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HomeMy WebLinkAbout17421 38th Dr Ne_BLD1582_2026 RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: 17421 38TH DR NE Plat: Inverness 8 _ ❑ Single-family ❑ Duplex ❑ Townhouse Q Addition [A Accessory structure Proposed Area: 1" Floor: 2nd Floor: Garage: 1000 Total SF: 1000 Describe Proposal (include cross street): Rebuild garage that was destroyed by fire on 38th DR NE, nearest cross street 174th. Valuation: 40,500.00 Owner: Pamela Lundstrom Address: 17421 38TH DR NE City: Arlington State:WA Zip Code:98223 _ Phone: 360-202-9573 Email: PAMELA,LUNDSTROM@YAHOO.COM Applicant: Same as Owner _Address: — 17421 38TH DR NE City:Arlington State: WA Zip Code:98223 _ Phone: 360-202-9573 Email:pamela.lundstrom@yahoo.com Contractor: Ron Dau Contact cam`; 1 F� P SW+#_ Lynnwood WA 9803$ Address: City: State: Zip Code: 425-345-3419 Contact ronrd'sCclau q'W� rntt i I . 6DW1 Phone: Email: � Contact Person: Ron Dau License Number:Contact Expiration: Received AUG 04 2017 6/16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION • Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 l R ' Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) ❑ Bath/Shower Combo (4.0) x ❑ Sink (1.5) x ❑ Shower (2.0) x ❑ Lavatory (1,O1 x ❑ Clothes Washer (4.0) x ❑ Water Closet(2.5) x ❑ Dishwasher (1.5) x UC Water Heater x ❑ Hose Bibb (2.5) x Water Heater Model # i ❑ Other (list) x / Plumbing Section Continued /f Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: i • 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) 6/16LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION w Department of Community & Economic Development °t �8s� City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model# AFUE ❑ Heat Pump Model# SEER HSPE ❑ AC Unit Model# SEER Type II Hood U Commercial Cooking Appliance ❑ dronic Piping L Boiler U Solid-Fuel Appliance PV System ❑ Fireplace Insert L) Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove Gas Piping j" ❑ Other Gas Piping Information Not Applicable: Pipe Material: Pipe Size: Total BTU's of all Appliances. Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are regUired to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances A shut-off .g required within 6 feet of all appliances Applicant SignatureZ'----' Date: Print Applicants Name: 6/16LP Page 3 of 3 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 _ BUILDING PERMIT Address:1742138th Drive NE Permit#:1582 Parcel#:00481000000800 Valuation:40500.00 OWNER APPLICANT CONTRACTOR Name:LUNDSTROM PAMELA Name:Thomas and Pamela Lundstrom Name:Lundstrom Address: 17421 38TH DR NE Address:1742138th Drive NE Address: 17421 38th Drive NE City,State Zip:ARLINGTON,WA 98223-7729 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:360-202-9573 Phone:360-202-9573 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Residential Accessory Structure CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL 1 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 110/IRC 110. TAX N 'FI E:Sales tax relating to construction and construction materials in the City of Arlington ust is ed on our sales tax return form /fin,d oded f mgto #3101. Signature Print Name Date Released By Date CONDITIONS See red lined drawings. Adhere to approved plans. THIS PERMIT AUTHORIZS 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 8/11/2017 Building Permit Fee $782.54 8/11/2017 Building Plan Review Fee $508.65 8/11/2017 Processing/Technology Fee $25.00 8/11/2017 State Building Code Surcharge Fee $4.50 Total Due: $1,320.69 Total Payment: $1,320.69 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: t T a 5 MAS Design SERVICES DETA,,�T, CHiED .]1]E.a1 •I I , 1 - Arlington , Washington GENERAL PLAN NOTES - WHERE DISCREPANCIES EXIST BETWEEN THE 9. INTERIOR BEARING WALLS AND COLUMNS SHALL BE ISOLATED STANDARD COMMENTS, NOTES FROM THE DESIGN PROFESSIONAL OR FROM THE BASEMENT FLOOR SLAB. THE CODE, THE MOST RESTRICTIVE SHALL APPLY. ALL CONSTRUCTION 10. INTERIOR NON-BEARING WALLS, OTHER THAN THOSE RESTING SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). DIRECTLY ON THE FOOTING, SHALL BE ISOLATED FROM THE FLOOR FRAMING ABOVE. _ AREA SUMMARY (When the structure is a multi-family housing unit, 11. AT WALKOUT FOUNDATION AREAS, REINFORCE THE SLAB all references are to a single family dwelling unit) FROM THE FOUNDATION WALL TO 2 FEET BEYOND THE OVERDIG GARAGE SF 1,000 SgFt AREA WITH #4 BARS AT 24 INCHES O.C. PERPENDICULAR AND FOUNDATIONS/FOOTINGS/SLABS HORIZONTAL TO THE WALL; MAXIMUM 4-FOOT OVERDIG. 1. CONCRETE SHALL BE AIR ENTRAINED WITH A MINIMUM COMPRESSIVE 12. AT WALKOUTS THE FOUNDATION WALL SHALL BE INSULATED ic STRENGTH AT 28 DAYS OF: WITH A MINIMUM R-6 INSULATION FOR A MINIMUM OF 3 FEET BASEMENT AND INTERIOR FLOOR SLABS - 2,500 PSI BELOW THE BOTTOM OF THE SLAB. BASEMENT AND FOUNDATION WALLS - 3,000 PSI 13. CONCRETE FLOOR SLABS SHALL BE A MINIMUM 4 INCHES ARLINGTON PORCHES, CARPORT AND GARAGE FLOOR SLABS - 3,000 PSI THICK OVER A MINIMUM 4-INCH BASE OF SAND, GRAVEL OR DETATCHED SHOP 2. MINIMUM ASSUMED SOIL BEARING CAPACITY IS 2,000 PSF CRUSHED STONE. 3. FOUNDATION WALLS ENCLOSING BASEMENTS OR OTHER HABITABLE SPACE SHALL BE DAMPPROOFED PER IRC SECTION R406 - WHERE A HIGH 14. FLOOR SLABS SUPPORTED BY FILL CONSISTING OF MORE WATER TABLE OR OTHER SEVERE WATER CONDITION EXISTS, THE THAN 24 INCHES OF GRANULAR FILL OR 8 INCHES OF EARTH. WALLS SHALL BE WATERPROOFED. 15. ANCHOR BOLTS - MINIMUM 1/2-INCH ANCHOR BOLTS WITH 7" 4. PROVIDE A MINIMUM 4-INCH PERFORATED DRAIN AROUND USABLE EMBEDMENT AT MAXIMUM 6 FEET O.C. AND WITHIN 6 INCHES OFs nenn4w.lnwn,lanr,...asm� SPACE BELOW GRADE OR OTHER EQUIVALENT MATERIALS PER IRC THE END OF EACH SILL PLATE. "- Z1 ow �`�'puaa.ts Li fu,x>l tY,ir�a © SECTION 405.1. THE PIPE SHALL BE COVERED WITH NOT LESS THAN 6 16. WHERE FLOOR JOISTS ARE PARALLEL TO THE FOUNDATION A INCHES OF WASHED GRAVEL OR CRUSHED ROCK. THE DRAIN SHALL WALL, THE WALL SHALL BE SUPPORTED LATERALLY AT THE TOP MAM D"'T 'DESOU""' • I OWNER APPROVAL DAYLIGHT TO THE EXTERIOR BELOW THE FLOOR LEVEL OR TERMINATE IN BY SOLID BLOCKING FOR A MINIMUM OF TWO JOIST SPACES, PERMIT APPLICATION A MINIMUM 20-GALLON SUMP PIT. SPACED NOT MORE THAN 4 FEET O.C. 6ONM -I CON3TRUCTION 5. FOOTINGS SHALL EXTEND BELOW THE FROST LINE; MINIMUM DEPTH 36 17. PROVIDE A SECONDARY MEANS OF EGRESS TO THE INCHES BELOW GRADE. EXTERIOR FROM BASEMENTS (EGRESS WINDOW OR DOOR) 6. FOOTINGS SHALL BE A,MI,NIMUM OF 16 INCHES WIDE AND 8 INCHES FOUNDATION WINDOW WELLS FOR SECONDARY MEANS OF Received DEEP. EGRESS SHALL PROVIDE A MINIMUM 3' X T HORIZONTAL AREA. AUG 0 4 2017 1 7. FOUNDATION WALLS SHALL BE A MINIMUM 8 INCHES THICK- MAXIMUM (SEE EGRESS WINDOWS) °APPROWDIr: WALL HEIGHT 9 FEET. °"'°V T°'""" Iop,I:CT IXNI:rn'v , 8. REINFORCEMENT, IF SPECIFIED, SHALL LAP A MINIMUM OF 18 INCHES �B'•, ' AT ENDS AND AROUND CORNERS. CODE REFERENCES Hap °. Y INTERNATIONAL RESIDENTIAL CODE: 2015 A A GENERAL NOTES WASHINGTON STATE ENERGY CODE OTHER ORDINANCES AND POLICIES ADOPTED BY THE CITY OF AiZW,�t+rM4 WASHINGTON STATE , r- 2 3 MAS Design SERVICES 0 25YR ARCH. COMP ROOFING INSTALL PER MANUFACTURE _ - SPEC.S TOP PLATE _ -- 0p - " - - HARDI LAP SIDING - — - DOOR M - -- wl6" REVEAL(typ) '-0'_ -_ � tYp = 4 5/4 x 4 TRIM (typ) ti ARLINGTON DETATCHED SHOP 1 FRONT ELEVATION 25YR ARCH. COMP 3.ThcOcipxf,fmlrumrncrAN�'mul S:ria 1.Fn'ur nn"i,pmj-m*.oh.;D ivda cn.. ROOFING INSTALL pmmumm firmly Mhp ucm ryml 6nn a B — PER MANUFACTURE MARK NIT ,nESCRIMON; SPECS PERMIT APPROVAL .,PERMIT APPLICATION BIDDING - CONSTRUCTION TQP PLATE _ TOP OF 00 DOOR HARDI LAP SIDING 0, wl6" REVEAL (typ) a, 5l4 x 4 TRIM t oinconn , OR�NT,tlY. , I'D�T FRONT& REAR 1 REAR ELEVATION t 1 2 3 a 3 4 5 MAS Design SERVICES I 1 I I • 1 . . 5� ° ° 12 a5 5/x 8 FACIA BOARD (typ) ------------------------------t------------------------------ - T P PL zt V n typ. 5/4x4 TRIM (t ) - q zo `o ' HARDI AP SIDING wl6" Pak/ EAL (typ) c c ARLINGTON DETATCHED SHOP LEFT ELEVATIO� 1 114" lr—O„ I[5�'rigM1121117 MAS Dni�Sludin 2 lYn:UnigmfslWrumen[rd Rnf ircul g:n'icc 1.For uarxithiv pmjca only(Mein❑aigiWf.q'nr2n pwminsiw fivrory'MAn um v rgvr�c4nu e 12 12 a 5 5 p 11/+ MARK 11ATR ,7F$(l"*\ 4 x p FACIA l�lA - OWNER APPROVAL PERMIT APPLICATION BOARD (typ) -I BIDDING I CONSTRUCTION TOP PLAT _--__ I ------------------------- ------------------------------ — 1 M 1 1 611 \ I 1'RfllU4 Nl:vtltlA , vm typ.,- yp. " (typ) Wmanwac 5 x 4 TRIM t R R� cirPaFMI,w , URAMA tlY: , 0'A HA DI LAP IDING , A W/ REVE kL (typ) 0 LEFT& RIGHT A ELEVATIONS 20 RIGHT ELEVATION 11/4"=V-0" t s � S 1 3 4 5 MAS Design SERVICES 40'-0" 12'-B 112" 15-7112° M ' P6 4 N3069 3069 STEEL ENTRY STEEL ENTRY N C ARLINGTON 4069 I DETATCHED SHOP _DETATCHED SHOP _ _ _ _ _ STEEL ENTRY 4 1,000 SgFt - UNHEATED — N N 1 Zga[9117 BIAS D.wiµn Cmdio. 211re Omigme,Imlmmrnl d Vmfanuwl F.ni 1 Fm'mc unmi,,*.."y.Ohminik ipe-a — pGmiriOo fw mj MmmCor pu�cuon B -I OMER AmPROVAl -I PERN.II APPLICATION BIDEING •I CONSTRUCTION 'I- 3069 16080 STEELENTRY o 0 OVR HD DOOR PC 4 - L 1 ru(utcmivaea f 1 ,�PP%OYi7,gl' f 77 ramrC.rmxcclo. , Jf0.(UfLf DFV(IVfX f w"cArr.un, f T-0" 16'-0" 4'-2" 8'-11 114" T-10 314" 40'-0" SHOP A -- FLO=AN 1 SHOP FLOOR PLAN l t 2 3 4 5 ' 3 4 5 40'-0" - . MAS Design SERVICES aze.nza,ssv,I I I I p,n.. 1 M.L I .eVUMa — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o -------- 1 I — — — — — — — ci Cie --� I ,EXISTING BUCK-OUT FND i I I I WALL FOR DOOR R.O. EXISTING BUCK-OUT FND I I 0 1 WALL FOR DOOR R.O. I I I I I 16"FND WALL(TYP) I I I I I I 12"FOOTING(TYP) I I I o I I 4 rim ARLINGTON ' I EXISTING CONC. GARAGE SLAB I DETATCHED SHOP 4 I I VERIFY EXISTING SLAB PRIOR TO CONSTRUCTION EXISTING BUCK-OUT FND I WALL FOR DOOR R.O. i I I I I I I I I I I $ EXISTING BUCK-OUT FND 2 I I `.r1� 1'u��.g� TxTIm2wsiml—rt af►.o7aWiel crttia WALL FOR DOOR R.O. EXISTING BUCK-OUT FND I I m `��° a I WALL FOR DOOR R.O. VAR% DATE DESf.R7MN t OWNER APPROVAL PERMtr APPLICATION 1 I I I MWING I CONS7RUMN -I- L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MefUf[T hLV%7 a 17Jll A14ROVW RV: KOif[ifIfFIG"fA:. T-0 314" 15-11"R.O. 7-6 314" 3'-3"R.O. 15-2112" (uC[mDY: ' NIRCeR1UN A NOTES FOUNDATION A • NEW MUD-SILL PT. 2X6 w/5/"Oxl O" EXISTING FOUNDATION TO BE PLAN ANCHOR BOLTS. RETROFIT CONDITIONS EXISTING INSPECTED AND RETROFITTED TO DRILL AND EPDXY ANCHOR BOLTS @ 24" FOUNDATION PLAN CURRENT BUILDING CODE PRIOR TO o.c. w/GALV. WxWx%4" PLATE WASHER 1 114"= r-o" CONSTRUCTION 2 3 I R 7 2 J 4 s MAS Design ROOF CONSTRUCTION: SERVICES • ARCHITECTURAL COMP. ROOFING. INSTALL PER MANUFACTURE R'S • SPECIFICATIONS. VERIFY STYLE,COLOR -- I p ROOF FRAMING/OVER FRAMING : • w/2x4 HF#2 @ 24" O.C. (SPANS < 8') • w/2x8 HF #2 @ 24" O.C. (SPANS 8' < 12' ) 3O48 HF#2 O3 48 HF#2 • w/2x10 HF#2 @ 24" O.C. (SPANS > 12' ) TRUSS NOTES: ,� I SHALL CARRY MANUF. OR ENGINEERS STAMP • SHALL BE INSTALLED AND BRACED TO MANUFACTURER SPECIFICATIONS. • SHALL NOT BE FIELD ALTERED WITHOUT PRIOR I O BUILDING DEPARTMENT AND ENGINEER'S I I I I I I I I I I I I I I I I I I I APPROVAL I a • SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION • ARCHITECTURAL COMP. ROOFING,INSTALL PER I I MANUFACTURER SPECIFICATIONS,VERIFY STYLE W/OWNER I I c ROOF VENTILATION • PROVIDED EAVE OR CORNICE I I I U I I I @ I I I I I I • PROVIDE VENT OPNG'S w/CORROSION- I I I I I I I I I I ¢ �; I I I I I I I ' NI ARLINGTON RESISTANT WIRE MESH, MIN 1/8"TO 3J4" MAX Lu Lu DETATCHED SHOP OPNG. T I I zCIJ IT • PROTECT ENTRANCE OF RAIN &SNOW I— I I I I I I I I I = cn • AREA/300 PER 80% REQUIRED VENTING @ UPPER z cwLy i� PORTION OF SPACE TO I Lu • BE VENTED(MIN 3 FT ABV EAVE I I ( I I I I I a F— • OR CORNICE BALANCE PROVIDED @ EAVE OR CORNICEMIN 1"CLEAR @ I • NSULATION &ROOF SHEATHING. I I I I I I I l I I I 1, -7 pv- � pnSa'_0l 7 BIAS Dc4n Salvo 1 Trc Tl vds lalan"t OfP,rm;nal 8—;m I I I I I I I I I I I I I I I I I I 3 Fo ux oo wv vm*x *-.O�mn Up�ts.uo-a I / I lomrkl Coraky ateQus.x7pn�.tian B I I I I I I I I I I I 9 I I ( I I NAIL" UA'lY � U}SCItLL�I'10\ OWNER APPROVAL -I PERMIT APPLICATION -CCONNS RUCTION 3 �F#2 4Z8 3 HF#2 5.11$ 12 4x8 GLBM _ _ _ O I A I RNrCi 411 t 1 17M J RIUCIT pttClfpl. 7 _ RMIT OrbiGNfA� 1 GARAGE DOOR PORTAL FRAME ® ROOF PLAN 1 ROOF PLAN � 2 4 5 2 3 4 5 1 PANEL LENGTH PER TYPICAL ROOF TABLE 1160210.5 ARCHITECTURAL COMPOSITION ROOFING, MAS Design INSTALL PER.MFR.SPEC. SERVICES 15#FELT 1/2"APA RATED SHEATHING(24/16)(1/2"CCX @ EAVE)w/ Bd @ 6"ox.EDGE&12"ox.FILED OR PER STRUCTURAL 2x4 TRUSS-DESIGN BY WASHINGTON STATE LIC.ENGINEER 1 SIMPSON Hi CLIP TRUSS TO PLATE I � awNwra R-49 INSULATION-MAINTAIN 1"AIRSPACE EXTEND WIND D BAFFLE 12"VERTICALLY ABOVE INSULATION MIN3B WOOD FOR PANEL SPLICE(IF NEEDED) D 5/8"GWB EAVE W/2x4 VENT BLOCK = STRUCTURAL PANEL ADJOINING PANEL EDGES SHALL MEET 26 GA.MTL GUTTER SHEATHING ON ONE FACE OVVEERAND BE FASTENED TO COMMON FMING -�-� NOTE:NO VENTS ALLOWED IN EAVES THAT PROJECT INTO THE BUILDING SETBACK '+ MN X4 FRAMING N i DOUBLE STUDS REQUIRED ` BOCOMMON OR GALV.BOX NAILS 1@ 6' O C-AT PANEL EDGES FOR SINGLE STORY AND®4'0 C.PANEL EDGES 3 FOR THE FIRST OF 2 STORIES 14 u (2)HOLD-DOWN OR(2)STRAP-TYPE aw ANCHORS PER TABLE R60210.5 1(Oil STUDS UNDER HEADER AS REQUIRED TYPICAL WALL ffi 0 F EACH SHOW N F 0 R CLARITY) SIDING PER ELEVATIONS STRAP-TYPE ANCHORS SHALL BE MOISTURE BARRIER-TYVEK OR EQ PERMITTED TO BE ATTACHED OVER (2)LAYERS 1/2-WPE"X— 7/16"APA RATED SHEATHING(24/0)NAIL THE WOOD STRUCTURAL PANEL BD COMMON OR GALV BOX NAILS®17 GWB@ GARAGE CEILING CO SUIT SHEAR WALL SCHE60LEELD PANEL MUST BE ATTACHED 0 C AT INTERIOR SUPPORTS (1)1/2"TYPE"x"GWB (2)2x6 PLATES-LAP SPLICES 4811 MIN. TO CONCRETE FOOTING OR \ 4x8 HF#2 HEADER(UNO)W/2"RIGID INSUL.@ INT. CONCRETE FOUNDATION —` *GARAGE WALL WINDOWS PER ZOOS IRC-SEAL&INSULATE WALL CONTINUOUS OVER MIN REINFORCING OF FOUNDATION, 2x6 STUDS @ 16 O.C.-FIREBLOCK IF >10'-0" 1 BRACED WALL LINE ONE BAR TOP AND BOTTOM LAP 2x6 SILL W/CONT.CAULK — n BARS 6'MINIMUM. R-21 INSULATION-VAPOR RETARDER 1/2"GWB. • ' -� TYPICAL FOUNDATION =- — C P.T.2x6 SILL PLATE E C 4"CONC.SLAB W/ ANCHOR BOLTS: MINIMUM FOOTING SIZE UNDER COMP.BASE& 6" PER STRUCTURAL ENGINEER SCHEDULE (2)112'DIAMETER A14CHOR 6 MIL.POLY I/^ MIN. MIN.1/2"dla.w/ 3"x3"x1/4"PLATE WASHER BOLTS LOCATED BETWEEN OPENING E P 12'A TERMITTED0 4EDAT DOOR @ 48"ox.MIN.NOT LESS THAN 4 1/2" 6'.AND 12'OF EACH END OF SLAB SHALL B BE P OPENINGS ARLINGTON BUT w/IN 12"OF SILL END-EMBED 7" THE SEGMENT z' WALL REBAR: (1)#4 @ TOP OF WALL-CONT. 7 F (2)#4 @ FTG-CONT. ALTERNATE BRACED WALL DETATCHED SHOP I 6- o o #4 @ 18"O.C.VERT.&HORZ. 1 ( FOOTINGS ON UNDISTURBED 1500 PSF SOIL N.T.S. 3" 3 4"dla.PERF DRAIN IN PEA GRAVEL - - EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS)— ► IT i EXTENT OF HEADER WITH SINGLE PORTAL FRAME �- — (ONE BRACED WALL PANEL) ` FASTEN KING STUD TO HEADER WITH 0 REFER TO SHEETS S-1.0,1.Oa 2'•18 FINISHED WIDTH OF OPENING 10D$INKFRS FOR FOUN ATION DETAILS I�"--TOR SINGLE OR DOUBLE PORTALS -"--' [ 1 ENSION STRAP PER d TABLE 602.10.6.4 ON ONY WALL OF SIMATTISIINGI_TF 7hi d..1eiL TYPICAL WALL SECTION @ 1 STORY GARAGE HEIGHT+- -- z 7Lc Doiyrfe lr,arurt:m"i vrnfari;mal 3rnice MIN.3'x IIIW NET IIEADER STEEL HEADER PROHIBITED ami onurmo nu""NrRr m v.N 1/4"=1'-0" IF W SPACER IS USED,PLACE ON BACK-SIOF.OF HEADER B � IF NEEDED,PANEL B FASTEN SHEATHING TO HEADER WITH 8D SPLICE EDGES SIIALL COMMON OR GALVANIZED BOX NAILS IN T GRID OCCUR OVER AND RF FASTEN TOP nnK n.�n I nrccu rnox MATE 70 PATTERN AS SHOWN NAILED TO COMMON c HEADER WITH 1 OWNER APPROVAL BLOCKING WITHIN TH., WALL PANELS PER 2015 I.R.C. = MlDDLE24'UF IRE TWO I PERMITAPPLICAT1pN a HEADER TO JACK-STUD STRAP PER TARL E PORTAL.LEG HEIGHT. ROWS OF 180 3 R802.10.6.4 ON BOTH SIDES OF OPENING ONE ROW OF 3.O.C. 91NKER NAILS AT I BIDDING AND ALTERNATE BRACED WALL PANELS PER 2015 I.R.C. OPPOSITE SIDE OF SHEATHING NAILING IS REQUIRED 3.0 C TYP I CONSTRUCTION O = IN EACH PANEL EDGE. I WALL BRACING SCHEDULE MIN DOUBLE ODST STRUCTURAL ALPANEEDWITHMIN. - STRUCTURAL WOOD '!•�THICK WOOD STRUCTURAL PANEL SHEATHING TYPICAL PORTAL S7RUCTURA,L b WITH 8D COMMON OR GALVANIZED BOX NAILS AT FRAME CONSTRUCTION PANFI I' 3.O.C.IN ALL F NAMING(STUDS AND SILLS)AS SHEATHING 1. SHOWN TYP MIN.DOUBLE 2 x 4 POST 1 Plywood 3/8"x WOOD STRUCT. PANELS 8d common nails @ 6" - MIN.LENGTH OF PANEL PER TABLE R602.10.5 KING AND JACK STUD) 1_ 4' x 8'(10') 2X6 @16"O.C. o.c. edge 12" o.c. field NSTIU DSPE FRTABLES . MIN. 2)h'DIAMETER ANCI IOR BOLTS R802.1(1)&(2) rnalrr KIAMLA I vm INULLEn PER SECTION R403.1.0 WITH " .evurvcnnr 2'x 2-x'hi PLATE WASHER PORTAL FRAME w/ HOLD-DOWNS RE: 3 J A4.1 x�fUM9 a� I INTERMITTENT � pAlurcrotitl"rx I WALL PANEL REQUIRED clrrtlnnv: , b ' ADJNCENTOPENING ;•' o xwCAr11UN: I FOR SINGLE PORTAL Igo o �,a• r, n c. .n p. C1 q., FRAME j.1,.' artlwvnti I - ONE STORY ALTERNATE BRACED WALL PANEL RE: 2/A4.1 -- --� ` 6 OR BOLT A —SECTIONR 03.618ER WALL SECTION A NOTES: PORTAL F BRACED WALL PANEL SOLE PLATE NAILED TO FLOOR AND TOP PLATES SHALL SECTION BE ANCHORED TO FRAMING ABOVE. WHERE JOISTS ARE PERPENDICULAR TO FRONT ELEVATION BRACED WALL LINES, PROVIDE UNDER AND IN-LINE WITH BRACED "USE RETROFIT STYLE HOLD-DOWNS ON INSPECTED &APPROVED EXISTING FOUNDATION WALL PANELS. MINIMUM LENGTH OF BRACED WALL PANELS PER 2015 IRC TABLE R602.10.5=24"w/8'-0"WALL HEIGHT HEADER TO JACK-STUD STRAP PER 2015 IRC TABLE R602.10.6.4= 1,825#FOR MAX. 16'OPENING 3PORTAL FRAME @ GARAGE DOOR N.T.S. � i 5 I 7 3 4 5 MAS Design SERVICES ROOF MATERIAL PER ELEVATIONS ROOF PER I ...�k, •...... & SECTIONS 1x4 PLATE �,�----i ELEV. & / , ° GALV. FLASHING 1-1/4x10 BARGE SECTIONS __ ---------- PL HT 5/4x4 - ALUM - 1x4 GUTTER 5/4x4 - I V 5/4x8 FASCIA ALUM. GUTTER 5/4x10 S/4x4 I BARGE 5/4x8 FASCIA �-6x 1'-6° CORNER TRIM � 5/4x4 @BOTTOM DOWN SPOUT - CORNER TRIM --DOWN SPOUT ARLINGTON DETATCHED SHOP WINDOW TRIM DETAIL 2 TYP. ROOF TRIM ROOF ELEV. 03 -1/2"TYPo ROOF TRIM SIDE ELEV. 1 1/2" - 1, 0„ DBL. TOP PLATE lie - 1-0 DBL. TOP PLATE BEAM 2x4 WALL 2x6 WALL BEAM PER HEADER 4x (SAWN) (2) 2x4 (2) 2x6 PLAN ��� � 1 CoppiR117A173dA5 DcsiRo 5utlio PER PLAN o 2.TID De ,,�.�.« ,&a F.3.T&,DW d,L.ec L DbnuaD k5-idrtm 6x (SAWN) (3) 2x4 (3) 2x6 N 3 1/8 (GLB) (2) 2x4 (2) 2x6 g Q HARk DATN U}SCR11770N Lu 5 1/8 (GLB) (3) 2x4 (3) 2x6 OWNERAPPROVAL I PERMIT APPLICATION 3 1/2 (MANE) (2) 2x4 (2) 2x6 ,BIOaNG CONSTRUCTION Lu 15 1/2 (MANF) (3) 2x4 (3) 2x6 GIRDER TRUSS (3) 2x4 (3) 2x6 -I- CS16 w/ KING STUD DBL T T(20) 16d if 10' or greater - HEADER 2x4 WALL 2x6 WALL I I RE D IRRDfLTORF.TDR. TRI MERS w 4x (SAWN) 2x4 2x6 .Rp7jT 1YSiP TA: , DLB. IF 10' OR GREATER 6x (SAWN) ---- 2x6 ,'mAWN Y„ I7kN 3 1/8 (GLB) (2) 2x4 2x6 A ucil 5 1/8 (GLB) ---- (2) 2x6 CONSTRUCTION A REQ'D STUDS 3 1/2 (MANF) (2) 2x4 2x6 DETAILS w- 5 1/2 (MANF) ---- (2) 2x6 POINT LOAD DETAIL 5 WINDOW HEADER DETAIL 6 FRAMING NOTES 4 1 1/2"=17-011 -1 0 2 4 5 MAS Design SERVICES \\ \ ROOFING NAILS UNDERLAYMENT FASTENED AT 8" ' ROOFING NAILS TO 10" FABRICATED GUTTER D FASTENED AT 8"TO 10" SPACER,OR FERRULE PERIMETER EDGE METAL AT RAKE UNDERLAYMENT D /`INSTALLED ABOVE UNDERLAYMENT 0 \ f 1/2"TO 1"LAP . EIGHTH COURSE ALIGNS ® PAST METAL AT WfiH FIRST COURSE \ BOTH RAKE UNDERLAYMENT PERIMETER FLASHING $EAVE PERIMETER FLASHING METALINSTALLED METAL INSTALLED OVER / OVER UNDERLAYMENT UNDERLAYMENT ALONG FORMED DRIP EUGE ALONG RAKE EDGE GUTTER RAKE EDGE \ PERIMETER FLASHING METAL PERIMETER FLASHING METAL INSTALLED BELOW UNDERLAYMENT INSTALLED BELOW UNDERLAYMENT AT EAVE EDGE(Trim and bend AT EAVE EDGE(Tdm and bend In end In end at comer to form closed at comer to form dosed and.If flashing Q THIRD COURS A metal Is Installed pdor to gutter,provide FULL-WIDTH SHINGLE adequate space for back flange of gutter.) MINUS APPROXIMATELY FASCIA BOARD 11-1/4"FOR METRIC — gg NNGGLL��Il STARTER COURSE(See Note 5.Cut Off OPTIONAL GUTTER BRACKET Q SECONDH�OURSE IS A Tabs&Install So Self-Sealing Adhesive FASCIA BOARD (Recommended For Cold-weather FULL-WIDTH SHINGLE MINUS Strip Is Along Lower Edge.Nag 2 112"to Regions Where Snow And Ice Are APPROXIMATELY 5-5W 4"From Edge At 6"To 9"Spacing) Common b f:urances FOR METRIC SHINGLE PERIMETER EDGE METAL AT EAVE FIRST COURSE IS A INSTALLED UNDERNEATH UNDERLAYMENT FULL-WIDTH SHINGLE C C ARLINGTON DETATCHED SHOP 1 METAL DRIP EDGE @RAKE&DOWN SLOPE EAVE EDGE 2 DRIP EDGE METAL w/GUTTER 3 STAGGERED BOND �— �— INSTALL UNDERLAYMENT SHINESTO SHINGLES TO PERIMETER EDGE RIDGE SHINGLES CUT SELF-SEACONTINUOUS SHEET METAL FROM 3-TAB SHINGLES UND RLLY N WITH METAL AT RAKE G INSTALLED ABOVE RIDGE VENT OR USE RIDGE SHINGLES RIDGE SHINGLE UNDERLAYMENT ' FROM MANUFACTURER 112"TO 1"LAP INSECT SCREEN AND AIR / PAST METAL AT �..;. DRAFT FILTER MEDIA c�yn�(n xr uASrkup Smfo BOTH RAKE&EAV WIND BAFFLES ,,: WITH WEEP HOLES GASKETED FASTENERS (Suggested For . Secure Weathertlght O B Attachment) 9 SEISMIC TIES AT RAFTERS O NARK DATE t DLKRMV" THIRD COURSE IS A PER LOCAL BUILDING CODES I OWNER APPROVAL FULL-WIDTH SHINGLE 7 p�' MINUS ONE TAB SHINGLES O t PERMIT APPl1CATI0N STARTER COURSE -L BIDDING SECOND COURSE IS A (See Note 5.Cut Off Tabs&Install I CONSTRUCTION FULL-WIDTH SHINGLE MINUS So Self-Seagng Adhesive Strip Is 1/2 TAB(APPROXIMATELY Along Lower Edge.Nall 2-112"To -I- 61/Y FOR METRIC PERIMETER EDGE METAL 4"From Edge,At 6"To 9"Spacing) SHINGLE) AT EAVE INSTALLED PLYWOOD OR FIRST COURSE IS A UNDERNEATH STRUCTURAL I FULL-WIDTH SHINGLE UNDERLAYMENT SHEATHING -I- . t OPTIONAL BLEEDER STRIP (Cut Off Tabs&Install So UNDERLAYMENT A (11U au ' "'' MtU�TD OY- 1 Self-Sealing Adhesive Strip rx,trc 011MMA Is Along Rako Edge.Nail PLYWOOD OR 9i rso¢ctorswnix 2-112"to 4"From Edge, STRUCTURAL.SHEATHING !O n e xtnur. At6"To 9"Spacing) V TILATED RIDGE CUT OFF SHINGLES AT AN xmeAr �e OPTIONAL BLEEDER STRIP INSULATION ' ANGLE FROM AT EACH TAB ux�nxnY � V1® OPTIONAL:CUTTING RIDGE UNDERLAYMENT SHINGLES FROM 3-TAB SHINGLE A ROOFING A DETAILS 4 HALF-BOND METHOD 5 VENTILATED RIDGE 6 RIDGE NON-VENTED Scale: N.T.S. Scale: N.T.S. Scale: N.T.S. 1 l 2 3 4 5 ' CITY OF ARLINGTON / 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 * PHONE; (360)403-3551 BUILDING PERMIT Address:1742138th Drive NE Permit#•1582 Parcel#:00481000000800 Valuation:40500.00 OWNER APPLICANT CONTRACTOR Name:LUNDSTROM PAMELA Name:Thomas and Pamela Lundstrom Name:Lundstrom Address: 17421 38TH DR NE Address:17421 38th Drive NE Address: 17421 38th Drive NE City,State Zip:ARLINGTON,WA 98223-7729 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:360-202-9573 Phone:360-202-9573 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Residential Accessory Structure CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL 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 14AS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI10/IRCI10. ' L 'STAX N TI E:Sales tax relating to construction and construction materials in the City of Arlington ed on our sales tax return form nd oded mgto # 101. Signature Print Name Date lkeleaskd By Date CONDITIONS See red lined drawings. Adhere to approved plans. THIS PERMIT AUTHORIZS 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 8/11/2017 Building Permit Fee $782.54 8/11/2017 Building Plan Review Fee $508.65 8/11/2017 Processing/rechnology Fee $25.00 8/11/2017 State Building Code Surcharge Fee $4.50 Total Due: $1,320.69 Total Payment: $1,320.69 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon ON- • Permit Information Date 8/7/2017 Permit Number 1582 Project Name Lundstrom Applicant Name Thomas and Pamela Lundstrom Applicant Address 17421 38th Drive NE City,State,Zip Arlington,WA 98223 Contact Thomas Lundstrom Phone 360-202-95731 Email pamela.lundstrom@yahoo.com;lundstrom.tom@gmail.com Permit Type Residential Accessory Structure Site Address 17421 38th Drive NE Valuation 40500.00 Status Applied Permit Issued Permit Expires Square Feet 1000 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use Rebuild fire damaged garage on existing footprint Assigned To Kristin Foster Property Information Owner Information Parcel#:00481000000800 LUNDSTROM PAMELA LUNDSTROM PAMELA 17421 38TH DR NE 17421 38TH DR NE ARLINGTON,WA 98223-7729 Review Date Type I Descriptionl Target Date I Completed Date I Assigned To Status 8/7/2017 lResidential Accessory Structure 13/14/2017 1 114ova Heaton lin Review W12017 lResidential Accessory Structure 3/14/2017 1 JRick Karns Iln Review Fees Fee Description Notes Amount Building Plan Review Feel 345.83.00.00 $508.65 Total $508.6 Payments Date Paid By Amount Description Payment Type Accepted B 8/7/2017 Thomas Lundstrom $508.65 heck#1528 JKristin Foster Total $508.65 Amount Outstanding:$0� Notes Date Note 8/7/2017 Icontractor named on the application has an expired L&I account. KF Uploaded Files Upload File Date File Uploaded B 8/7/2017 10:44:30 AM 1582 Plans.odf Foster, Kristin x 8/7/2017 10:44:30 AM 1582 Application.pdf Foster,Kristin x RESIDENTIAL ZONING VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223•Phone(360)403-3551 (Please allow 72 hours for review) Project Address: Plat: ice.kkX*XoJ:, f\ Owner/Applicant: �—V Address: I I'Ag O Q \J City:_Rr_t b 1-0 t�State:VQ-N Zip Code: MOA Phone: C) - C�:3 Email: U o a w�v� 'To 0W Describe Proposal (include cross street): os V"e'A - Please check one: Single-family dwelling ❑ Duplex ❑ Addition ❑ Accessory structure 1. Proposed Dimensions: W) L) H) Total SF) 2. Allowed Lot Coverage: Total Lot Size SF x 35% SF 3. Actual Lot Coverage: (SF of all structures') _ (lot size) = 1'� % 4. Septic Tank? 1;Yes ❑No Private Well on Site? ❑Yes ;! No If so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12" diameter will be removed? _if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that apply) Fire Sprinkler System (Lj Medical Equipment 0� Lawn Sprinkler System 0 Livestock Drinking Tanks Decorative Pond/Fountain 0; Hot Tub al Re-circulating Heating System !Jj Swimming Pool Q� Other Applicant Signature: - vLt _ _ Date: This square footage should include the footprint area of all structures on the property including:house, garages, sheds, covered patios, and decks permitted by the building code. Rev 04/2013 � �, ., . . . • { Y � (010 a. 1 a J 1 I ' -JV � r Q O + I O ,7if '` d ,r r, q r, r �'� � `�';� o .r: :� ��_ � • �� �h � ''. ��j_ 7 ` RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 se THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: 17421 38TH DR NE Plat: Inverness 8 _ ❑ Single-family ❑ Duplex ❑ Townhouse J Addition W Accessory structure Proposed Area: 1 s' Floor: 2"d Floor: Garage: 1000 Total SF: 1000 Describe Proposal (include cross street): Rebuild garage that was destroyed by fire on 38th DR NE, nearest cross street 174th. Valuation: 40,500.00 Owner: Pamela Lundstrom Address: 17421 38TH DR NE City: Arlington State:WA Zip Code:98223 _ Phone: 360-202-9573 Email: PAMELA.LUNDSTROM@YAHOO.COM Applicant: Same as Owner Address: 17421 38TH DR NE City:Arlington State: WA Zip Code:98223 Phone: 360-202-9573 Email:pamela.lundstrom@yahoo.com r vv- Contractor: DTvr t/14r Contact �; I 1 Lynnwood WA - 98050 Address: State: _-Zip ode: 425-345-3419 r+C,l!l�cz.u�t�r(�� m�1.il . Phone: Email: Contact Person: Ron Dau License Number:Contact Expiration: Received AUG 04 2017 v1p IS�?0Z 6/16LP Page 1 of 3 u ti I K I RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development �+ ® City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out K plumbing is:iny�olved) (Check all that apply and indicate the number of fixtures proposed) ❑ Bath/Shower Combo (4.0) x ❑ Sink (1.5) x ❑ Shower (2.0) x ❑ Lavatory (1 x ❑ Clothes Washer (4.0) x ❑ Watef Closet(2.5) x Dishwasher (1.5) x Water Heater x Ck Hose Bibb (2.5) x % Water Heater Model # ❑ Other (list) x Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: • 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) 6/16LP Page 2 of 3 it y ° RESIDENTIAL PERMIT APPLICATION ��. � • Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: ❑ Furnace (80+) Model # AFUE ❑ Heat Pump Model # SEER HSPE ❑ AC Unit Model # SEER ❑ Type II Hood U Commercial Cooking Appliance UNdronic Piping ❑ Boiler Solid-Fuel Appliance PV System ❑ Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove ❑ Gas Piping ❑ Other Gas Piping Information l Not Applicable: [� Pipe Material: Pipe We: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to 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 shut-off 's`required within 6 feet of all appliances Applicant Signatur Date: —1 Print Applicants Name vt . , � 6/16LP Page 3 of 3 r. 02 I I 2 3 4 5 MAS Design DETA- T C--' .,, HED SHO)P SERVICES .-TFICE COPY - Arlington , Washington GENERAL PLAN NOTES - WHERE DISCREPANCIES EXIST BETWEEN THE 9. INTERIOR BEARING WALLS AND COLUMNS SHALL BE ISOLATED STANDARD COMMENTS, NOTES FROM THE DESIGN PROFESSIONAL OR FROM THE BASEMENT FLOOR SLAB. THE CODE, THE MOST RESTRICTIVE SHALL APPLY. ALL CONSTRUCTION 10. INTERIOR NON-BEARING WALLS, OTHER THAN THOSE RESTING CITY OF A ILINGTON SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). DIRECTLY ON THE FOOTING, SHALL BE ISOLATED FROM THE BUILDING UEPARTMENT FLOOR FRAMING ABOVE. I APPROVED oc%y, _ AREA SUMMARY (When the structure is a multi-family housing unit, 11. AT WALKOUT FOUNDATION AREAS, REINFORCE THE SLAB all references are to a single family dwelling unit) FROM THE FOUNDATION WALL TO 2 FEET BEYOND THE OVERDIG DATE_ 1 BY GARAGE SF 1,000 SgFt AREA WITH #4 BARS AT 24 INCHES O.C. PERPENDICULAR AND NO CHANGEt AUTHORIZED FOUNDATIONS/FOOTINGS/SLABS HORIZONTAL TO THE WALL; MAXIMUM 4-FOOT OVERDIG. UNLESS APP LOVED BY THE ti 1. CONCRETE SHALL BE AIR ENTRAINED WITH A MINIMUM COMPRESSIVE 12. AT WALKOUTS THE FOUNDATION WALL SHALL BE INSULATED BUILDING NSPECTOR STRENGTH AT 28 DAYS OF: WITH A MINIMUM R-6 INSULATION FOR A MINIMUM OF 3 FEET BASEMENT AND INTERIOR FLOOR SLABS - 2,500 PSI BELOW THE BOTTOM OF THE SLAB. ,s BASEMENT AND FOUNDATION WALLS - 3,000 PSI 13. CONCRETE FLOOR SLABS SHALL BE A MINIMUM 4 INCHES ARLINGTON PORCHES, CARPORT AND GARAGE FLOOR SLABS - 3,000 PSI THICK OVER A MINIMUM 4-INCH BASE OF SAND, GRAVEL OR DETATCHEDSHOP 2. MINIMUM ASSUMED SOIL BEARING CAPACITY IS 2,000 PSF CRUSHED STONE. 3. FOUNDATION WALLS ENCLOSING BASEMENTS OR OTHER HABITABLE SPACE SHALL BE DAMPPROOFED PER IRC SECTION R406 - WHERE A HIGH 14. FLOOR SLABS SUPPORTED BY FILL CONSISTING OF MORE - WATER TABLE OR OTHER SEVERE WATER CONDITION EXISTS, THE THAN 24 INCHES OF GRANULAR FILL OR 8 INCHES OF EARTH. WALLS SHALL BE WATERPROOFED. 15. ANCHOR BOLTS - MINIMUM 1/2-INCH ANCHOR BOLTS WITH 7" 4. PROVIDE A MINIMUM 4-INCH PERFORATED DRAIN AROUND USABLE EMBEDMENT AT MAXIMUM 6 FEET O.C. AND WITHIN 6 INCHES OF i.r,,y,m,1 a+n nor 5aoa 2.ttDn.,YcfntN•K.i cl M4vbI F'.tt SPACE BELOW GRADE OR OTHER EQUIVALENT MATERIALS PER IRC THE END OF EACH SILL PLATE. e SECTION 405.1. THE PIPE SHALL BE COVERED WITH NOT LESS THAN 6 16. WHERE FLOOR JOISTS ARE PARALLEL TO THE FOUNDATION ° INCHES OF WASHED GRAVEL OR CRUSHED ROCK. THE DRAIN SHALL WALL, THE WALL SHALL BE SUPPORTED LATERALLY AT THE TOP MAR% DATE , DFSCRMIN ONMERAPPRO'VAL DAYLIGHT TO THE EXTERIOR BELOW THE FLOOR LEVEL OR TERMINATE IN BY SOLID BLOCKING FOR A MINIMUM OF TWO JOIST SPACES, ,PERMIT APPLICATION BIDDING A MINIMUM 20-GALLON SUMP PIT. SPACED NOT MORE THAN 4 FEET O.C. I CONSTRUCTION 5. FOOTINGS SHALL EXTEND BELOW THE FROST LINE; MINIMUM DEPTH 36 17. PROVIDE A SECONDARY MEANS OF EGRESS TO THE ' -I- INCHES BELOW GRADE. EXTERIOR FROM BASEMENTS (EGRESS WINDOW OR DOOR) 6. FOOTINGS SHALL BE A,MI:NIMUM OF 16 INCHES WIDE AND 8 INCHES FOUNDATION WINDOW WELLS FOR SECONDARY MEANS OF Received DEEP. EGRESS SHALL PROVIDE A MINIMUM TX T HORIZONTAL AREA. AUG 0 4 2017 7. FOUNDATION WALLS SHALL BE A MINIMUM 8 INCHES THICK- MAXIMUM (SEE EGRESS WINDOWS) AP'ROVED 3T--: , WALL HEIGHT 9 FEET. ��` � 1�1m1nrmo. iM,IfCP(IFFIGM,1- , 8. REINFORCEMENT, IF SPECIFIED, SHALL LAP A MINIMUM OF 18 INCHES I&7CED"" ' AT ENDS AND AROUND CORNERS. CODE REFERENCES INTERNATIONAL RESIDENTIAL CODE: 2015 A A GENERAL NOTES WASHINGTON STATE ENERGY CODE OTHER ORDINANCES AND POLICIES ADOPTED BY THE CITY OF A9L,6✓rMiv& WASHINGTON STATE 1 4 1 g MAS Design SERVICES 25YR ARCH. COMP - ROOFING INSTALL - - - - PER MANUFACTURE - SPEC.S - - - - - TOP PLATE HARDI LAP SIDING - - l w/6" REVEAL(typ) C= _ l � - DOOR '-0' -- -- typ. - Sl 514 x 4 TRIM (typ) - _ ti ARLINGTON \;I DETATCHED SHOP 1 FRONT ELEVATION _ - 25YR ARCH. COMP 3.Thc0esipahLNia ,J Mrdcanml S:n'i¢ ].Fnr nn Ri.xnjcc[nMy Mmin"aignais n'rir¢n -- - ROOFING INSTALL , ng.a"Mnmgn. 13 s? _ PER MANUFACTURE MARK nATl , nrs( imox SPECS PERMIT APPROVAL -I PERMIT APPLICATION •I BIDDING -I CONSTRUCTION TOP PLATE I M TOP OF I HARDI LAP SIDING -I- DOOR w/6" REVEAL (typ) typ.; yp ,. ,,bAnLvnu , , ,; _ / A PRWronr , vAn;Fatgxtox , �, 5/4 x 4 TRIM (typ) ovcxmm': , OJH CAMA27: , CO J uRARNgv , oc n - - FRONT& REAR ELEVA-75PT REAR ELEVATION 20 I g 5 1 3 4 MAS Design SERVICES I 1 etlalr 1 M.mM 1 .o.awnw 5� a5 12 ° 5/x 8 FACIA BOARD (typ) - ------------------------------ ------------------------------ - T P PLATE 11-6" r- 5/4 x 4 TRIM (t } typ 4 CD ° I HARDI AP SIDING wl6" R VEAL ( ) ARLINGTON DETATCHE SHOP 1 LEFT EL I.amriSn mn v as oa.�r umi�. z nR o�,ow.u.ov�,r��r+rmr=i„vi s.hi«. 7 F—m di.P.j-only.OMein fkh!XWo VK- Pp ieaxwfimany riMa um nr m�rnducEnu a 12 e 5� a 5 /� MARK DAM , f1F.4CRIP170, X 8 FACIA 1 OWNER APPROVAL ,PERNITAPPLICAnON BOARD (typ) I BIDDING CONSTRUCTION -1• TOP PLAT -__ ----------------------- ------------------------------ - MI 11-611 , nunlcr euuurx- typa 5 x 4 TRIM (typ) "7kmcrB�TC& = I \ MIIILL1 ppUl fM \ 1 � e cnrccromt 7 bo Q) IOBfAM.UM 7 �� ° W klAw By: 7 I77m HAF DI LAP SIDING I , n wl "REVE kL (typ) LEFT& RIGHT I ELEVATIONS ' ,A RIGHT ELEVATION 2 IK'=1'-0" I 2 4 t i 2 3 4 5 MAS Design SERVICES 40'-0" 12'-81/2" 16-7112" 1 0 FPIC Ll io 3069 3069 I N STEEL ENTRY' STEEL ENTRY I I I I CV ,• I C C I ARLINGTON 4069 ( DETATCHED SHOP _DETATCHED SHOP STEEL ENTRY N I 1,000 SgFt — UNHEATED N I I I I I I I I Wk I f.�yd i'M 1117 MMLdmmrntdPmR Dt ip%uffi. 211re 17aigide .wnW Frcicc, .Ni,p j.rally.Ob illlk&gMIs P'n"PI pCmiLTO"rW mydho M d W,vWpn I I I I 8 N M.,"[ Mir �tJTy[YRf10� I -(OWWR APPROVAL PERMIT APPLICATION BIDDING - CONSTRUCTION I I I I I- I 3069 II 16181 I STEEL ENTRY I I OVR HD DOOR I 6040 a4 I PIC I rnauTMvarx � nm AA"LM71"Y' " PIUJlxC,l""kCJOA pl"ulcJ DFxl(wfk cRrcxrnnY, L Ju"cxrcuti � 4'-2" 8'-11114" 7'-10 314" ao'-0" T SHOP FLO M ' AN 1 SHOP FLOOR PLAN 1/4"®1'-0" ' 1 2 3I 4 5 1 I 3 4 5 40'-0" - - MAS Design SERVICES 1 � o[.cx 1 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, I I I C I EXISTING BUCK-OUT FND I I WALL FOR DOOR R.O. EXISTING BUCK-OUT FND I I 1 WALL FOR DOOR R.O. I o I I I I I 16"FND WALL(TYP) I I I 112"FOOTING(TYP) I I c I I I c I ci ARLINGTON N I I I v `�" DETATCHED SHOP I I EXISTING CONC. GARAGE SLAB I 4 I I VERIFY EXISTING SLAB PRIOR TO CONSTRUCTION EXISTING BUCK•OUT FN j I WALL FOR DOOR R.O. 2 EXISTING BUCK-OUT FND I I ,NASD gn Amdo Dellc.AslnflmimrtolPwkscp�el$.+vicc. EXISTING BUCK-OUT FND I WALL FOR DOOR R.O. c I WALL FOR DOOR R.O. I I lax DATP I I)MCRWM\ OV.NER APPROVAL - PERMIT APPLICATION I -I RIDDING CONSTRUCTION - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I •I- q _ - - - - - - - - - - - - - - - - - - - - yiW ri:M.uaft a IIA3 A"ROV®RY. PRIY!(TDIRYCtD0.: 1 RpNI(DFXIC�t1L T-0 3/4" 15'-11"R.O. 2'-6 314" T-3"R.O. 15'-21IT Me IIR.1Rt:RV: 1 40'-0" A NOTES /�lq_ FOUNDATION A • NEW MUD-SILL PT. 2X6 w/5/8"fdx10" EXISTING FOUNDATION TO BE PLAN � INSPECTED AND RETROFITTED TO ANCHOR BOLTS. RETROFIT CONDITIONS �� �s �� EXISTING DRILL AND EPDXY ANCHOR BOLTS @ 24" I 1 FOUNDATION PLAN CURRENT BUILDING CODE PRIOR TO l'-O" CONSTRUCTION o.c. w/GALV. T'x3"x%4" PLATE WASHER i ? 3 1 4 5 ROOF CONSTRUCTION: MAS Design • ARCHITECTURAL COMP. ROOFING. INSTALL PER SERVICES MANUFACTURE R'S • SPECIFICATIONS. VERIFY STYLE,COLOR ° ROOF FRAMING/OVER FRAMING : • w/2x4 HF#2 @ 24"O.C. (SPANS < 8') • w/2x8 HF#2 @ 24"O.C. (SPANS 8' < 12' ) O3 48 HF#2 3 48 HF#2 • w/2x10HF#2@24" O.C. (SPANS> 12') TRUSS NOTES: ,y SHALL CARRY MANUF. OR ENGINEERS STAMP I I Icio • SHALL BE INSTALLED AND BRACED TO I I I I MANUFACTURER SPECIFICATIONS. • SHALL NOT BE FIELD ALTERED WITHOUT PRIOR I I 1 ( I I I I I I I I I I I I I 1 I I BUILDING DEPARTMENT AND ENGINEER'S APPROVAL ( I I I I I I I I a • SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION • ARCHITECTURAL COMP. ROOFING, INSTALL PER \�/� 7 �� I MANUFACTURER SPECIFICATIONS,VERIFY STYLE I I I I I I I I I �/�,Y 'I I W/OWNER `WL ROOF VENTILATION • PROVIDED @ EAVE OR CORNICE I c2 • PROVIDE VENT OPNG'S w/CORROSION- I I t 1 I I t I ¢ I 1 I 1., ,`7 I ` 1 I 1 NI ARLINGTON RESISTANT WIRE MESH, MIN 1/8"TO 3/4" MAX Lu N DETATCHED SHOP OPNG. I I Lu U PROTECT ENTRANCE O RAIN I I I �I • N E F &SNOW z \N 1 I 1 I I I I I I c/3 • AREA/300 PER 80% REQUIRED VENTING @ UPPER z Lu ` • BE NTED(MIN 3 FT ABV EAVELu PORTION OF SPACE TO Ly IIIII • OR CORNICE BALANCE PROVIDED @ EAVE OR CORNICEMIN 1"CLEAR @ I { 5 • NSULATION &ROOF SHEATHING. I I i fro1*t+S17 YES IkgnSo.Le I 7 TS�1'y��ww..aMAorairW Sw:r 1 ( I I 1 � I I I I I I 1 I I I 1 1 1 tfo�«wenvmjoreooM.oeuuucre:+a�¢a / I pRI0a111�P.)tY>.If Y0ta 0t.Y1¢4sY1�1 IIIII I I I I MARK "A[l' "rsCenvoN R APPROVAL PE -I PERMITMIT APPLICATION BIDDING CONSTRUCTION I, III I I I 3 4x1F#2 I I 1 3 8 HF#2 I A I rRcvrc�nLvnra nm umaovr�ev: nmlrrra�ax — cbecxeunr: � GARAGE DOOR PORTAL FRAME r°ar fly � ROOF A 1 ROOF PLAN � — 2 3 4 5 1 2 I ? 4 5 TYPICAL ROOF PANEL LENGTH PER TABLE R60210 S ARCHITECTURAL COMPOSITION ROOFING, MAS Design INSTALL PER,MFR.SPEC. { - SERVICES 15#FELT 1/2"APA RATED SHEATHING(24/16)(1/2"CCX @ EAVE)w/ 8d @ 6"ox.EDGE&12"ox.FILED OR PER STRUCTURAL 2x4 TRUSS-DESIGN BY WASHINGTON STATE LIC.ENGINEER I• I SIMPSON H1 CLIP TRUSS TO PLATE , R-49 INSULATION-MAINTAIN 1"AIR SPACE EXTEND WIND D BAFFLE 12"VERTICALLY ABOVE INSULATION MIN 318'WOOD FOR PANEL SPLICE(IF NEEDED) D 5/B"GWB EAVE W/2x4 VENT BLOCK = STRUCTURAL PANEL ADJOINING PANEL EDGES SHALL MEET 26"G B EGUTTER v SHEATHING ON ONE FACE OVERAND BEFASTENEDTO COMMON GA. FRAMING FJ NOTE:NO VENTS ALLOWED IN EAVES 14 THAT PROJECT INTO THE BUILDING SETBACK W MIN 2X4 FRAMING MN i DOUBLE STUDS REQUIRED 80 COMMON ORGALV.BOX NAILS @ 6" OC AT PANEL EDGES FOR SINGLE STORY AND 0 C 0 C PANEL EDGES FOR THE FIRST OF 2 STORIES w (2)HOLD-DOWN ORt2)STRAP-TYPE TYPICAL WALL u ANCHORS PER TABLE W0210.6 1(ON STUDS UNDER HEADER AS REQUIRED OF EACH SHOWN FOR CLARITY) SIDING PER ELEVATIONS STRAP-TYPE ANCHORS SHALL BE MOISTURE BARRIER-TYVEK OR EQ PERMITTED TO BE ATTACHED OVER (2)LAYERS 1/2-TYPE"X' 7/16"APA RATED SHEATHING(24/0)NAIL THE WOOD STRUCTURAL PANEL BD COMMON OR GALV BOX NAILS @ 12" GWB@ GARAGE CEILING 8d g 6"ox.@ EDGE 10"ox.@ FIELD � 0 C AT INTERIOR SUPPORTS CO SULT SHEAR WALL SCHEDULE PANEL MUST BE ATTACHED 1 1/2"TYPE"x"GWB (2)2x6 PLATES-LAP SPLICES 48"MIN. TO CONCRETE FOOTING OR O 4x6 HE#2 HEADER(UNO)W/2"RIGID INSUL.@ INT. CONCRETE FOUNDATION \ @GARAGE WALL WINDOWS PER 2009 IRC-SEAL&INSULATE WALL CONTINUOUS OVER MIN REINFORCING OF FOUNDATION, 2x6 STUDS @ 16 O.C.-FIREBLOCK IF >10'-0" BRACED WALL LINE ONE R4 BAR TOP AND BOTTOM LAP 41 2x6 SILL W/CONT.CAULK A , BARS 16'MINIMUM. R-21 INSULATION-VAPOR RETARDER 1/2"GWB. . ., TYPICAL FOUNDATION C P.I.2x6 SILL PLA 1 E 4"CONC.SLAB W/ ANCHOR BOLTS: MINIMUM FOOTING SIZE UNDER COMP.BASE& 6" PER STRUCTURAL ENGINEER SCHEDULE (2)112"DIAMETER ANCHOR /— MIN.1/2"dla.w/ 3"x3'k1/4"PLATE WASHER BOLTS LOCATED BETWEEN OPENING L BE X 12'A TURNED OOR WN 6 MIL.POLY MIN. SUB SHALL BE PERMITTED AT DOOR I @ 48"ox.MIN.NOT LESS THAN 4 1/2" WAND 12'OF EACH END OF OPENINGS ARLINGTON BUT W/IN 12"OF SILL END-EMBED 7" THE SEGMENT 2! WALL REBAR: (1)#4 @ TOP OF WALL-CONT. DETATCHED SHOP ALTERNATE BRACED WALL 6• m #4 @ 18"O.C.VERT.&HORZ. �' FOOTINGS ON UNDISTURBED 1500 PSF SOIL N.T.S. r G r 4"d)a.PERF DRAIN IN PEA GRAVEL EXTENT OF HEADER WITH RUBLE PORTAL FRAMES(TWO BRACED WALL PANELS)— • IT i EXTENT OF HEADER WITH SINGLE PORTAL FRAME. _ - IONE BRACED WALL PANEL) FASTEN KING STUD -- TO HEADER WITH 6 REFER TO SHEETS S-1.0,1.0a I 2'48'FINISHED WIDTH OF OPENING 16D SINKFRS FOR FOUNDATION DETAILS FOR SINGLE OR DOUBLE PORTAL I ENSFON S fHAP PER TABLE 602.10.SA ER OF JACK —WALL ON OPPOSITE SInF OF SIIEATIIINGI- HEIGHT • I.C,*gM2011MASD j Swdmn TYPICAL WALL SECTION @ 1 STORY GARAGE +-• 2Tn D "r1°��� 1 • 7 r.wt u m�s rwia+wy.n�.D.s�g.«s w�nc" MIN 3'x 11%'NET IIEADER STEEL HEADER PROHIBITED rnml a foray ahu 1/4"=1'-0" IF W SPACER IS USED.PLACE ON BACK"SIOF OF HEADER B B � • - IF NEEDED,PANEL FASTEN SHEATHING TO HEADER WITH SO SPLICE EDGES SHALL COMMON OR GALVANIZED BOX NAILS IN 3"GRID OCCUR OVER AND BF FASTEN TOP V OK n+Tr 1 nrccRTMCK NAILED TO COMMON PLATE TO WS PATTERN AS SHOWN HEADER WITH -,OWNER APPROVAL BLOCKING WIF I H THE TWO .(PERMIT APPLICATION � MIDDLE 24'OF I'HE WALL PANELS PER 2015 I.R.C. a HEADER TO JACK-STUD STRAP PERTARLF PORTALAEGIMIGHT. ROWS OF1180 +� R002.t0.6A ON BOTH SIDES OF OPENING ONE ROW OF 7 O.0 SINKER NAILSAT )BIDDING AND ALTERNATE BRACED WALL PANELS PER 2015 I.R.C. OPPOSITE SIDE OF SHEATHING NAILING IS REQUIRED 3 O.0 TYP. )CONSTRUCTION O i IN EACH PANEL EDGE. )- WA L L BRACING SCHEDULE MIN.DOUBLE O x 4'FRAMING COVERED WITH MIN MIN CT WOOD )- '1•�THICKWOOOSTRUCIURALPANELSHEATHING TYPICAL PORTAL STRUCTURAL ir b WITH 80 COMMON OR OALVAN12ED BOX NAII S AT FRAME CONSTRUCTION PANFL I 3.O.C.IN ALL FRAMING(STUDS AND SILLS)AS SHEATHING ). SHOWN TYP „ MIN.DOUBLE 2 x 4 POST •1 Plywood 3/8" x WOOD STRUCT. PANELS 8d common nails @ 6 MIN.LENGTFIOFPANELPERTABLER802.t0.5 (KINGAND JACK STUD) I_ 4' x 8'(10') 2X6 @16"O.C. o.c. edge 12"o.c. field NSTUDS PER TAB ES — MIN.(2)%*DIAMETER ANC)IOR BOLTS RW2.7(1)IL(2) rXIM 7 MM9111 , vm INSTALLED PFR SECTION R4631.6 WITH AMMIAnY , PORTAL FRAME w HOLD-DOWNS RE: 3/A4.1 2'x 2'x wt PLATE WASHER - - r�mtrr,xx aon , / INTERMITTENTBRACEO yltfuFc„xxx+xr2l , • c WALL PANEL REQUIRED !h' ADJACENT OPENING [ nx OWAM , FOR SINGLE PORTAL FRAME ONE STORY ALTERNATE BRACED WALL PANEL RE: 2/A4.1 -�.. � '© u� l` —ANCHOR BOLTS PER WALL SECTION A A NOTES: SECTIONR403.1.6 PORTAL F E BRACED WALL PANEL SOLE PLATE NAILED TO FLOOR AND TOP PLATES SHALL SECTION BE ANCHORED TO FRAMING ABOVE. WHERE JOISTS ARE PERPENDICULAR TO FRONT ELEVATION BRACED WALL LINES, PROVIDE BLOCIQNG UNDER AND IN-LINE WITH BRACED ' USE RETROFIT STYLE HOLD-DOWNS ON INSPECTED &APPROVED EXISTING FOUNDATION WALL PANELS. MINIMUM LENGTH OF BRACED WALL PANELS PER 2015 IRC TABLE R602.10.5=24"w/8'-0"WALL HEIGHT HEADER TO JACK-STUD STRAP PER 2015 IRC TABLE R602.10.6.4= 1,825#FOR MAX. 16'OPENING 3 PORTAL FRAME @ GARAGE DOOR N.T.S. q 5 ? 3 a 5 MAS Design SERVICES ROOF MATERIAL PER ELEVATIONS I """° ' & SECTIONS 1x4 PLATE _____; ROOF PER ° K 1-1/4x10 BARGE ELEV. & GALV. FLASHING PL HT SECTIONS -- ---------- 5/4x4 •- - � - ALUM - 1x4 GUTTER - i_ 5/4x4 - I �'' 5/4x8 FASCIA ALUM. GUTTER 5/4x10 - 5/4x4 ' BARGE �3 5/4x8 FASCIA -CR � CORNER TRIM 5/4x4 @BOTTOM CORNER TRIM DOWN SPOUT DOWN SPOUT ARLINGTON DETATCHED SHOP WINDOW TRIM DETAIL TYP. ROOF TRIM - ROOF ELEV. TYP. ROOF TRIM SIDE ELEV. (�)-1/2" = 1'-0" 1/211= 11-011 1/21'= 1'-01, DBL. TOP PLATE DBL. TOP PLATE BEAM 2x4 WALL 2x6 WALL BEAM PER HEADER 4x (SAWN) (2) 2x4 (2) 2x6 PLAN � � /� l C°p)ngp[1011�.i5 Dcsiga S.W. y� ±to Skfryvif't�f�.•stnl h.Gti-+1 3acia. PER PLAN 6x(SAWN) (3) 2x4 (3) 2x6 ''"""' ""'tt'°"`°"°D pe.-,� N 3 1/8 (GLB) (2) 2x4 (2) 2x6 f3 Q NARY DXrF ltscRD'110� Lu 5 1/8 (GLB) (3) 2x4 (3) 2x6 'WMER APPROVAL. 1--1 - P=RNOT MPI(CATION =1 3 1/2 (MANE) (2) 2X4 (2) 2x6 'BIONNG CY - CONSTRUCTION ce 5 1/2 (MANF) (3) 2x4 (3) 2x6 ' -- - GIRDER TRUSS (3) 2X4 (3) 2x6 I' \�CS16 w/ KING STUD DBL (20) 16dd if 10' or greater I RE 'D HEADER 2x4 WALL 2x6 WALL rRmFx-rnRarna. 1 TRIMMERS iQ 4x (SAWN) 2x4 2x6 rcn cmsckrw -_ - DLB. IF 10' x OR GREATER 6x (SAWN) ---- 2x6 3 1/8 (GLB) (2) 2x4 2x6 n cl 5 1/8 (GLB) ---- (2) 2x6 CONSTRUCTION A REQ'D STUDS .3 1/2 (MANF) (2) 2x4 2x6 Lu O' S 1/2 (MANF) ---- (2) 2x6 04POINTI211 LOAD DETAIL c WINDOW HEADER DETAIL FRAMING NOTES 1 1 =1,_011 5 1 1/271=11-0„ 6 i uz11= I1 1 z 3 t 2 3 4 5 MAS Design SERVICES \\ \ ROOFING NAILS UNDERLAYMENT FASTENED AT 8° ROOFING NAILS TO 10" FABRICATED GUTTER " FASTENED AT 8"TO 10" SPACER,OR FERRULE D 0PERIMETER EDGE METAL AT RAKE �INS'TALLED ABOVE UNDERLAYMENT UNDERLAYMENT 0 / 112"TO 1"LAP\. EIGHTH COURSE ALIGNS ® PAST METAL AT WITH FIRST COURSE \ BOTH RAKE !, `x UNDERLAYMENT PERIMETER FLASHING &EAVE PERIMETER FLASHING METAL INSTALLED METAL I ED OVER OVER UNDERLAYMENT UNDERLAYMENT ALONG FORMED DRIP EDGE ALONG RAKE EDGE GUTTER / RAKE EDGE \ PERIMETER FLASHING METAL PERIMETER FLASHING METAL INSTALLED BELOW UNDERLAYMENT INSTALLED BELOW UNDERLAYMENT AT EAVE EDGE(Trim and bend AT EAVE EDGE(Trim and bend In end In end at comer to form closed at comer to form dosed end.If flashing (9 THIRD COURS A metal Is Installed prior to gutter,provide FULL-WIDTH SHINGLE FASCIA BOARD adequate space for back flange of gutter.) MINUS U4PROMMATELY FOR METRIC SS NET�R�IEC� STARTER COURSE(See Note 5.Cut Off OPTIONAL GUTTER BRACKET Q SECONDH&ME IS A Tabs&Install So Self-Sealing Adhesive FASCIA BOARD (Recommended For Cold-weather FULL-WIDTH SHINGLE MINUS Strip Is Along Lower Edge.Nall 2 1/2"to Regions Where Snow And Ice Are APPROXIMATELY 5-518" 4"From Edge At 6"To 9"Spacng) Common Occurences FOR METRIC SHINGLE PERIMETER EDGE METAL AT EAVE FIRST COURSE IS A INSTALLED UNDERNEATH UNDERLAYMENT FULL-WIDTH SHINGLE C C ARLINGTON DETATCHED SHOP 1 METAL DRIP EDGE @RAKE&DOWN SLOPE EAVE EDGE 2 DRIP EDGE METAL w/GUTTER 3 STAGGERED BOND METHOD Scale: NTS Scale: N,T.S. Scale: N.T.S. I;ND=RLA`lMEN _ INSTALL RIDGE PERIMETER EDGE �� SHINGLES TO RIDGE SHINGLES CUT SELF-SEAL WITH METAL AT RAKE CONTINUOUS SHEET METAL FROM STAB SHINGLES UNDERLYING INSTALLED ABOVE RIDGE VENT ERLAY ' OR USE RIDGE SHINGLES RIDGE SHINGLE UND MENT 1!2"Toil LAP INSECT SCREEN AND AIR FROM MANUFACTURER PAST METAL AT DRAFT FILTER MEDIAt. _ BOTH RAKE&EAVE " WIND BAFFLES / 2��llmr+.%mv.� rtia:wsma WITH WEEP HOLES GASKETED FASTENERS (Suggested For ' secure Weathertlght E3 Attachment) O B SEISMIC TIES AT RAFTERS v MARK DATR t DFscRIMUEN THIRD COURSE IS A PER LOCAL BUILDING CODES OWNER APPROVAL + 1 FULL-WIDTH SHINGLE — MINUS ONE TAB Y` SHINGLES4� t PERM1tIT APPLICATION SECOND COURSE IS A STARTER COURSE I CONSTRUCTION FULL-WIDTH SHINGLE MINUS (Sae Note Self-Sealing5.Cut Off Tabs&Install CONSTRUCTION 112 TAB(APPROXIMATELY to LorEd Adhesive Strip is Along Lower Edge.Nell 2-12"To t 8112"FOR METRIC SHINGLE) PERIMETER EDGE METAL 4"From Edge,At 6"To 9"Spacing) SHINGLE) FIRST COURSE IS A AT EAVE INSTALLED PLYWOOD OR I I FULL-WIDTH SHINGLE UNDERNEATH STRUCTURAL UNDERLAYMENT SHEATHING -I- _ OPTIONAL BLEEDER STRIP (Cut Of Tabs&Install So UNDERLAYMENT rrcvrcrnt�2 , rres Self-Sealing Adhesive Strip FRWrc>�DmrchoR Is Along Rake Edge.Nail PLYWOOD OR pi uecrorstcNra 2-112"to 4"From Edge, STRUCTURAL SHEATHING O At 6"To 9" V TILATED RIDGE x, INSULATION CUT OFF 8HINGLES AT AN CA"M- OPTIONAL BLEEDER STRIP , ) ANGLE FROM AT EACH TAB PTI OPTIONAL:CUTTING RIDGE UNDERLAYMENT SHINGLES FROM 3-TAB SHINGLE A ROOFING A 4 HALF-BOND METHOD 5 VENTIL.ATED RIDGE 6 RIDGE NON-VENTED Scale: N.T.S. Scale: N.T,S. Scale: N.T.S. 1 t 2 3 4 5 Permit#: 1582 Permit Date: 08/07/17 Permit Type: ACCESSORY STRUCTURE Project Name: Lundstrom Applicant Name: Thomas and Pamela Lundstrom Applicant Address: 17421 38th Drive NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Thomas Lundstrom Phone: 360-202-9573 Email: pamela.lundstrom@yahoo.com; lundstrom.tom@gmail.com Scope of Work: Rebuild fire damaged garage on existing footprint Valuation: 40500.00 Square Feet: 1000 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 08/11/2017 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00481000000800 17421 38TH DR NE LUNDSTROM 111 Single Family PAMELA Residence-Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License Lundstrom Pamela Lundstrom 360-202-9573 17421 38th Drive NE Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 10/04/2017 R20.ACCESSORY Approved STRUCTURE FINAL Plan Reviews Date Review Type Description Assigned To Review Status 08/07/2017 ASSESSORY STRUCTURE Nova Heaton 08/07/2017 ASSESSORY STRUCTURE approved with red lines z.Rick Karns Fees Fee Description Notes Amount Building Plan Review Table 4-2 $508.65 Building Permit Table 4-1 $782.54 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $4.50 Total $1,320.69 Attached Letters Date Letter Description 08/11/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 08/07/2017 Thomas Lundstrom Check#1528 Kristin Foster $508.65 08/11/2017 Pamela Lundstrom 65897991 cc $812.04 Outstanding Balance $0.00 Notes Date Note Created By: 08/14/2017 Homeowner is acting as the contractor.KF Kristin Foster 08/07/2017 Contractor named on the application has an expired L&I account.KF Kristin Foster Uploaded Files Date File Name 08/11/2017 2521500-1582 Issued Permit.pdf 08/07/2017 2506542-1582 Application.pdf 08/07/2017 2506543-1582 Plans.pdf