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Home My WebLink About135 N Dunham Ave_BLD5411_2026 a 1 �; '� '`. ' .. , � � '_ � •14� Orr f 7dI r ► �1 .,5�` �/ OF a LL N N Z W coCARPORT FOUNDATION 1 FLOOR PLAN NOTES - ALL BEAMS TO BE 4x10 UNLESS NOTED OTHERWISE. (UNO) ® Q 2. EXTERIOR & INTERIOR BEARING WALL FRAMING SHALL BE 2 x 6 @ 16" o.c. (UNO) ® 1 3. SOLID BLOCK OVER ALL SUPPORTS. 4. WOOD POSTS TO BE 4 x 4 (4x6 @ BEAM BUTT JOINTS) SUPPORT ALL BEAMS W/' ® Z � � POSTS OF EQ. WIDTH. 5. OPTIONAL CARPORT SLAB: PROVIDE 4"THICK CONCRETE SLAB WITH 6 x 6 W2.9 x GENERAL NOTES cn Z Z W2.9 WWM OR FIBER MESH OV/6 MIL. BLACK VAPOR BARRIER OV/2" SAND ON 4" ®C J COMPACTED FREE DRAINING GRAVEL FILL. 1. ALL JOISTS, RAFTERS, STUDS, BLOCKING AND BRACING SHALL BE HEM-FIR#2 OR Q < 6. PROVIDE 1/2"AIRSPACE BETWEEN CONCRETE & NON-PREASURE TREATED WOOD. BETTER J 7. PROVIDE SPLASH BLOCKS AT DOWNSPOUTS (DS), SEE ROOF FRAMING PLAN FOR Fv= 75psi, Fb= 850 psi, E = 1300000 psi. UNLESS NOTED OTHERWISE.(UNO) - DS LOCATIONS. 2. ALL SAWN BEAMS, HEADERS, POSTS, LINTELS, AND GIRDERS, 4" NOMINAL, SHALL 8. ALL FOOTGS TO BE 18 MIN. BELOW FINISH GRADE &TO BEAR ON UNDISTURBED BE DOUGLAS FIR-LARCH #2 OR BETTER Fv= 95 psi, Fb= 875 psi, e= 1600000 psi; 6" SOIL. NOM, SHALL BE DOUGLAS FIR-LARCH#1 OR BETTER Fv= 85 psi, Fb = 875 psi, E _ /� r� 9. ALL FRAMING HARDWARE TO BE SIMPSON. PROVIDE ALL MANUFACTURE 1300000psi. LINO ON PLAN. h '�"� Q RECOMMENDED FASTENERS. ALL CONNECTIONS TO PRESSURE TREATED 3. ALL GLUED-LAMINATED TIMBER SHALL BE KILN DRIED DOUGLAS FIR 24 F-V4 OR IS-1 MATERIALS SHALL BE HOT DIPPED GALVANIZED. BETTER, Fv = 175 psi, Fb = 2400 psi, E= 1500000 psi. cl) C4 to ` TT) RESIDENCE ELEVATION NOTES 1. ALL EXTERIOR WALLS TO HAVE 1 x HORIZONTAL CEDAR SIDING, TO MATCH EXISTTNG AND AS SHOWN ON ELEVATIONS. PROVIDE CEDAR TRIM AS SHOWN ON ELEVATIONS. 2. PROVIDE CONTINUOUS METAL GUTTERS ON 2 x CEDAR FASCIA. - -- •_..__.-_ ._� ....• -_ - .- •-r.- - -•-..._•-T..v-��; '• = -- 3. ROOFING MATERIAL TO MATCH EXISTING RESIDENCE MATERIAL AND COLOR. PROVIDE ____ ___. __- ----- - ••• - ZINC STRIP & CONTINUOUS SCREENED RIDGE VENT. PATCH AND REPAIR EXISTING ROOF h. r A AS NEEDED FOR ADDITION ` i 4. TRIM ALL WINDOWS AND DOORS WITH 2 x CEDAR WITH PRE-FINISHED METAL DRIP- ' FLASHING. CAULK ENTIRE PERIMETER, (UNO). 5. THE INTENT IS TO MATCH AND TIE INTO THE EXISTING RESIDENCE AND MATERIALS _ ►; ...�:, J 04 uj Go o I 40le s �.. LLZ0 1 �I I❑ .._...d..� r_.....� .�._._ --- -. _ .�..-.-•.------ e , LLI w -Pill Z & YV' 9fATHIN6 OV/ EoOr rpAMIN(A, A511-Kf COW, 5HINCU5 �� _^� . _ �£w _.y. _,_ _:. _..�. _..._-.. _ . _ ��-' ---- OU/' Pf,P05T Pff MIP FLA5HINCA PLAN w/ CW9 6UfV ON I rA5CIA See Poor FRMIC,, vim wrw MAN FOR FWMN6 PXgm,op,Loc, Kf. D AM PrP,PLAN CONC, PLYNTH 1 (1811 PIA, @ 4' 0 . 15IMP50N, 511PIONci-TT POW P AM CAP-51a COLUMN %Ppoplf"I PLAN FIN15H 6PW� AS MQU11W a 41, CONC, IAP 0 04 P.T.PDX MP PLAN #A [3ff, LL 04 P05T u! Go A5 W09 PY P05f 4" 'NK. CONC,5L,AD > W,/ 6x6 W,W,M. IJ UL Z 0 cf) Z 5ff PLAN z 0 0 o z w MPR fO 15aA09 Not;wovlp� 4'-o" TO wr. < rooflN(A MAL PR PLAN or FooU Af PCRCH> 6'-0" MEP, 50�,AtP FOOM6 .3 Po5f/ PFAM cA�or,\T CONNFCION METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTIONrAtzlRlvzn i AF :-I).l fN,CRHFAD:A%%(TADOUI1II1 PORI fK10.114(tVO PACED WAIT PUTTS) low"i 6' rATTATIOr PFAR1141NOTHUwAt PoRim mmor 04 Subi"wAIPAXIES) Put FASTEN KWITH 6-16D HEUER INGSTIMTO ------- gi �T; jt,, AI L T?l-, ....SMAPPLA cpPOsm Sw or 1541A 4------ LLJ lu.1�-kj tJ �A, A 11 CONTRAMUSty - -A. ' i"LAYNIDIVIT"I'v00041 !FF 'SPACIA 6 1HIIX 014Ct ON MAXIC-SIOL 01 rMlFu 'r $1111 HEADED PROMIST to Jh1EXD.PA11tLS1qxrFD"S 6 1,• W,!. m'ir _C51 FASTEN SMEATMAraVO ,A,,,WITH SHALLOCCvRcV19A S(No11 socokumuoticAtvmztoow YANILSINS'SWPATTIDINA3STIOWN e7.VA.:r,�:V' *GINIGITLOWROW FA5TEN TOP PLATE TO HEADER WITH TWO IAUI UU104A CRT IPOTTI SIDES Or cFro. P Z, ROWSOFISDSINKER OPENJINIOPPOUTESIOCCIN IIFACKCAXILFDGFrUtafO voul. :Y�! :/ a NARSAT3'O C TYP. �'J^.t U It-Al �A� 1'.?L5---%F III�1�--,�GLWL--�:: ?T`i CL 2 I'1_11_'= VIEK1.10115 CONSTRUCTION woo:IS"unut"PAN(I %qn Doubt[2A POST vt V,_: %1ILAI)I#*WITII 1MCO`XAON 04 11,3010 AIM JAC.STUD). -I 04N GAWARM 1*9 NAILS AT ID C.IN At L --MIN-4 "ISTRU"ICT 01 URALPMEL ITANUAIG(SEUMIKOCAMATC)SIUS)TIP. " SHFATHING M;FLtt"GT"OFVAN(LI-IRIADIEWAC.IMS l;J KAII WASHER ANC1rID*&XIS?fR SfcTO%Rw".fi ILP-14`1' ;11t1-1"r r;,!D,L OVER CONCRETE OR MASONRY BLOCK FOUNDATION 1,VL (Z)FRAMINCANCHORS NAIL SOIF IIATI 10 WOOD STAUCTIMt NAII SOU PIAJI TO MISTKIATARLE EAT PAIIELIRI HING. JOIST PER IA4AL R02.3(1) TOPOPO III WE HORMINVII.Jkl1h) I 1p EIRA VERTICALD111111=110111, JK14- j C..L F,I;Iq, U�V, q, i� o.,,r ff" -WOOD STRUCTURAL PANEL SHEATHING OVER APPROVEDRA\VDORRIM APPROVED RAND OR Rill JOIST M15T 7. 4AE-.-F,%,-.j�i I L "N-1:11.,. I 7,11F OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION WHEN PORTAL SHIAIIIIING DOB IMT I&P 0VTA DAPID OR RIM MrST) A. ATTACHSHEATHINGTO I NAILSOLEPILATETO , JOGtFERTA61E I. IAVOPVJCIWL NAILSOILE PLATE TO EAND OR RIM MIST pAmn loorAINL\4G JOIST PrR TABLE WITH ND COMMON R602I(I) to TOP Or PAI.,OR R602 3W NAILSAT3'DC'TOP RIMMIST AN.SOTTO- ---------- WOOD smcramt PANCL>HEATHINGOVEH_ APPROVEDELMOORRIM m.A APPROVED RATIO OR RIM JOIST —ry 4NNI,. OVER RAISED WOOD FLOOR-OVERLAP OPTION (WHEN PDATALWILAIIHING LAPS CVERAIAVDORA�GOARO) 'k FRONT ELEVATION SECTION ...... . :t:lll IkJ.2, U: q 11-1":t: .R11:11NCH=2!I=EE.. H AF LI 4 V I'll, -1 1 :1' 1' 'G'�_I'Li vll BRAC114G METHODS MINIMUM FIGURE C1, r 11 ME11HODS,NINFERIAL THREWEESS SPAGING LL c*4 C4 4 wr LU co I' jz�,,�I'_1w f., 11..l�11. f2,1VA Lr;r�;_IF0.T.bi.9MZ34 cp (AV,' 0:A" HPS u.D92'di,,0.225"dia,hd wIls .1th 1. 4-edgn B'fi6d z J A AGW S.S.CWRNLNAI TAbh OW23n) LJL Z o. Cs-WSp bani.�Nkft Par VM.t7Vf.1t1Aff Z W,T! UZ CS-G 1b,c) 0 0 z TABLE RF,02.3(3) -1 S-M.Ekwa-wsp 5..wihwc wsp REQUIREMENTS FOR WOOD STRUCTURALPANEL WALL SHEATHING USEDTO RESIST WIND PRESSURES(a,b,c) MINIMUM MAIL IMINIMPUN11%&POOD) VDA11101.110 M"IMUMWALI. PANEL NAA SPACING A1.1141.110BY1 TISPE. ucfx)m NOTAINAt (mPh) ST1MSPAC1N6 CS-PF PATTIE.SPAN PANEL DOOCUESS EDGEI ritto WtId m.t. cmep WSO-MM.lQ6A See SectimRV021064 m (I.I-) RATING twh.) D , C 0 'Ac 15 2410 16 6 12 IQ tl� III) I. 4 .Qtu*). 14;;r.-0-h t6 4 :2 170 IQ :s� i-,,bPq.cjrd. I .— .1�. ...... 24 12 1d) i " 0 iv its 110 Cs T'edges 6"fMd c MR SI:1 INCH�25.4TMILC PER IIOUR=0.447./. siud,pam,, ,wT1.1 7 INS—— L.%.Qllr ew11, 4II I MILE PER-1.1-D467 1,11 It A-4 7 0 _1 11 . 1 11- . t I. - :j Lo CD 6N_ CL IN. ........... T A- v-1 7: REWTERED A rMW 00 0 10 LL CA z LLLi co 0 > J ROOF FRAMING PLAN : ". tea . % r j Q Z TRUSS NOTES 1. ALL BEAMS AND HEADERS TO BE 4x10 (UNO). PROFESSIONAL ENGINEER AND FABRICATED, LL. z 0 2. SOLID BLOCK OVER SUPPORTS. 1. ALL TRUSSES TO BE DESIGNED BY A P Z =) 3. PROVIDE PRE-MANUFACTURED COMMON OR ATTIC ENGINEERED TRUSSES @ 24" o.c. & PROVIDE; INSTALLED 0000 AND TRUSS MANUFACTURE. (1) Z z SIMPSON HARDWARE AS NEEDED FOR A COMPLETE INSTALLATION. SEE PLAN FOR LOCATION AND BRACED AS SPECIFIED BY ARCHITECT, ENGINEER 4. OVER FRAMING AREAS SHALL UTILIZE AN OVERBUILD TRUSS PACKAGE OR 2 x 8 RAFTERS @ 24" 2. ALL ROOF TRUSSES SHALL CARRY A MANUFACTURER'S STAMP. o.c., SEE PLAN FOR LOCATION 3. ROOF TRUSSES SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING J 5. PROVIDE LADDER FRAMING AT GABLE ENDS @ 24" o.c., MATCH EXISTING. SEE PLAN FOR DEPARTMENT APPROVAL OF THE ENGINEER'S CALCULATIONS & MODIFICATIONS. LOCATION 4. PROVIDE TRUSS DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION. Ll 6. PROVIDE CONTINUOUS METAL GUTTER ON 2 x CEDAR FASCIA. 5. -TRUSS MANUFACTURER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED 7. ROOF FRAMING SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT SETBACKS. 6. TRUSS MANUFATURER TO PROVIDE ALL METAL HANGERS FOR ALL TRUSS APPROVAL OF THE ENGINEER'S CALCULATIONS & MODIFICATIONS. 8. 'ROOF FRAMER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. CONNECTIONS. RDINATED WITH THE ARCHITECT AND 9. ROOF FRAMER TO-PROVIDE ALL METAL HANGERS FOR ALL ROOF FRAMING CONNECTIONS. 7. ALTERATIONS OF TRUSS LAYOUT SHALL BE COO 10. ALTERATIONS OF FRAMING LAYOUT SHALL BE COORDINATED WITH THE ENGINEER. BUILDING DEPARTMENT T StTE. PLAN NO ES 14�1j. SITE PLANT INFOkMATION PROVIDED BV OWNER, COUNTY ONLINE MAPPING PROGRAMS. THIS IS NOT A SURVEY. FIELD VERIFY DIMENSIONS. T )r14 12t UTILITIES INCLUDE*.PUBLIC SEWER 0 WATER Lu ru POWER, CABLE &,PHONE. EXISTING co , 1:Z0 ALL SITE WORK SMALL COMPLY WITH BEST uj -4- 4k_Rrl0r2_l 7 It MANAGEMENT PRACTICES AND CITY CODE. P6 PRIOR TO START OF GRADING Wor BUILDING CONSTRUCTION INSTALL TEMP. EROSION & HA SE01MENTATION CONTROL MEASURES. (SILT 61T FENCE, STRAWBALES Wor OTHER BEST MANAGEMENT PRACTICES). EXPOSED SOIL, ie SOIL LACKING VEGITATIVE COVER, SHALL BE COVERED Wl MULCH, SOD, 64yv PLASTIC OR OTHER APPROVED BMP WITHIN 7 DAYS' 0 STOCK PILE AND COVER EXCAVATED SOIL 31 ,�? \ �(l I WITHIN 24 HOURS VWTH BLACK PLASTIC. • PROVIDE DOWNSPOUT EXTENDERS UNTIL VEGITATION ADJACENT TO RESIDENCE IS RE- ESTABLISHED. PROVIDE SILT FENCE AT.DOWN HILL SIDE OF AREA OF CONSTRUCTION AS NEEDED 411 p 11)25i N- bLINVAim I PROVIDE&1or MAINTAIN CONSTRUCTION ENTRY, PER BMP, THRU OUT PROJECT CONSTRUCTION. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE �� ESTABLISH A PERMANENT VEGITATIVE 0 10�l LOT 197 GROUND COVER THAT CAN WITHSTAND wz SEVEN WEATHER CONDITIONS, SUCH AS 0 HEAVY RAIN, &CONTROLSOIL EROSION ON ALL AREAS OF LAND DISTURBANCE NOT a 4 OTHERWISE PERMANENTLY ESTABLISHED. I i� i L �i __mintir CUTIMLL; EXCAVATED SOIL TO BE USED AS —. _ I�L��i ~� �� - --- _ .__.-I� ?,a w BACKFILL MATERIALS & FEATHERES OUT z00 � IL 20 FROM THE RESIDENCE 2W MAX. Pi �XP I 100,�f -1, It5o -:::.. I I+u Y. V10 11F IMPERVIOUS SURFACE AREA: PUT Pi pl� I k14 eli�llml I I re ri(Ll:�_TW4 �) inn �3063 I o w 414i. - 7o LK RESIDENTIAL BUILDING PERMIT APPLICATION ` Community and Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 The following information is required for Residential: Single Family,Duplex, Townhomes,Additions,and Accessory Structure Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents. Incomplete applications will not be accepted. SUBMIT ELECTRONIC FILES AND THE NUMBER COPIES REQUIRED FOR EACH OF THE FOLLOWING: EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. QTY REQUIRED DOCUMENTS 1 Proof of approved Zoning Verification 1 City of Arlington Residential Pennit Application 1 City of Arlington Residential Submittal Requirements Form 1 Residential Building Design Requirements 2 Site Plan 2 Architectural Plans 2 Structural Plans 2 Stnict u-al Calculations ❑ 1 Project Specification Manuals,ifapplicable ❑ 1 WSEC Compliance Forms https:,(/waenergycodes.comj ❑ 1 Special Inspection and Testing Agreement,if applicable ❑ 1 Deferred Submittal Request,if applicable 1 USB Flash Drive or email a link to cec[Parlingtonwa.gov 1. Architectural and Stnict u-al Plans shall be bound separately and rolled together with the Site Plan in complete sets. 2. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 3. The City of Arlington does not review or inspect electrical systems.Contact Labor and Industries at lni.wa.gov or 360-416-3000. 4. Contact the Pennit Center to verify if an intake appointment is required. City of Arlington Pennit Center at (360) 403 3551 or by email to ced@arlingtonwa.gov. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. RESIDENTIAL BUILDING PERMIT APPLICATION Type of Permit: JEI Single-family I ❑ Duplex ❑Townhouse 1 [;2 Addition 1 [;2 Accessory Structure IBC Construction Type: V IBC Occupancy Type: R Buildiug Square Footage: 308 carport Number of Stories: 1 Square Footage Per Floor: B: - 111: - 2°d: 3rd: Garage: 308 Property Address: 135 N Dunham Project Valuation: 8000 Lot#: Parcel ID No.: 00378800401800 Preferred Contact: 2 Owner O Contractor 14' x 22' carport addition to existing garage Project Description: Owner Name: Jeff Larson Home No.: Email Address: jrlarson1010@gmail.com Cell No.: 225-772-6789 135 N Dunham Arlington WA 98223 Mailing Address: City: State: Zip: Contractor Name: owner-builder Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: MECHANICAL INFORMATION Type of Permit: ❑ New Installation ❑ Addition/Alteration/Repair ❑ Gas Piping Contractor Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&.I Contractor License Number: Expiration Date: • New gas piping requires a pressure test hooking to any appliance • Sediment traps(drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper Combustion air and venting required for all appliances • A shtrt-off valve is required within 6 feet of all appliances REV03.2022 Page 2 of 5 RESIDENTIAL BUILDING PERMIT APPLICATION MECHANICAL PERMIT FEES (per unit) Type of Fixture No.of Units Cost per Unit Subtotal Model No. Additional Plan Review fees x $75.00 Air Cond.Unit<_100Btu x $15.00 Air Cond.Unit>100Btu x $25.00 Air Cond Unit>500Btu x $50.00 Air Handling Units x $15.00 = Base Mechanical Fee 1 x $25.00 = $25.00 Boiler<100Btu >3h x $15.00 = Boiler>1 million Btu h<5 0 hp x $25.00 = Boiler>1.5 million Btu/h<50hp x $50.00 = Boiler>100Btu h 3-1 5hp x $15.00 = Boiler>500Btu h 15-30hp x $25.00 = Commercial Hoods-Type I x $25.00 = Commercial Hoods-Type II x $50.00 = Diffusers x $15.00 = Dryer Ducting x $15.00 = Ductwork(drawings required) x $25.00 = Evaporative Coolers x $15.00 = Exhaust/Ventilation Fans x $15.00 = Fireplace/Insert/Stove x $15.00 = Forced Air Heat<_100 Btu x $15.00 = Forced Air Heat>100 Btu x $25.00 = Gas Clothes Dryer x $15.00 = Gas Fired AC<_100 Btu/h x $15.00 = Gas Fired AC>100 Btu h x $25.00 = Gas Fired AC> 500 Btu/h x $50.00 = Gas Pi in <_ 5 units x $15.00 Gas Piping> 5 units (plus<5 units) x $2.00 Heat Exchangers x $15.00 Heat Pump-Condensing Unit x $25.00 Hot Water Heat Coils x $15.00 Miscellaneous Appliance-regulated by x $15.00 mechanical code,not otherwise specified Pkg.Units<_100btu x $25.00 = Pkg.Units>100btu x $50.00 = Range/Cook top-Gas Fired x $15.00 = Refrigeration Unit<_100Btu h x $15.00 = Refrigeration Unit>100Btu h x $25.00 = Refrigeration.Unit>500Btuu/h x $50.00 = Re-inspection fee x $75.00 = Residential Range Hood x $15.00 = Unit Heaters 15 100 Btu h x $15.00 = Unit Heaters>100 Btu/h x $25.00 = VAV Boxes (Variable Air Volume,part of air x $10.00 conditioning system) Wall Heaters-Gas Fired x $25.00 = Water Heater-Gas Fired x $25.00 = Permit Fee Inspection Fee $75.00 Processing/Technology Fee $25.00 Total REV03.202 2 Page 3 of 5 RESIDENTIAL BUILDING PERMIT APPLICATION Gas Piping Information ® Not Applicable ❑CSST ❑ Brass ❑ Other Proposed Piping Material: ❑ Black Steel ❑ Galvanized Steel Proposed Piping Size: ❑ 1/2 ❑ 5/a" ❑ 3/a." ❑ 1" ❑ 11/z" ❑ 2" Distance from Meter to furthest Appliance: Total BTU's of all Appliances: PLUMBING INFORMATION Type of Permit: ❑ New Installation ❑ Addition/Alteration/Repair Contractor Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves(PRV) • Cross-Connection-Control may be required Proposed Interior Water Piping Size: ❑ 1/2 ❑ 5/s" ❑ 3/4 ❑ 1" ❑CPVC ❑ Brass ❑ PEX-AL-PEX Proposed Interior Piping Material: ❑ Copper ❑ PEX ❑ Galvanized Steel ❑ Other Proposed Exterior Water Piping Size: ❑ 1/2" ❑ 5/s" ❑ 3/4 ❑ 1" ❑ 11/2 ❑ 2" ❑PVC ❑ Copper ❑ PEX-AL-PEX ❑ PEX-AL-PE Proposed Exterior Piping Material: ❑PE ❑ PEX ❑ Other Proposed Drain-Waste-Vent(DWV) ❑ Schedule 40 ABS DWV ❑ Copper ❑ Galvanized Steel ❑ Cast Iron Material: ❑ Schedule 40 PVC DWV ❑ Brass ❑ Other Proposed Drain-Waste-Vent(DWV) ❑ 1/2 ❑ 5/s" ❑ 3/" ❑ 1" ❑ 11/2 ❑ 2" ❑ 3" 04" Piping Size: REV03.202 2 Page 4 of 5 RESIDENTIAL BUILDING PERMIT APPLICATION PLUMBING PERMIT FEES per fixture Type of Fixture No.of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $75.00 = Alteration/repair piping x $15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee 1 x $25.00 = $25.00 Bath Shower Combo x $15.00 = Building Main Waste x $25.00 = Clothes Washer x $15.00 = Dishwasher x $15.00 = Drinking Fountain x $15.00 = Floor Drains x $15.00 = Grease Interceptor x $75.00 = Grease Trap x $25.00 = Hose Bibb x $15.00 = Icemaker Refri erator x $15.00 = Irrigation-per meter x $25.00 = Kitchen Sink&Disposal x $15.00 = Laundry Tray x $15.00 = Lavatory x $15.00 = Med Gas Pi in <- 5 inlets outlets x $60.00 = Med Gas Piping> 5 inlets/outlets(plus 15 5 x $5.00 = inlets outlets Miscellaneous-regulated by plumbing code, x $15.00 = not otherwise specified Pretreatment Interceptor x $15.00 = Re-inspection Fee x $75.00 = Roof Drains x $15.00 = Shower(only) x $15.00 = Sink bar,service,etc. x $15.00 = Toilets x $15.00 = Urinal x $15.00 = Vacuum Breakers x $25.00 = Water Heater x $25.00 = MODEL NO.: Water Heater-Tankless x $25.00 = MODEL NO.: Permit Fee Inspection Fee $75.00 Processing/Technology Fee $25.00 Total I hereby certify that I am the ❑Owner [?Architect ❑ Engineer ❑Contractor and authorized to sign this application and that the above infortuation is correct and construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington,and the City of Arlington. e5ignetl via SeamlessDocs.com Kerais«esz.......I................ Print Name Date S igi.n« REV03.2022 Page 5 of 5 �iI FO R T E W E B JOB SUMMARY REPORT Larson Carport Level Member Name Results Current Solution Comments Roof:Joist optional Passed 1 piece(s)2 x 8 HF No.2 @ 24"OC Roof:Drop Beam ridge optional Passed 1 piece(s)6 x 12 HF No.1 Roof:gable end Beam optional Passed 1 piece(s)6 x 12 DF No.1 Roof:Drop Beam bearing Passed 1 piece(s)6 x 10 HF No.2 perimenter Free Standing Post Passed 1 piece(s)6 x 6 HF No.2 i Receivecl JUN 16 2.023 ForteWEB Software Operator Job Notes 5/29/2023 10:32:00 PM UTC Ruth Gonzales Carport addition ForteWEB 0.5 Gonzales Design Partners Arlignton,Washington (425)344-9942 File Name: Larson Carport GonzalesDesignPartners@hotmail.com Weyerhaeuser Page 1/6 1 FORTE E MEMBER REPORT PASSED Level,Roof:Joist optional 1 piece(s)2 x 8 HF No.2 @ 24"OC Sloped Length:8'41/8" 0 r 41 ( i r f 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:8'6 9/16" Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 323 @ 4 1/2" 3341(5,50") Passed(10%) — 1.0 D+1.0 S(All Spans) Member Type:Joist Building Use:Residential Shear(Ibs) 239 @ 1'3/8" 1251 Passed(19%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 524 @ 3'11 1/2" 1477 Passed(35%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:Aso Live Load Defl.(in) 0.053 @ 3'11 1/2" 0.378 Passed(L/999+) — 1.0 D+1.0 S(All Spans) Member Pitch:4/12 Total Load Defl.(in) 0.087 @ 3'11 1/2" 0.504 Passed(L/999+) — 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/240)and TL(L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15%increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on Nos. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Factored Accessories 1-Beveled Plate-HF 5.50" 5.50" 1.50" 125 198 323 Blocking 2-Beveled Plate-HF 5.50" 5.50" 1.50" 125 198 323 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 8'4"o/c Bottom Edge(Lu) 8'4"o/c -Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Load Location(Side) Spacing (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 7'11" 24" 15.0 25.0 Default Load Member Notes Optional stick framed Roof Member:Rafter W aeuselr Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Bloc'as)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated try ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Gonzales Design Partners ForteWEB Software Operator .Job Notes 5/29/2023 10:32:00 PM UTC Ruth Gonzales Carport addition Gonzales Design Partners Arlignton,Washington AForteWE6 V3.5,Engine: V8.2.5.1, Data:V8.1,3.6 (425)344-9942 File Name: Larson Carport GonzalesDesignPartners@hotmail.com Weyerhaeuser Page 2/6 �MFORTEWEB MEMBER REPORT PASSED Level, Roof: Drop Beam ridge optional 1 piece(s)6 x 12 HF No.1 Overall Length:18' 0 D 18, 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 2664 @ 4" 12251(5.50") Passed(22%) — 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Building Use:Residential Shear Ibs) 2245 @ 1'5" 6789 Passed(33%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 11117 @ 9' 12199 Passed(91%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.392 @ 9' 0.867 Passed(L/530) — 1.0 D+ 1.0 S(All Spans) Member Pitch:0/12 Total Load Defl.(in) 0.663 @ 9' 1 1.156 1 Passed(L/314) — 1:0 D+1.0 S(All Spans) • Deflection criteria:LL(L/240)and TL(L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. • Applicable calculations are based on Nos. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Factored Accessories 1-Column-HF 5.50" 5.50" 1.50" 1089 1575 2664 Blocking 2-Column-HF 5.50" 5.50" 1.50" 1089 1575 2664 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 18'o/c Bottom Edge(Lu) 18'o/c -Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 18' N/A 16.0 — 1-Uniform(PSF) 0 to 18'(Front) 3'6" 15.0 25.0 Default Load 2-Uniform(PSF) 0 to 18'(Back) 3'6" 15.0 25.0 Member Notes Optional Stick framed roof Ridge beam Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and FSR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/wood products/document-library. The product application,input design loads,dimensions and support information have been provided by Gonzales Design Partners ForteWEB Software Operator Job Notes 5/29/2023 10:32:00 PM UTC Ruth Gonzales Carport addition Gonzales Design Partners Arlignton,Washington ForteWEB v3.5,Engine: V8.2.5.1, Data: V8.1.3.6 (425)344-9942 File Name: Larson Carport GonzalesDesignPartners@hotmail.com Weyerhaeuser Page 3/6 �TORTEWEB MEMBER REPORT PASSED Level, Roof: gable end Beam optional 1 piece(s)6 x 12 OF No-1 Overall Length:14' + j r 0 D r r ; r , 14' I Fil All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:combination(Pattern) System:Roof Member Reaction(Ibs) 2004 @ 4" 18906(5.50") Passed(11%) 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 1589 @ 1'5" 6452 Passed(25%) 0.90 1.0 D(All Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 9903 @ 7' 12274 Passed(81%) 0.90 1.0 D(All Spans) Design Methodology:Aso Live Load Defl.(in) 0.032 @ 7' 0.667 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Total Load Defl.(in) 0.265 @ 7' 1 0.869 1 Passed(L/604) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/240)and TL(L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. • Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Factored Accessories 1-Column-HF 5.50" 5.50" 1.50" 1654 350 2004 Blocking 2-Column-HF 5.50" 5.50" 1.50" 1654 350 2004 Blocking •Blocking Panels are assumed to carry no toads applied directly above them and the full toad is applied to the member being designed. Lateral Bracing Bracing Intervals comments Top Edge(Lu) 14'o/c Bottom Edge(Lu) 14'o/c -Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) comments 0-Self Weight(PLF) 0 to 14' N/A 16.0 1-Uniform(PSF) 0 to 14'(Top) 2' 15.0 25.0 Default Load 2-Point(lb) 1 7'(fop) N/A 2664 Member Notes Optional stick framing Gable end beam Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims,any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC•ES under evaluation reports ESR-1153 and ESR•1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to rnvw.weverhaeuser.com/woodproducts/document-ilbra ry. The product application,input design loads,dimensions and support information have been provided by Gonzales Design Partners ForteWEB Software Operator Job Notes 5/29/2023 10:32:00 PM UTC Ruth Gonzales Carport addition Gonzales Design Partners Arlignton,Washington AFOrteWEB V3.5,Engine:V8.2,5.1, Data:V8.1.3.6 (425)344-9942 File Name: Larson Carport GonzalesDesignPartners@hotmail.com Weyerhaeuser Page 4/6 i2 FORTEWER MEMBER REPORT PASSED Level,Roof: Drop Beam bearing perimenter 1 piece(s)6 x 10 HF No.2 Overall Length:20' 0 r 10, 10, I 0 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Type:Drop Beam Member Reaction(Ibs) 1852 @ 10' 12251(5.50") Passed(15%) -- 1.0 D+1.0 S(All Spans) Building Use:Residential Shear(Ibs) 769 @ 11'1/4" 5608 Passed(14%) 1.15 1.0 D+1.0 S(All Spells) Building Code:IBC 2018 Moment(Ft-Ibs) -1790 @ 10' 5352 Passed(33%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:Aso Live Load Defl.(in) 0.022 @ 4'8 7/16" 0.483 Passed(L/999+) 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 Total Load Defl.(in) 0.035 @ 15'4 13/16" 1 0.644 Passed(L/999+) — 1.0 D+1.0 S(Alt Spans) • Deflection criteria:LL(L/240)and TL(L/180), •Allowed moment does not reflect the adjustment for the beam stability factor. • Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. • Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Factored Accessories 1-Column-HF 5.S0" 5.50" 1.50" 260 373 633 Blocking 2-Column-HF 5.50" 5.50" 1.50" 794 1057 1852 Blocking 3-Column-HF 5.50" 5.50" 1.50" 260 373 633 Blacking •Blocking Panels are assumed to carry no bads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 20'o/c Bottom Edge(Lu) 20'o/c -Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location(side) Tributary VAdth (0.90) (1.is) Comments 0-Self Weight(PLF) 0 to 20' N/A 13.2 1-Uniform(PSF) 0 to 20'(Top) 3.6" 15.0 25.0 Default Load Member Notes Truss roof bearing beam Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values,Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by 1CC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Gonzales Design Partners ForteWEB software operator Job Notes 5/29/2023 10:32:00 PM UTC Ruth Gonzales Carport addition Gonzales Design Partners Arlignton,Washington AFOrteWEB V3.5,Engine:V8,2.5.1, Data:V8.1.3.6 (425)344-9942 File Name: Larson Carport GonzalesDesignPartners@hotmail.com Weyerhaeuser Page 5/6 FORTE W E B MEMBER REPORT PASSED Level,Free Standing Post 1 piece(s)6 x 6 HF No-2 Post Height: 8' Design Results Actual _ mowed Result LDF Load:Combination Slenderness 17 50 Passed(35%) Compression(Ibs) 1660 13681 Passed(12%) 0.90 1.0 D Base Bearing(Ibs) 1660 898425 Passed(0%) — 1.0 D Bending/Compression 0.13 1 Passed(13%) 0.90 1.0 D • Input axial load eccentricity for this design is 16.67%of applicable member side dimension. • Applicable calculations are based on NDS. SU OI t5 Type Material Member Type:Free Standing Post Base Plate Steel Building Code:IBC 2018 Design Methodology:ASD Max Unbmced Length cmnr"mb Full Member Length No bracing assumed. Drawing is Conceptual Dead Vertical Load (0.90) comments 1-Point(lb) 1660 Default Load Member Notes carport post We erhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable AS114 standards.For current code evaluation reports,Weyerhaeuser produa literature and installation details refer to www.Weyerhaeuser.com/woodproducts/d ocument-library. The product application,input design loads,dimensions and support information have been provided by Gonzales Design Partners ForteWEB Software operator Job Notes 5/29/2023 10:32:00 PM UTC Ruth Gonzales Carport addition Gonzales Design Partners Arlignton,Washington FOrteWEB V3.5,Engine:V8.2.5.1,Data:V8.1.3.6 (425)344-9942 File Name: Larson Carport GonzalesDesignPartners@hotmail.com Weyerhaeuser Page 6/6 J - -------- SITE PLAN NOTES • SITE PLAN FhFFORIIIIATIOIV PROVIDEDBY xi M - 41 t [d I � - - OWNER, COUNTY ONLINE MAPPING PROGRAMS. THIS IS NOT A SURVEY. FIELDLb -- --��- — - t - o VERIFY DIMENSIONS. � --- ! + - ! FUTILITIES INCLUDE. PUBLIC SEWER, WATER � N, POWER, CABLE &,PHONE. EXISTING II r�� d N o� _ AL'L:SITE WORK BHftt COMPLY WITH BEST � W j �� -�t-I. �� MANAGEMENT PRACTICES AND CITY CODE. a a L �` PRIOR TO START OF GRADING &/or BUILDING CONSTRUCTION I-NSTALL TEMP. EROSION & # �✓j( � SEDIMENTATION CONTROL MEASURES. (SILT � FENCE, STRAWBALES &/or4THER BEST i - - MANAGEMENT PRACTICES: y I ; EXPOSED SOIL, ie SOIL LACKING VEGITATIVE �z COVER, SHALL BE COVERED WI MULCH, SOD, ,' PLASTIC OR OTHER APPROVED BMP WITHIN 7 x j DAYS. cotr /, - i • STOCK PILE AND COVER EXCAVATED SOIL WITHIN 24 MURS WITI BACK PLASTIC. CITY OF AR DIN PROVIDE DOWNSPOUT EXTENDERS UNTfL BUILDING QEP RTMENT VEGITATION ADJACENT TO RESIDENCE IS RE- APPROVED ESTABLISHED. 0ATE 7 Y PROVIDE SILT PEKE AT DOWN HILL SIDE OF � NO CHANGES AU ORIZED Ph ► � N AREA OF CONSTRUCTION AS NEEDED UNLESS APPROV D BYTHE I `I1 P ;,, _ • PROVIDE &tor MAW TAW CONSTI UCTION BUILDING INS ENTRY, PER BMP, THRU OUT PROJECT CONSTRUCTION. - PAL ► PRIOR TO FINAL CONSTRUCTION ACCEPTANCE I � � �c I - 2 (, Imo! t T I� I ESTADLISH A-P€RMANENT-V ITATWE O _ — - GROUND COVER THAT CAN WITHSTAND LL t-- ---_— — —_ - ]--j�- SEVERE WEATH,ER COtMTIONS, SUCH AS Z _-- --._ -- ----- ---- --- - --- -- .- HEAVY RAIN, & CONTROLSOIL EROSION ON ALL AREAS OF LAND DISTURBANCE NOT OTHERWISE PERMANENTLY ESTABLISHED. Q Q up t - CUTI ILL:. EXCAVATED SOIL TO BE USED AS 0~C Z BACKFILL MATERIALS & FEATHERES OUT O O, P FROM THE RESIDENCE-2l1k� MAX. a- � t?-?k l old' -114Ot U��. d 1100 1 x 166? 10 v ,`TZ.P X !201o) IMPERVIOUS SURFACE AREA: Qa gy �1f 0 I - � - o N ot 0 LLI VN �n . l � 'RV I' G i CITE' OF ARLINGTON' BUILDING DEPARTMENT 0LL N ,AmOROVED N0 O w o CARPORT FOUNDATION/FLOOR PLAN NOTES DATE F— Q Q 1. ALL BEAMS TO BE 410 UNLESS NOTED OTHERWISE. (UNO) NO CHANGES AUTHORIZED J 2. EXTERIOR & INTERIOR BEARING WALL FRAMING SHALL BE 2 x 6 @ 16"o.c. (UNO) UNLESS APPROVED BY THE Q 3. SOLID BLOCK OVER ALL SUPPORTS. BUILDING INSPECTOR LL Z O 4. WOOD POSTS TO BE 4 x 4 (4x6 @ BEAM BUTT JOINTS) SUPPORT ALL BEAMS WV Z =) H POSTS OF EQ. WIDTH. 000 C') 5. OPTIONAL CARPORT SLAB: PROVIDE 4"THICK CONCRETE SLAB WITH 6 x 6 W2.9 x GENERAL NOTES 0. U) z J W2.9 WWM OR FIBER MESH OV/6 MIL. BLACK VAPOR BARRIER OV/2" SAND ON 4" COMPACTED FREE DRAINING GRAVEL FILL. 1. ALL JOISTS, RAFTERS, STUDS, BLOCKING AND BRACING SHALL BE HEM-FIR#2 OR Q Q M w 6. PROVIDE 1/2"AIRSPACE BETWEEN CONCRETE & NON-PREASURE TREATED WOOD. BETTER 0 J r Q 7. PROVIDE SPLASH BLOCKS AT DOWNSPOUTS (DS), SEE ROOF FRAMING PLAN FOR Fv = 75psi, Fb= 850 psi, E = 1300000 psi. UNLESS NOTED OTHERWISE.(UNO) �v��1 xe:fY:t DS LOCATIONS. 2. ALL SAWN BEAMS, HEADERS, POSTS, LINTELS, AND GIRDERS, 4" NOMINAL, SHALL 8. ALL FOOT'GS TO BE 18" MIN. BELOW FINISH GRADE &TO BEAR ON UNDISTURBED BE DOUGLAS FIR-LARCH #2 OR BETTER Fv = 95 psi, Fb = 875 psi,'e = 1600000 psi; 6" Rf- " Gd SOIL. NOM, SHALL BE DOUGLAS FIR-LARCH #1 OR BETTER Fv = 85 psi, Fb = 875 psi, E _ �� r Za2 A� s 9. ALL FRAMING HARDWARE TO BE SIMPSON. PROVIDE ALL MANUFACTURE 1300000psi. LINO ON PLAN. I RECOMMENDED FASTENERS. ALL CONNECTIONS TO PRESSURE TREATED 3. ALL GLUED-LAMINATED TIMBER SHALL BE KILN DRIED DOUGLAS FIR 24 F-V4 OR I MATERIALS SHALL BE HOT DIPPED GALVANIZED. BETTER, Fv= 175 psi, Fb = 2400 psi, E = 1500000 psi. Irim i I N Lo C ~ �41 Lu H ;':- w 12 I r ! x RESIDENCE ELEVATION NOTES _ N � 1. ALL EXTERIOR WALLS TO HAVE 1 x HORIZONTAL CEDAR SIDING, TO MATCH EXISITNG _ V4 I�✓l. � / � AND AS SHOWN ON ELEVATIONS. PROVIDE CEDAR TRIM AS SHOWN ON ELEVATIONS. 2. PROVIDE CONTINUOUS METAL GUTTERS ON 2 x CEDAR FASCIA. 3. ROOFING MATERIAL TO MATCH EXISTING RESIDENCE MATERIAL AND COLOR. PROVIDE 4i _ _ _ i ZINC STRIP &CONTINUOUS SCREENED RIDGE VENT. PATCH AND REPAIR EXISTING ROOF D AS NEEDED FOR ADDITION 4. TRIM ALL WINDOWS AND DOORS WITH 2 x CEDAR WITH PRE-FINISHED METAL DRIP- ' f FLASHING. CAULK ENTIRE PERIMETER, (UNO). x r 5. THE INTENT IS TO MATCH AND TIE INTO THE EXISTING RESIDENCE AND MATERIALS. - O ch N ` z W ONO tt`1" �-i'I� 11-�fi� �X Icl"1�1G� -� a CD a _— � J_5� UL Z 0 ,- ppp �7 z e _ . ... ...___. ...�..__...�_...r_. _ .�..__...;. __ C4, w (2) Y, 6"LAO 40 w '"t IL P05MU MAN V.051 MAM MCK -brTt y1i 5f ATHIN6 OV/ ROOF FMINCA, QN mz A5MiA,*r COW. 511IN6LE5 INA OV/ 30# MT - MP FLA5HIN6 Pf,P05T MP PLAN wl CEPM DUMP ON 2x FASCIA — V— 5EE ROOF fma TPIM wm @ MAN FOR FPAMN6 MOOF LOC. 12- RE T Pf,MAM PEP MAN CoNc, PLYNM. @ I P05f/KAM CAP-51ZE COLUM 5WPM Mk PLAN A5 REQUIPEP HN15H CMm OR 4 CONC.IV 0 Pf,P05-F PEP PLAN LL P05f ME - 51ZE Z A5 W02 L3Y P05T 4 CONC.SLABmi GoAD 0 > wl 6x6 W.W.M. T FEW- x Z LL z Nil 5M PLANPLAN0 my MA, 5AM 0 p 0 . Z z erep fo j5aAIW NOT:MWIM 4'-0"T 130r. fooflN(A MALL MR PLAN Of POO"Af POU> 6'-0" MEP, p05�" PFAM CApror\-r CONN�CTION I'�OLAtP F OOIN6 A3 5CV:1 1,-0" METHOD CS-PF-CONnNUOUSLY SHEATHED PORTAL FRAME PANEL CONSIIIURION at� rAst�CinD�io6NAt FK5(_PIPTIVE M51MIJML ENERGI COGS PLAN®rZPAI 10TE5 iaT FaraPFvaoFauaewEu.s.Ds'-(7iranl"iotisPiorr Naue:a ¢FMOFFDvrunNw EXTENT OF HEADER WITH Ca"tplilli 1RNAIS(IWONI6CrOM1311)AMLW RpDF PV ar arw,.rw rr.L.CHWSE Za SFNLL COPa1V1,N"IM1N 2GI511'Pu`H NGiN SfAfE ENEP.GY LGvz. Dlt[Rt of NFApER WrMSViOIt rOMM.FMAMryrr N 2.CLIMv SE ZOPI;DBL -`f�>f»dWJ0.YYA1r .¢rr meanT.s :.FPGVIGECEIVALIN'A.A110N PEP PPE5LTIWEMYCOGEQgFEMENf%PLfWA&IJVXLS. r�ppas�, vA�& T�Al'-� FASIENNINGSNPTD , amra.ra,w. `¢i!�go�T.K. o.",..•Ir � EXIE OPNALL5aLIAPJG:FAEAir,FLOOR/DA`CWf4f!EILM. HEADER WITH 6-LED r 9.PP909,-MV In5LATION AT FEPIAIMP5 OF PLL INTEPOP P00%. SINNEI6. -as.M'•ert.:=++:v-Li-x'.Irv+^^ �.y ^r a+°.� S,PPCMDE GUrSDE AP,AT GAi AYk'I.IAAL'x LOATla& TENSION STRAP PER �� ir.wN+'.n• � 6.MO/IRE INLIIf TAWLE55 WATEP If..AfEP(Pm crk.)OR TAX W'ATEP FE.AfER lVl715E5IAlC �_- TABLE 60230.6.F(ON _ I(J 7�.,.•",rr./,ul-a,',,im> ,,,.w.� •..:,d PMScW,,rrLIEF VALVE VAN RELEASE TO MPIOP,P 1,54LIT TAW AMG :: i. �Eo i 0M :r,F.rGw.wm.,r.avo1••s,l•�-r rr.�'wr¢. =r..rr:.rn. GVF-RFLON PAN!M'/t'7JUN fO EXTEkIO�'r.A11AYi ELEMENfS TO GLGLAIEIJ+IS InCN AFF,IIJ`ifPJ-LAN - '.oi•- ='ijiLTRitaflitTivilcEiE==^ 1 I ..'='i CONTINUOUSLY -�` a,,;,,,,,s )jJ INCO%APRE550MP-10IWUA110NPAVWVER WASP hMTEXVfLECf0CAJVLO;AfEDIIJAJ 33aLHIFADL POW11rtD F ;� sHEATHEDwIrxWOOD r..r.�w. `a"+�. IYJ'ONVIn'OhV SPPK''E.:WA''IVATER NEATER IV/INSU-ATION PAMIf:Ef. • IF3'a"SPACER IS VSEO.PUEEON OACK90(a 1{ SfAULTUMLPANEIS K , ! 1r Af1A1D.PAHLLSPLCE lDOEs ' W,rr x'•. ►J J ?.INSIATEIYifWAfEPLP•IESw/R-SEX(EPrIM1'FENPASSINGiW715nYJ5/.DISf%5ACfl 1. rnu GALVANIZED i!j vMuoccu.uNfnANDtF �,,,'•,;"'QP"-•` ~ ME%ADFRS. t �' WCOMMW/OIL WIVANKS SHOWN 1 'i NAL3EDfOCOAB 41 4-Of 0 1••, a.Mlr...ar.,q,Rr-s"�„e•.J:'r .r.a r+"r''• rSy G' NNLfi1N 3'GND MTT[AN AS SHOWN iNrrllM THE MIOWF74'DF \ a- C• S.VEIJfEXNANSrFAJS,WATER-EATER.DK'lERANVFH2IJ/v�rOEXTEpOR. `--'FEADER iTHTWro ^••LrLa. ar..w�i�n".`•, +P rN,, g - 3 � HCADERTO IAIY-STUDS7RAP PER- FpITN•LEG HENSM.ONEROW 9.PPOVIVE AKP INSTALL 4INLN 1W kF-INF17RtxV cl7n'LREfE 5LA8 OVER 6 MN-ELA'K'IPPGP EPRRIER [ READER WITHTWK TABLE R6@,10.6.40N BOTH SIDES OF /!E M3"DCNNLING IS REQUIRED pOW50F]6D SINKER ar•¢PrM ty I I L I D OPENING OPPOSITE SIDE OF '� 1� MFACH>Aittlim. 01, NARSAT3'O,C_TYP. wAla OO W, 1LMrH 12 N5tLATLA'Af5EAM5 OVERWk 21NL1ES SAS7 PJJD 91nCFE5C0AJ'PLTEV GRAVEL,PPOlIGE 21I,CI'ES c SHEATHING {[ 11 TMTAL CfION MMI yaswrP>•aavrf PUIOINsuAnNAflfhrED:PALE, D C AtNLDOUBLE 2=4 FRAMING rAVEREDVaRI ',�,1 WNSIAUCIION�� i � C ivl_nd:n::1•+-..andr, .•riisx*,�• w"'-ram°"J '>;Y'o-IQ V1 Mf5ONf56E DIALI AJG MI/?1 ENVCLOPE 514LL EE INSLLPfEV HYING P-6 In51,1.AfION a � - MIN_',r;TxN.WOOD STRUCTURAL PANEL MIN DOLE 2w POST DOUBLE SHEATHING WITH aO COMMON OR j j \ trMP."aDr1r R�n,I,.M R'IG FOP GiJLiSLGYAfEDIMiHPJLNCRETES-ATjSOP.GROLJAA7,ANv"E.44VYr fDI1CT554V.LDE C GALVANVE,BOX NAILSAT3'O.C.INALL 1� IIONGANDIACKSTUD). MIN.ris'YIC(JD ay.L.-r.L.J;.1,L4.,.i't"r-d"'•`. Y•t.irr INSH.hTEDTOP-9, FRAMING(STUDS,BLOCNNG AND SILLS)"P. i li NUMBEROFJAO(STUDS � STRUCTUMPANEL J1+•J'a"•B• Wr<.,tlY,.nt] Y•rM•1+ PERTAUBR602.7(1)& $HFAT1,1116 WyrpN,ty� Y•,•..a.�I.,•a �¢' W MIN.LENGTH OF PANEL PER TABLE A602,105 i� " u .Ly4.4r+I.i•'.�1-.�Y'r�-- yr,P'Cra.mT I'f'e,,.a.m:r mJ 4•i�II_EX1EP10R VGOPS 5+4ALL DE WEAIFER 5'ATPPED,ENnM FENMEfER. a �; Iz). 'C IZ.PROVIGfINN1iDPFFLE5hiR00F/LELINGINfW1;ECIIN,AVJNfP41,111NILNARSPACE. ANN.(2)'JDIA.ANCHOR BOLTS INSTALLEDPER " ¢rarP+r•P�m2w W3.1.6 WITH 2".2'.fjs PLATE WASHP aurp,P,wPY.a,s,l;v Tsui z�+ 15.IPISI.I-ATION 5;{4LL Ih IIJSrN.LEV DEHkJV I'AP-I11L'N5,INLCjiJJER5;U91 FIP�VARGIlJD IVh']NG AVD •i F ANCHOR BOLTS PER ' F ^'m•u'w' rr,rr.o.,=n A CI f PLI.W:%qG 4. CT(!= • 4�' SERIDN M03.16 6 {. L a,p,Pw•,A,m, k'v-4.M Z K�P 19.IIJ5LP.nNStAueflllsrN,LEDDEFIM7DArrITLGSPoWS'Y11vP5. > 15,SEAL PEPINE'ER OF OPENII,I65 A aNP 04TENGV PLLIMPIN;1 PIFE5IN EXTERIOR WkU 5. OVER CONCRETE OR MASONRY BLOCK FOUNDATION .+re+++rw+r•¢'Frr. e.�.,r,_.R:..a,•,m � P.I aRsa. I6.PJSfkLL9i7ulEP5AJ7LP.VA'GRIESlMiH3Gym FI.OvVLIA91iEP5. I• zu,l�.-}• '�'iMr`va�. -+n.„a..w::-.n.".�N.o � � 17.IN?EKIGRGOOP55HPLLEEUVGEPCuTO&LOWPMrO[AS PIP tj0vEMENr. - m,,.rpr<o.N:, Ir"•.rr.F � B.PPOVDEEKNhllSrFAJATLPJnI7R PNG'Ki,RAk7GN{S.VEN"OEXTELIGR. I2IFRAMINGANCHOASI,r_. ,i 1 APPUEDAOLOSS NAILWIEPIATETO ,I _ rmPli�,raSkm '•u fx•,I ,r� -WOOD STRUCTURAL NNLSOIEA�D"' �r SHEATHING IOINT WfI1, j� I �IOLST PFR TABLE ��r' PAPrGY 1` PANELSHEATHING IOISTPERit ACAPACnOF67DLBS 1 J R60i3(1) r rt.•L.-.wl:,.,w,t>Jaur(I.%r=;n+-- �:�°Pia1Lj. =ITOTOP OF BAND OR R6023(1) INTHEHORIZONTALANDR " ' rrV&W haa,VENTILATION: d alMJolsr �:- vERnrAL 1lactDNs ":yw k%eri:: Uy �I SL A J5E OPTION"A".FRESH AR 5JPLL PE CKULAIEV NnLIZING fE FGRal)PLR FLC'IJ/Y:c r.An",•r IkfON.➢JN,CnON VAfH A WEE vrU5�FAN.TFE FWJJACE 9r,,IM 5v/J.L INCILT AFT9i/JP IWAi;s v :"dr'"'"' P,r...=➢X. O GT,Cf ANVDLOAM.11E GLO/vtk 5NFU-DE ALTNAVV PYA IWX TO LIPLU,kl' AP FG2ArOfAL Of --..� NOIRS PEP 29 H1,X PERk`A7, `woW2s� 7RunuMt vnurls7aAnopr:ovFlL mil- A"XOVCD Dam OR KM 3S_ o. ArrR7ND W,0OR NMJOr1T - 'wr .4E"IWO'C-CU5E EX 1451'FNJ 5 -1,DE INSrkt-EV A•IC COWPOLW VAA UP 5�1`0OFTRAIE A MIN.OF 8 WA15IN A 29 Ii ,1 PEPOV.THE PAN SIZE SFW-L It PAT I?AT 100 CFM FOP A IWO OVER RAISED WOOD FLOOR-FRAMING ANOIDR OPTION pN a zP I 3EGROOMFKi:UIE. HNNENPORTALSNIAT Px1DWSNOTUpOVERGMDOANMIDIST) Id rr�=:.6Yr,.,m. r kr.alrTv G. KITCFENEYJ'lWfFAVDEIA4IYEVA5%,PaEHOLGE FAN.PROt9DEAN71Wf9I,12:JCOAFMFii 1EGT2ROOM UPnGIJA as.rwx='aRy�s.- •.:.w G.PPGVIGE AJD INSfALI•.A SING-E WWa.E FIO.,a FAJ THAT 15 LO'�YPGLLEV'vY h rIMER S:f fU r'FEPATE li rl ATTACH SHEATHINGTO �•, NAIL SOLE PLATE TO A fAI�N1MLLY.GP 8 HOI.IPS PER D.AY, /-' -1V000MRULIM NAILS PER PLATE TO ', BAND on Rp1/06T D JOGTPER TABLE E.F 51 AR`d'4LL DE 5LPPlfft?PYW/J,L OR WIJVaVViNf FOf5 IN U61GEDROOM.N'LHIN,LI`ANG Jli >AMn Lrr/In,rNG IOISTPERTABLE w"HADCOMNlON y R6023.(1) POG:SA PNV OfIfP,I{AiITADLE SPPCES. TO TOP OF SAND OK R602.313I� i, NNOAt re too, RIMJOI5T _� _ ANp KDF'fOM-.1 rgulRYr¢,gav _ uv anrT _ PAPf N/0: ��" / IWAI ATION A.V VJKVOlV, f C, _ ` / norw , I -15 01TION 2 PER lUc_fN'i.E 6-1 ( / i .rror.a,m+r r HA% {, wOODSTIKICENUl MMLSNFAr1{NODJrfl f AL5-2T6LOI'JSTRIr¶JIJ APPROVED BANDORINLI N6T - �APPAOVCD BAND DR RIM WWp•¢y. JOIST YynY,a,n'av r.and GLAZING- 25%FL•Of7RARE.A I � ar l,Iw.Nrn,M�wH,W/wr r,.wrtlr•at _______ - I1fALTl7R-H-.'A DOLL(E PhBE OVER RAISED WOOD FLOOR-OVERLAP OPTION � wAA J.: w..,P.a,Na. s•.�.. (wxlDu Poa7usxEATHn4GLAPs OVER eax0 oR RIM BOARD) r.enrr (FLINGS-R-49 EAT1 IN InSI�AnOIJ 12,LJ1'vE0 I:R P-:8 VENk'EAfr IVSU-.l'Ji>,V1',TiS:tG FPAMI.'vG arrp=•.¢,rT. _ WA.L5-P21 EAff 11,91.A194ALLOAM- (LSE P21 VEIJ EAif/R10¢Fleukrz) SECTION 23 Prv.N....•'•.-.• ad1 w_:nuns' FRONT ELEVATION FLOCKS-K-50 3A.fr PJSLJAnON PLLOrMEV e FRAA'LED FLOORS-PGI010-2'PEPINETU C 5L/JS ON z aw,.Pr.a,rTs rtd«r>_,.I WRSLIIrmJi=25.4-1f10 3D1&9mm ]4 Mr...,rgk-r5bT1 t�JJ7E , e 6bL.nF ya> pr.aa-Rv h:.dJ.raV W %! a^}r:.;:l,l ei:,--R..,.J: xarm•'Wa3-<a,arl 205 WA51N6f0N 5TA.fr EIZM CGVe IT-0-ITMEW5 Poh FRAM1% r o,-nwa�• ndrd `.EG,d013YDSf t G(a14q.LWGBGERIFIUI'El14iHlf•15cEEfC,ELECf(d:A-PANEL GR`.PPLE 57d'c:W\E T a^J•��"u� w",�,x-,,,,, V1J_Rc FLRIJALE 15 LG CATER. M..R,.•,rrse:r_"_.....- ®,Ir.n,sav .p:rJcS,vnL 5:L.902.9.2 P2GVIVEDOOPR-G!1ER1ESfAFRGAVIfDYFINALDLkLCI!.;IIFJr_-PEL'I,'�I. _ 1��s�� 5EC.905.I.1 PROVIVE(I'1FEPM05fP:f F01 EALH FEATING&COOLING 5Y5TEM 2 A.A'JIJ.If I IIAhmv fim.05%fMPMWLLINGWIf. BRAGNGMETHODS 5EC.905.:,5 PPN9Mc VLC'5EA.Mr,AFFIVAVIT D'f FINAL IIJS•'ECnON. °oi •^� d d A „1,n. O (� CONNECIN]N aN1HSW y�rPYaq,SRv A..EC.90q.1 A,WI.9h1Hh1(7F 9J%Or TFE INTEfBGR LNfInG 5rIALL LIE LY FiCH EFFILEI�", MErHODs,KtA]ERIAL MINIMUM sRGURE � TNIf]rN65 FASTENERS SPAONG PA•,aLe[av ,.�,p,l,.rti.L.=a ]B (dr.d.r.cun�l:.�<:..is-., yu.,n.P�v MtP VENT.'20181RC"AI502.9.hLEhLiNNaIJ-IFIC:ATION,1.14Pi'iEEkIJlJ5TG1E;115CONCFPLED 11,11, rscrews per Table R602.3(1) F¢r III 11edwanpa,1L ,;-M- 41MTHIN fFE Gllll[9Al%CON5TRIY_THJN,n 9 EOI.IVALENf 2N641 Of fNE VJM5f Vll f%R'L EE 11AWFE) a GB I/2" for eYberiorlo®lmnz IdcaBora:7•eager 's hWm,lhln,._i, '-'r:•ram:.aa,n.n,:+• - O •F•' 00 UnLAPEPAnENf LAIEL iAL.fIi;L:r3El-OR rAfi:WV-L DE LOCATEV'MMNEFi Gf I}E Ek71a15r D 5 GVPsum mam Nalkorscre i-Table R702.3.5 �1I�1"7',g,field and boHmn BPAL1N00F FASTFNEA6 lLf ��11 for lnterkr lBnOon P LLT mE ncmL - nEr DRC PI ONaFBU1LxG EID,EN S .-ERAM)TYPEOFFwsrE p,."3 a.v 1l err {r 0 . HIPS \ 0.092•dia,0 Zn',ra head naib n N N )/16 for matimum L� -�L('f with lmRlh In acum,noda[e1 4•edges a•neld _Q MULEH?JS FAN:2GI812Ch11517/.5.2LAEfLSHW-LEEAFFI:eEVf01FELONiPOsiF{4fkEP17> m Pa.�•.nl '6•'D'd'P""g -�i� p<rlelrazH.RHnl.swds wie°°'^'ri1 �w i. .,.afA�„'•'..P4,n,r...LP"�O.e+r,rwrwirr "~¢+nws"�"`a"""°P "l1'FGLE FOL%1'ENnLhnON(5EE OrERATING IN5TR 01N-i)" g `'• __ 1Prgp•rr1 pora,M ra . Nm Q Wear Paff f-AJ CAJ.L1LP,n0Al FC7.>,EEGPa70PA5: � /' ;:, c"..r7r �� P•r i I MWOOM 95 LFAACONnIJI1Gl15 OPEPhil01J OR 9G CPM.IZ PGI PER VAY OPERATION s LBW 3/Ir SwYYbnIlE07.18.{1 SeeSMian R602]0.6.1 a N;p_"r - �„ ,,, `,�" a U,1: 0 ' Nlema Braces w,ll 2-S,P'MOOM5 60 CFM 6OW1',1rAb GfEP.AT1ON 02120 CFM 12 wuP5 rfP r1AY GP.1kP,17J _ +1 4,•.r. v yPir¢�w"•% _ N -- Etlerlard alhingper 6'edges 12"field OT�11M119['AD� W L Z O 9-5DRG0M575 CFM CNnNH0H5 OPERATION OP 150 CFM 12 P'.JLRS f r.R DhY'0rR4TKTJ. CS_WSP Table R602,3f3) w'r'wnr•'Y•+t'•r , r Z H • .wKJF RhnFlllr 3/B' i, AIUJA¢wlyt.11.JtV arrrr,ywr•.Pm� ,:¢Rr rl :r✓N Interior sheaNllgper Varies by faskner R"�I V Tabk R6023(1j pr R6023(2) aL ,:••� ,.d.wr r✓,•.....kaw �'i..�.'"�'rro nr ie,�®.'p1� t � r^ 6.G(b,c) ,; r•.n.....!n:a• �.�r.:,s,.��.m.w s O O TABLE 02.3(3) 3/B' �";�� se¢n4e L1,¢d6-wsP SeeMetfwd6-WSP ' REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES(a,b,c) g -Na�Idr�ePprr.IP �..1.1J11L1 .n •r...+�••Tr rr•,,.,M•��wF /� 1-- h5t}UiJSUM iNi'iOL AFILSFnIFM MAXIMUMWINDSPEEDI _ - we�..a. ram. Li MIMMUM NAIL STRUL7URIIL NOMINAL MA%IMUM WALL PANEL INAILSPACNG ' --� m •/••.•,� O 57UD SPAONG 1,11)f!a CS-PF Il Size P/rI{aWtiOn PANELSPAPf PANELTHICIWFSS pnthes) EDGES FIELD �1finefaNY,xy TonGnir�elyshealhed 7/16" 01 I i I.-"JI I SceSection R602.10.6A See Senion R602.10.6.4 .,, nrr r Pg•.a PTVHr �1 1Pr &1nNG Irrd,e (Fndtn- B C 6 Ed rnmrmn .a u,:,sr.• rw r"u•'nr• s 'S (20'.0.313•) 1.5 24/0 3/8 16 6 12 140 115 130 - ,ay.aanlr J T as Cp m mH:ro�rtnealn� O JcnnG (zs"p0.13i•) 1.7s 24/16 7/16 u {: 1E L40 its 310 I rh• gl .rrr.,a..r e...,,Jr,.,.,r......a.-ar•Ww.wr.a..w+:+r•,u w:.'�•.l...w.r..ro.Fe,+..,:sl nw,.b,: Z• { 1 I{0 lif 11 CS-SFB(d) ;z DriYa"far 1%"IOIBRD.12'dla. yT.Yr4,.r.fJ.YI.:rJ•:O,..v1.Y,�'fWAI.Aws.4.rrJMa MhIa.1.-,5m fl"J«oMlamf.,:d..YMAI�..En uml6' /�^_If�`QI (f¢ra/p'Shickihealhing) Y,dges 6'Reld a /iFEETAU4'Z.Tt FOR 51:1 INCH=25,4 mM 1 MILE PER HOUR=0.447 m/s �E stud syarinB gaN.nUed rwRng nails or //w Wr'J•""^.•.a' -- -r' Ea- ..Ir M4 w.I.wrw w.t.JYrsllrw1Nr•J•r•n•ar Vwv..Mw a,Py d ctrzm4,acls padld or p„rp�dNJa to sqports.nree-Pt:I pII(xcod VIeaIYYq wltl,skids szar�d mue tAs^In nck,as cD cerlGa i' CO"'"14n It..L!ta.ew7.r wrh•Inw.-V.•a/. slt�fw.Y.yAicd'A'Itit T =44TvTtJI ads P-TPKT.A[rdr f,Appa#5. 12"long,0.131"di.) 6,'alde 156aredmwNd lM a'#hR trxa-d and aA•. f LudP p„• � � ,-n TOR 51:11NM=25.4mm,lfoo[=305mm,ldree=301]Snd,I pound P.s,^.uxrefpot=4/JI N/m',1MIIE PERNOUR=0,O.7m/s l,.•.Iw.Nltirrl A.{.wNJ.Ikall..Jdl+•IA.•WAM1M,••.L.�Iir«•�•�Iwf•N.�•+AI•,1•.J.1•M:s.. prt' xl hf:RJrF ces scctfal P;:GI.2,Ldkrac re e8 .A..Mw.,ww,wrw.r.s,�lkw,:O..-.J+.r.•r...ow.rw..,w•w.�.r.E.A.w...+.aevwy.L.e.-.»:.• n a.Pfs;s.V.e!Aad,>crtrwe7 zFcKFl:rq,n166,gN J.J Tt,shJl-ALc r-adn`xernX Ve ia'C-aLex.Icz G(C;.V(li a-d x,.,w..Ir-•.Hrr.Mw..wn...J.L....a...rA»Ivw+.`rw.w•F w �t be h a_:rrkTre x I?h Sectlm P.6(Y'.I.,, w .,••,•J'.•+,�I1a•awr..w.,.I.. •• A�A c.VI'cod s!rucLra riswifh an:aJ cfN/dl-I6 alM'dl29 sha'I6 i V<Z:. ._.._ _ �i.i.r.��.:�-�•�i✓,r,.........r..r.N',N..M1i.l•F�.R.+.a.�rw.�r�+,:i.w,l.�w.i..re..>.M..r:� _L"if Pa yr rqs a permit-rd as a,�Lcrte�la pack u•ilh a_9%iJ rpm rabmy 'lPpP/Nrrq sled lb du. A a'lq a..dlrJ past;edA.J¢L,A:rNP fo paLdswHUla24/Ib.psi ral.rq.Il%al-6 arc F)ywa,A,Idkq b•hppllez is^awls lritte gran:her vc-ugxPrn sfpLHrq c.::l,,:-dn;;�I;rr;,rl;ad alv.>.N af46e wdcr:.Ir.xdI LF Lh-uT.v=. "`j,•"hny,�...i�i,�,y�w•.�i.`•�F•.�`i1Nw,r�aseM.la....da+...w.M.•n,•wr....rNtolLnr I6 o4.tIVd Le IY,ed¢Y.F,hd:fF.tRlamaRhn.l OTib VCiaNP1:Cn. Cr,"Ic G.rs'S-ilc=>"e>I';0).V(I)adV(2;,rc,f caerrq ored'cad nail mt sr.ucd3gf.. A le •�.n�..wn»•I.w.r....1, ��.• ••w :q:cpmm{<:d}ep+,la a�iPcd;.S y lard shi Le a=Aid wiJ a,: r n accada-ce adh faV._K''02 r-i!i. Td 'IT,I. ,,H[StT..rA+n.N..•..L.r..,n., rr des c;cnbo,sF�'mE lx FemR.:d�d�w•rt to s AL•uwd r:5-G E.ny d.M:H,,d CS-5f:D dre,rt Mi,Ir.a'Ixk Pa,km ealeyzti::.V(Co,GC I)s a V(2). r:.!/clh;d rP;J;:;mrLlr,;F_:lac-,Jrl bd.-F.=.nl4 d,vdipr,�H:al�r Geis,.Gl,yxt•.Vi O)?.rcr¢iY�')uly G� L��'rt �t31rt1U cm �o Lo Lu Q T <� o t W a. r-1 -fil �I o f t I N GI ► _ IED s s tON CT V, c") LL Kit / uj cm Go ROOF FRAMING PLAN TRUSS NOTES Z 1. ALL BEAMS AND-HEADERS TO BE 4x10- (UNO). QlJL Z Q 2. SOLID BLOCK OVER SUPPORTS. 1. ALL TRUSSES TO BE DESIGNED BY A PROFESSIONAL ENGINEER AND FABRICATED, I-- � Z � � 3. PROVIDE PRE-MANUFACTURED COMMON OR ATTIC ENGINEERED TRUSSES @ 24" o.c. & PROVIDE' INSTALLED Q Q SIMPSON HARDWARE AS NEEDED FOR A COMPLETE INSTALLATION. SEE PLAN FOR LOCATION AND BRACED AS SPECIFIED BY ARCHITECT, ENGINEER AND TRUSS MANUFACTURE. (L Z Z 4. OVER FRAMING AREAS SHALL UTILIZE AN OVERBUILD TRUSS PACKAGE OR 2 x 8 RAFTERS @ 24" 2. ALL ROOF TRUSSES SHALL CARRY A MANUFACTURER'S STAMP. W U) J o.c., SEE PLAN FOR LOCATION 3. ROOF TRUSSES SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING Q Q ch 5. PROVIDE LADDER FRAMING AT GABLE ENDS @ 24"o.c., MATCH EXISTING. SEE PLAN FOR DEPARTMENT APPROVAL OF THE ENGINEER'S CALCULATIONS & MODIFICATIONS. V J Q LOCATION 4. PROVIDE TRUSS DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION. 6. PROVIDE CONTINUOUS METAL GUTTER ON 2 x CEDAR FASCIA. 5. TRUSS MANUFACTURER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED 7. ROOF FRAMING SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT SETBACKS. APPROVAL OF THE ENGINEER'S CALCULATIONS & MODIFICATIONS. 6. TRUSS MANUFATURER TO PROVIDE ALL METAL HANGERS FOR ALL TRUSS S-2 8. ROOF FRAMER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. CONNECTIONS. 9. ROOF FRAMER TO PROVIDE ALL METAL HANGERS FOR ALL ROOF FRAMING CONNECTIONS. 7. ALTERATIONS OF TRUSS LAYOUT SHALL BE COORDINATED WITH THE ARCHITECT AND 10. ALTERATIONS OF FRAMING LAYOUT SHALL BE COORDINATED WITH THE ENGINEER. BUILDING DEPARTMENT. -_ CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 135 N DUNHAM AVE Permit#: 5411 PERMIT EXPIRES 180 DAYS AFTER Parcel#:00378800401800 DATE OF ISSUANCE. Scope of Work: 14'x 22'carport addition to existing garage Valuation: 8000.00 OWNER APPLICANT CONTRACTOR LARSON JEFFREY ROY/SHELLY Jeff Larson 135 N DUNHAM AVENUE 135 N Dunham ARLINGTON,WA 98223 Arlington,WA 98223 225-772-6789 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: RESIDENTIAL ADDITION CODE YEAR: 2018 STORIES: 1 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: U BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC IO/IRCI10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales ax return form and coded City of Arlington#3101. 07/28/2023 Applicant Signature Date Building Official Date CONDITIONS Adhere to approved plans.Approved plans and permit shall be onsite during construction. Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 07/28/2023 Building Plan Review $148.67 07/28/2023 Credit Card Service $4.46 07/28/2023 Processing/Technology $25.00 07/28/2023 Building Permit $228 73 07/28/2023 State Surcharge-1st DU $6.50 Total Due: $413.36 Total Payment: $153.13 Balance Due: $260.23 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail Date: 06/08/2026 Permit#: 5411 Permit Date: 06/16/2023 Review Date: 06/20/2023 Permit Type: RESIDENTIAL ADDITION Review Type: RESIDENTIAL ADDITION Target Date: 07/18/2023 Scheduled Time: 00:00 Completed Date: 06/27/2023 Description: Meets Zoning Verification Approval Review Status: Approved Assigned To: PLANNING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 00378800401800 LARSON JEFFREY ROY/SHELLY LARSON JEFFREY ROY/SHELLY 135 N DUNHAM AVENUE 135 N DUNHAM AVE ARLINGTON, WA 98223 Zoning: 110 DUPLEXLot: Block: Permit#: 5411 Permit Date: 06/16/23 Permit Type: RESIDENTIAL ADDITION Project Name: Larson Applicant Name: Jeff Larson Applicant Address: 135 N Dunham Applicant, City, State, Zip: Arlington,WA 98223 Contact: Jeff Larson Phone: 225-772-6789 Email:jrlarson1010@gmail.com Scope of Work: 14' x 22' carport addition to existing garage Valuation: 8000.00 Square Feet: 0 Number of Stories: 1 Construction Type: VB Occupancy Group: ID Code: Permit Issued: 08/02/2023 Permit Expires: 05/15/2024 Form Permit Type: RESIDENTIAL ADDITION Status: COMPLETE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00378800401800 135 N DUNHAM AVE LARSON JEFFREY 110 DUPLEX ROY/SHELLY Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/15/2023 R10.FRAMING 11/14/2023 BUILDING Approved Plan Reviews Date Review Type Description Assigned To Review Status 06/20/2023 RESIDENTIAL ADDITION BUILDING Approved 06/20/2023 RESIDENTIAL ADDITION Meets Zoning Verification Approval PLANNING Approved Fees Fee Description Notes Amount Building Plan Review Table 4-2 $148.67 Credit Card Service $4.46 Processing/Technology $25.00 Building Permit Table 4-1 $228.73 State Surcharge- 1st DU Residential- 1st Unit $6.50 Total $413.36 Attached Letters Date Letter Description 07/28/2023 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 06/20/2023 XBP Conf: $148.67 147349244 06/20/2023 Jeffrey Roy 147349244 Kristin Foster $4.46 08/01/2023 Shelly Larson Raelynn Jones $260.23 Outstanding Balance $0.00 Notes Date Note Created By: 03/26/2024 Per Kevin, Hannah Hardwick This permit was finalized.Closing out the permit. 03/25/2024 sent expiration notice Hannah Hardwick 06/16/2023 Approved ZVR BLD-5367 Raelynn Jones 06/16/2023 The owner will be the contractor Raelynn Jones 06/16/2023 Emailed applicant for hard copies Raelynn Jones 06/16/2023 Received hard copies Raelynn Jones Uploaded Files Date File Name 08/03/2023 16391969-20230727 BLD5411 ApprovedPlans.pdf 08/03/2023 16391968-20230802 BLD5411 IssuedPermit.pdf 06/20/2023 15815117-20230616 BLD5411 StructuralCalcs.pdf 06/16/2023 15784228-20230519 BLD5411 ConstructionPlans.pdf 06/16/2023 15784229-20230519 BLD5411 SitePlan.pdf 06/16/2023 15784090-20230615 BLD5411 ResidentialApp.pdf