) TOLL 25.0 TCDL E.0 scl, 0.o 3CDL 10.0 2-3-0 i7CE2Se 1.15 ftiar'25e 1.15 µss Fri" YES BRACING TOP CHORD- She-eth:d. BOLT CHOP a Risid ;lu,_ , _o y diMUM LUMBER SIZE AND GRAD_ P CHORD 2 X 4 HF, DF-L No.1 T CHORD 2 X 4 SPF, HF, DF-L No.2 SPLICB CAN El B 3= 3X5 M T 20 PLATES 'OR 22' LONG 2X4 SCAB AT SPLICE W,G.AME LU✓5E A3_TOP CHORD -ATTACH TO ONE FACE WI (.131 "X3.0' MIN) NAJLS i 3. O.C. 2 ROWS a NOTE:..• TO? CHORD PITCH: 3/12-S/ 12 BOTTOM CHORD PITCH: CH: OI 12-4/ 12 PITCH DIFFERENCE SE i AIE=N TOP AND BOTTOM CHORD TO SE "2" MIN. SPACING= 24" O.C. e-o-o 9 SUPPORT AND CONNECT ON 3Y OT==.?SOP 2-15d COMMON WIRE •(0.152TDA.X3 ). GTTOENAILSSUPPORtrSSHAk! 5EPROVIDED a4'-0" O.C.ALONG THE a T =..NSION OF TO? CHORD. DMA. X 3.5' LGT) TOE. NAILS 6-0-0 t-0-0 2-0-0 2-0-0 EXT. 2-0-0 2-0-0 =t. 2-0-0 /0 8115 DI; 0y signed bq: Terry L 2owell, F.5. COIJN. IXITS 151 COMMO. ea(0.1 c2 p1A X 3. LT) TOE ISIJLS 3x4 = 2-0-0 BOTTOM CHORD LaIGlhi MAY BE 2-0' OR A BEARING BLOCK. • • CONN. W,215d COMMON WI?_(0,152 A X 3 5'j LOT TOENAILS OR S= o-AIL 141/S.AC-7 FOR ??.=SSLJ'nLOCKING INFO. NOTE: NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT. ' , ITV PIXTN. G1-V' YDnSICKP_*.QhLETERSA READ ALL NOTESONVMS TRUSS DRA EsiGNOTESBEFOREUSE. Dsiza valid for nse. whh Mack con=-o5. his dsp. is based mly won pr,-rr.= s charm, and is for co io&vidnzl big eocno0 to be cstofl 3 =td losthod v=ricilly..AppEcibility of asist pz-c-t- o and ,.ur. ia:aoporation of caaaanmt is spos0iiity of b 1,i)•S d zip= R:a-^+g shown is for arcs' support of indrridnal web rs only. Addi2ooal =pansy bracing to isas rabiliry, dtssl ^•.-c'-u oa is fat twsaansl i . • of the carat. Addi*ional o zznent bung of the oo U srr�-nae is 3e rspersiin -y of the bc0rY g dsios. Par ea0T-1 rddralre r_ _ring .'isicatioa. emlity control, nonce doEvely cr— on and brag cots I0 A!NSUTPI 1 Qearug Criteria-DSP 9 snd BCSI 1 Building' Cempoaant Safety Info rmationavailable from Truss Plato Iosanr 5S3D'OoaboDay.M son, WI53719 ... TSE Engineering Re: J1024603 HD Components, LLC Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The Truss Company (Sumner). Pages or sheets covered by this seal: 112630290 thru112630291 My license renewal date for the state of Washington is _ August 20, 2020. January 21,2019 Terry Powell The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSUTPI I. Job -•, TTruaa Truss Type Olt Ply HD CdnpMMAb, ilC 112830290 J1024603 A01 mum 0 2 1 Job Reference (Motional) Tares Co, .1-043 1-0-0 3x4 34 Plate (Oldie (X.YF- i10:0.30.Edoe1 LOADING (pat) TCLL 25.0 (Rod Snow■25.0) TCDL 8.0 BCLL 0.0 ' BCDL 7.0 LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud SPACING- :': ; 2-0.0 Plate Grip Dial; : J.15 Lumber DOL ; ' .1.15 Rep Stress Iric+' YES Code IRC20t5/TP12014 REACTIONS. All bearings 20-4-0. (lb) - Max Horz 2-67(LC 10) Max Uplift Ail uplift 100 lb or less et Joint(s) 2, 18, 29, 30, 31, 32, 33, 34, 28, 24, 23, 22, 21, 20 Max Grav All reactions 250 lb or less at Joint(s) 2, 18, 28, 27, 29, 30, 31, 32, 33, 34, 26, 24, 23, 22, 21, 20 31 CSI. TC 0,06 BC 0.03 WE) 0,04 MaMx-SH 29 2e lD:W90YdKIWeVgLu 3x6 = s.t .— r 10 2040 2040 11 27 20 25 24 3x6 6240 s Dee 6 201e MR.8 kwItakles, line, FA san 1D 1d: YZW )-BZOrX *•y20n3NUYJ Yn tbSO EB85OE 2040. . 104-0 _ 23 DEFL. ,. _. In. (loc) Udefl Lid Vert(LL) "'OM ' 18 n/r 120 Vert(CT) 0,00 18 nh 90 Fbrz(CT) 0.00 18 n/a n/a BRACING - TOP CHORD BOT CHORD 21 20 2019 Pais ZAFzu28W 121 4,-14 14.0 Scale .1:37.8 3x4 = PLATES GRIP MT20 185/148 • Weight: 99 b FT . 20% Structural wood sheathing directly applied or 8-0-0 oc puffins. Rigid ceiling dtectfy applied or 10-0-0 oe bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All To ges 250 (b) or less except when sho nrn NOTES- (12) 1) Wind: ASCE 7-10; VuA-110mph (3-secohd gust) Vasd-87mph; TCDL-4,8ps1; BCDL=4.2p8f; h-2511; Cat 11; Exp B; Enclosed; MWFRS (envelope) gable end zone; carft8everJelt and right exposed ; end vertical Ibft and right exposed; Lumber DOL=1.80 plate grip DOL-1.60 2) Trues designed for wind bads In the plane of the truss only. For suds exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 3) TCLL: ASCE 7-10; Pf-25.0 pal (lbct roof snow); Category 11; Exp B; PaRisity Exp.; C1-1.10 4) Unbalanced an bads have been considered for thls design. 5) This trues has been designed for greater of min roof live bad of 16.0 psi or 1.00 Imes flat roof load of 25.0 psi on overhangs non -concurrent with other IN* bads. " 6) AN plates are 1.5x4 MT20 unless otherel5.Indicated. 7) Gable requires continuous bottom chord bearing.- 8) Gable studs spaced at 1-4-0 oc. - + 9) This truss has been designed fora 10.0 psi bottom chord five bad none recurrent with any other live bads. 10) ' This truss has been designed for a Ilve load of 23.0pst on the bottom chord In ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will at between the bottom chord and any other members. 11) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 Ib uplift at Jont(s) 2, 18, 29, 30, 31, 32, 33, 34, 26, 24, 23, 22, 21, 20. 12) All dimensions given n feet -Inches -sixteenths (FFIISS) format LOAD CASE(S) Standard MS AND INCLUDED IIarEK REFERENCE PAGE IF7417 BEFORE USE. upon per.,eerws Moon. we le for en hiMcl am Melding component. Y n.ep.nelely of adding dWM9na- not tope d.dan.r. Bneln9 Nan brimen to Mum etet4lyof fM Oche Ouleing d. For pummel wanes north g am mums ArdeVTPH Quay CA1Wle, Dea.sa end BOSTI euading Component orb Wm, Madsen, WI 63719. January 21,2019 the US nac. Job J1024603 Truss A02 TruSsCo, Sumner,. WA'- 1-0-0 2 3x4 = 5-4-4 6.00 1 5x4 3 6-11-6 6-11-8 Truss Type FINK Plate Offsets (X,Y1- )2:0-0-12,0-0-01,16:0-0-12,0-0-01 LOADING (psf) TC14., 25.0 (Rodf,Snow=25.0) 8.0 0.0 • BCdi• 7.0 LUMBER- TOP;CHORD 2x4 HF No.2 BOTHORD 2x4 HF No.2 WEBS 2x4 HF Stud SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 , Rep Stress Inc! YES Code IRC2015TTPI2014 17 10-2-0 4-9-12 10 3x4 = CSI. TC 0.36 BC 0.40 WB 0.19 Matrix-MSH • REACTIONS. (lb/size) 2=879/0-5-8 (min. 0-1-8), 6=879/0-5-8 (min. 0-1-8) Max Horz 2=67(LC 10) Mpx Uplift 2=-75(LC 10), 6=-75(LC 11) Qty 10 ID:W90YdKI 4-9-12 4x4 II ' 13-4-8 6-5-0 RD Components, LLC _ - - Job Reference (optional) 112630291 8.240 Dan 6 2018 Mffek Industries. Inc. Fe Jan 18 18;08:55 2019 Page 1 ufPuYzveNkj:-17yVb, M3,J,C.4.dlncfTwQ2icbr3higivYmcazeXqixgFlitzu2BU --- 0.4.0/ 2-40 5-4-4 1-0-0 DEFL. in (loc) I/deft Lid Vert(LL)" -0.08 10-13 -- >sap 360 Vert(CT) -0.12 10-13 >999 240 Horz(CT), . 0.04 6 nla nla 20-4-0 6-11.8 Scale = 1:36.8 3x4 = PLATES . GRIP MT20 185/148 „ Weight: 73 Ib - FT = 20% BRACING- _ TOP CHORD Structural wood sheathing directly applied or 4-5-14 oc purtins. BOT CHORD - Rigid ceiling directly applied or 10-0-0 os bracing. MiTek recommends that Stabilizers and required cross bracing be installed durtng truss erection, In accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP -CHORD 2-3=1413/112, 3-17=-1255/102, 4-17=-1175(121, 4-18=-1175/121, 5-18,-12551102, 5-6=-1413/112 , BOT'CHORD 2-10-108/1226, 9-10=-12/811, 8-9=12/811, 6-8=-41/1226 WEBB 3-10=472/120, 4-10=-59/493, 4-8=-59/493, 5-8-=.372/121 NOTES- (8) 1) VVind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=B7mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1,60 - 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; C1=1.10 3) Unbalanced snow loads have been considered for this design. 4) This tnass has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat root load of 25.0 psf on overhangs npn:concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads, 6) This truss has been designed for a live load of 23.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2 Will fft between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing ptate capable of withstanding 100 lb uplift at Joint(s) 2, 6. 8) All dimensions given In feet -Inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard v, • anuary 21,2019 WARNING • Verify deslon Aerometers end READ NOTES ON PBS AND INCLUDED WEN REFERENCE PAGE 014473 BEFORE USE Design valid for use only with MITek connectors. This design Is based only open peremetera shown, and Is for an individual building component, Applies/bitty of design parameniers and propel Incorporation of component N responsibility of bolding designer not truss designer. prating shown Is for lateral support of InivIdual web mernbers only. Addnforial temporary bracing to Insure stebtlIty during construction Is the response/Laity or die erector, Additional permanent bracing of the averse structure ls the responsibility of the building designer, For general guidance regarding fabrication. quaNy control, storage, delivery, erection and bracing, consult ANSVTPI1 Quality Clitoris, D59-119 and BC,541 Building Component Safety Information available from Trur.s Plate Institute, sea Donofrio Drive, Madison, 84 52719, Symbols PLATE LOCATION AND ORIENTATION I I, Center plate on joint unless x, y " offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. As" 11111111110101 SIMI., For 4 x 2 orientation, locale plates 0- 1/11" kern outside edge of truss, This symbol indicates the required direction of slots in connector plates, " Plate location details available in MiTek 20120 software or upon request PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Indicated by symbol shown andfor by text in the bracing section of the output Use T, I or Eliminator bracing if indicated. Indicates location where bearings (suppods) occur. Icons vary but reaction section indicates joint number where bearings occur, Industry Standards: ANSIITPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 8 dimensions shown In tt-in-sixleenths. (Drawings not to scale) TOP CHORDS. 7 3 6. •5 JOINTS AREGENERALLY.NUMBEREKETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHORDS AND WEBS ARE IDENTIFIED BY END JOINT, . NUMBERSILEtTERS.. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ER-5243, 96046, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A •© 2006 MiTeke All Rights Reserved A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. AddNonal stabik bracing for tnrss system, e.g. diagonal or X-bracing, Is always required. See BCSII, 2. Tross bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator brackig should be considered. 3. Never exceed the design loading shown and never slack materials on Inadequately braced trusses, 4. Provide copies of this truss design to the building dettner, erection supervisor, properly owner and all other interested parties, Cut members to bear lightly against each other. 6. Place plates an each face of truss at each joint and embedlully. Knots and wane atjoint locations are regulated by ANSI/111. 1, Design assumes trusses will be suitably protected from the environment in ascord with ANSIITPI 1, 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% al time of fabrication. , Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10, Camber.is a non-structural consideration antis the responsibilay of buss fabricator. General practice Is to camber for dead load dellectIon, 11, Plate type, size, orientation and location dirnenslons indicated are minimum plating requirements, 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 3. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacang, or less, If no ceiling is installed, unless otherwise noted, 15. Connections not shown are the responsibility of others: 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise, 18. Use of green or Veered lumber may pose unacceptable envfronmental, health or performance rlsks. Consult with project engineer before use. 19. Review all portions of thls design (front, back words ardpictures) before use. Reviewing pictures alone is not sufficient 20. Design assumes manufacture in accordance with ANSIITPI 1 Quality Criteria. City of Tukwila Department of Community Development June 09, 2023 Patrick. Curley 4061 S 148TH ST TUKWILA, WA 98168 Correction Letter # 1 DEVELOPMENT Permit Application Number D23-0112 CURLEY RESIDENCE - 4061 S 148TH ST Dear Patrick Curley, Allan Ekberg, Mayor Nora Gierloff, 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 following departments: BUILDING DEPARTMENT: Lee Sipe at (206)-431-3656 if you have questions regarding these comments. • The permit applicant should provide responses to the review comments and resubmit documentation to the City of Tukwila in an itemized format with plans clouded and delta indexed. The permit applicant should provide responses to the review comments in an itemized letter. The structural engineer should submit revised structural drawings and supplemental structural calculations. The applicant should resubmit documentation to the City of Tukwila. 1. Truss plans do not match house plans. Match trusses to house plan. 2. Truss plans are illegible, provide digital plans not scans. Structural engineer stamp not legible. 3 Clarify cavity block on plans. What does this mean? 4. Show all exterior and interior sheathing or siding to be removed replaced to install new roofing system. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that revised plans, specifications and/or other documentation be resubmitted via the online portal at https://tukw-egov.aspgov.com/BP/index.html. In order to better expedite your resubmittal, a 'Correction Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. The expiration date on your permit is 10/20/2023. Please submit corrected electronic (PDF) plans and documents to the Permit Center within 180 days of notification, or the application shall be deemed to have been abandoned and shall expire. Each time the Permit Center receives corrected plans and documents within the 180-day time limit, the application will be extended for an additional 180 days before expiration. Sincerely, Elisa Villegas Permit Technician 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development January 10, 2022 FRANCIS CURLEY 4061 S 148TH ST TUKWILA, WA 98168 RE: Extension Letter # 2 DEVELOPMENT Application or Permit Number D19-0376 CURLEY RESIDENCE - 4061 S 148TH ST Dear FRANCIS CURLEY, Allan Ekberg, Mayor Nora Gierloff, Director This letter is in response to your written request for an extension to your Permit D19-0376. The Department Director or the Building Official has reviewed your letter and considered your request to extend the above referenced application or permit. It has been determined that the City of Tukwila will be granting an extension to the permit through 7/11/2022. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Laurie Werle Permit Technician File No, DI9-0376 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 1905 11/30/2021 FRANCIS CURLEY 4061 S 148TH ST TUKWILA, WA 98168 RE: Permit No. D19-0376 CURLEY RESIDENCE 4061 S 148 ST Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, 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 International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such pennit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/11/2022. Based on the above, you are hereby advised to: 1) If your project is ready for an inspection login to the City of Tukwila's Online Portal https://tukw- egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -Or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/11/2022, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Shana Markstrom Permit Technician File No: D19-0376 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 6/3/2021 FRANCIS CURLEY 4061 S 148TH ST TUKWILA, WA 98168 RE: Permit No. D19-0376 CURLEY RESIDENCE 4061 S 148 ST Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City ofTukwila Building Division. Per the International Building Code, International Mechanical Code, Unifonn Plumbing Code and/or the National Electric Code, every perniit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/11/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/11/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Shana Markstrom Permit Technician File No: D19-0376 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERM!T COORD COPY' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0376 PROJECT NAME: CURLEY RESIDENCE SITE ADDRESS: 4061 S 148TH ST X Original Plan Submittal Response to Correction Letter # Revision # DATE: 11/27/2019 Revision # before Permit Issued after Permit Issued DEPARTMENTS: ding Division u VW Public Works titA 11Rk 1,()/0 Fire Prevention 1 Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable 111 (no approval/review required) REVIEWER'S INITIALS: DATE: 11/28/19 Structural Review Required DATE: 111 APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 12/26/2019 Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire El Ping 0 PW El Staff Initials: 12/18/2013 N C1117 OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tulaviln, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING , states as follows: PERMIT NO: -r6 /9 — 74' 1. I have made application for a 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 of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18,27,090, 3. I understand that prior to issuance of a 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 permit to be exempt under number and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. 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. By signing below, I certify the information I am providing on this affidavit is true and accurate. I understand that if I make false statements or misrepresentations I may be assessed penalties. Furthermore, 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. Signed date: 3 day of 18.27.090 Exemptions. The registration provisio of this chapter do not apply to: 1. An authorized representative of the United States govern ment, 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 co mnnssion 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 of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs 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 five hundred dollars, 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 of the operation is made into contracts of amounts less than five hundred dollars 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 or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. 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, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. * Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An ownerwho performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision 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 person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractom. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plu mbing work. ' Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to OW net kw purposes of rxr inptions 0 LOT 15 FOUND REBAR & CAP LS 15025 TO BE S. 1.29' & E. 0.03' SOUTH 148TH STPEET N 88*48'00" W (P) N 87"53.09" W (R1)(C) FOUND 1/2" IRON PIPE TO BE N. 0.72' & E. 0.24' LOT BOARD FENCE IS E. 0.5' FROM LINE WIRE FENCE IS E. 0.9' FROM LINE 1.0 to 7r) 0 8.0'+— WIRE FENCE IS E. 0.9' FROM LINE SET HUB ON W. LINE NORTHERLY FROM CALCULATED PROPERTY CORNER SET HUB ON S. LINE 2' EASTERLY FROM CALCULATED PROPERTY CORNER 94.91'(C) N 8753'09* w FIPE HyoRfiNr_tt.a 114.90'(C) 128.60'(P)(C) LOT 17 6.8' FOUND REBAR & CA,*' LS 10708 TO BE S. 0.20' & E. 0.25' Q 1- SEPARATE PERMIT RE UIRED FOR: Mechenicai Electrical Plumbing Gas Piping City of Tukwila UILDiNG DIVISION -S; LU Lu F— () LL U.! 0 fr Z.3 S 2-r 5 _INFO. Pa.C.E.L1 004/00-02 '41 — PERFJ|TCENTER LE-614 DESCOP-rio ; THE EtAS r 66.20 FL7 OF T7iLf 4/0 EE-r OF LOT lb. fl/V THE wE-5"7-- Nol:.TI-1 OF ME IO FEET OF LOT /7 a Z /N(- IN / ,y OF 711KLOLA7 /ow PE N s RE 5 1L)1 .CETRACKS; PRo/k.i 2.c) FEE T- SIOE = REFOZ £ FEE "T" HE IL /-4 ---- o ftT M Xl UM LOT CoVE P-49 E EAISTiNG. HOUSE Foo-rPRIAI-r-.= Bcf SITE 171_ SCALE; 30 aPrn No0. .....CCf fe 'roe seocfe 7ropania aspaz , %err foreafssans wifi ,era a 3 new INar su aPttal one may fneurfae ecannanaf ofan reafew, FILE C Permit No. ck Plan reva.no anoroval is sranecr to errors fano , ormssiOns Aoproia of courstrucuon aocuments ones autnonze roe Vs) aeon of aro arannfea noon of arthnance Rene re CO :sef erez Pear, Cora, drolf corroy 33S ,S DrN P:VtSION REVIETNED FOR CODE COMPLIANCE APPROVED 019C 09 2019 City of Tukwila F3IJILDING DIVISION CF LU ri :3 U 0 C r (;) YT tE v Y FT _ REVIEWED FOR ODE COMPLIANCE APPROVED DE 0 9 2019 ty of Tukwila BU DING DIVISION] 14.-1 -4- CITY 07 TUKWIL.4:4. NOV 2 6 2019 PERMIT CENTER w Li 7 ir 21. r 13' 12.! e • PLAN V E. \Ai o • , E PL 11 C E Li 5 ES/kccF/A/6 RID6E -1- 14_ E AgCH 1-7-c-72 mgAL ___C/N6 LE # 30 -rig PAPEK 7/16 1","-t /11.113 Loici t) E tki /-11. (E A 1 5 1Z 4q INSu L A i 1-in NG P5 t/tT6f-r" Rc gElki S iza --- 7/ 16 r fz9 I A I Su LA-0 17' L V(LV sCL PLE 1/4 " trr k‘..-3 (3 ) RECEIVED CITY OF TUKWILA NOV 2 6 2019 PERMIT CENTER 1—PAP277:747,1EnFC—AR— ' CODE v.ICt':PNIPLIANCE A pp ZOVED DEL 0 92019 City If Tukwila UILDING DIVISION! 7-1