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Home My WebLink About18531 Silverleaf Pl_P25-0091_2026 i 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. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. Incomplete applications will not be accepted. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING: REQUIRED DOCUMENTS ❑ Proof of approved Zoning Verification ❑ City of Arlington Residential Permit Application 0 Site Plan 0 Architectural Plans ❑ Structural Plans ❑ Structural Calculations ❑ Project Specification Manuals, if applicable ❑ WSEC Compliance Forms https:llwaenergycodes.com/ ❑ Special Inspection and Testing Agreement, if applicable ❑ Deferred Submittal Request,if applicable 1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 2. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at lni.wa.gov or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals require separate applications,plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans(if not included in the plan set) 3. Fire Sprinkler B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. ❑Structural Masonry ❑Spray-Applied Fireproofing Other-Specify: 0 !acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. RESIDENTIAL BUILDING Type Of Permit: 0 Single-family ❑ Duplex ❑Townhouse ❑Addition/Alteration ❑Accessory Structure IBC Construction Type: NSA IBC Occupancy Type: N/A Building Square Footage: 17037 Number of Stories: 3 1,037 1st: 1,037 nd,867 rd: 0 420 Square Footage Per Floor: B: 1 2 3 Garage: Property Address: 18531 SILVERLEAF PL ARLINGTON, WA98223 Project Valuation: 12,000 Lot#: 2 Parcel ID No.: 00738500100200 Preferred Contact: O Owner 13 Contractor Project REPLACING THE EXISTING DECK WITH A NEW DECK WITH A COVER Scope of Work: Owner Name: BRYAN CRUTCHER Home No.: 425-341-5969 Email Address: BACRUTCHER@GMAIL.COM Cell No.: SAME Mailing Address: 18531 SILVERLEAF PL City: ARLINGTON State: WA Zip: 98223 Primary Contractor: OWNER Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: MECHANICAL SYSTEM INFORMATION O Not Applicable Type of Permit: ❑ New Installation ❑ Addition/Alteration/Repair ❑ Gas Piping Mechanical Contractor: 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 shut-off valve is required within 6 feet of all appliances REV03.2022 Page 2 of 6 RESIDENTIAL BUILDING 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 h x $ 15.00 = Air Cond.Unit>100Btu h x $25.00 = Air Cond.Unit>500Btu h x $50.00 = Air Handling Units x $ 15.00 = Base Mechanical Fee 1 x $25.00 = $ 25.00 Boiler<100Btu h>3h x $ 15.00 = Boiler>1 million Btu/h<50hp x $25.00 = Boiler>1.5 million Btu/h<50hp x $50.00 = Boiler>100Btu h 3-15h x $ 15.00 = Boiler>500Btu h 15-30hp x $25.00 = 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 h x $ 15.00 = Forced Air Heat>100 Btu h 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>500Btu h x $50.00 = Re-inspection fee x $75.00 = Residential Range Hood x $ 15.00 = Unit Heaters:5 100 Btu h x $ 15.00 = Unit Heaters>100 Btu h x $25.00 = AV 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 REV03.2022 Page 3 of 6 RESIDENTIAL BUILDING GAS PIPING INFORMATION El Not Applicable Proposed Piping Material: O CSST O Brass O Galvanized Steel O Black Steel O Other Proposed Piping Size: O 1/2" O S/a" 03/a" O 1" O 11/2" O 2" Distance from Meter to furthest Appliance: Total BTU's of all Appliances: PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY- USE A SEPARATE SHEET, IF NECESSARY ❑ SCHEMATIC IS TO SCALE ❑ SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE:Any interior pressure regulators must be indicated REV03.2022 Page 4 of 6 RESIDENTIAL BUILDING PLUMBING SYSTEM INFORMATION O Not Applicable Type of Permit: ❑ New Installation ❑ Addition/Alteration/Repair Plumbing Contractor: 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" ❑ s/s" ❑ 3/4" ❑ 1" ❑ CPVC ❑ Brass ❑ PEX-AL-PEX ❑ PEX Proposed Interior Piping Material: ❑ Copper ❑ Galvanized Steel ❑ Other Proposed Exterior Water Piping Size: ❑ 1/2" ❑ 5/8" ❑ 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» ❑ 5/8» 713/4" ❑ 1" ❑ 11/2" ❑ 2" ❑ 3" 714" Piping Size: 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 = Floor Drains x $15.00 = Grease Interceptor x $75.00 = Grease Trap x $25.00 = Hose Bibb x $ 15.00 = REV03.2022 Page 5 of 6 RESIDENTIAL BUILDING PLUMBING PERMIT FEES (per fixture) 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 = Miscellaneous-regulated by plumbing code,not x $15.00 = otherwise specified 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 1 hereby certify that 1 am the 0 Owner ❑ Architect ❑ Engineer ❑ Contractor and authorized to sign this application and that the above information 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. Digitally signed by Bryan Crutcher Bryan Cru}cherCN=BryanCrutbche tcher@gmail.com, Bryan Crutcher 10/21 /2025 Date:2025.10.2110:18:07-07'00' Signature Print Name Date SAVE PRINT REV03.2022 Page 6 of 6 i RESIDENTIAL MISCELLANEOUS APPLICATION Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 This application is required for Residential: Decks,Fences, Hot Tub/Spa, Pools, Retaining Walls and other similar in nature but not specified. See the ASSISTANCE BULLETINS for additional information and requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING; Incomplete applications will not be accepted. REQUIRED DOCUMENTS 0 DECKS • Proof of approved Zoning Verification or Permit Number: 6798 • Site Plan ❑ FENCES • Type of fencing: • Site Plan ❑ HOT TUB/SPA • Manufacturer's Installation Documents • Site Plan ❑ ABOVE GROUND POOL . Manufacturer's Engineering and Installation Documents • Site Plan ❑ IN GROUND POOL • Manufacturer's Engineering and Installation Documents • Site Plan ❑ RETAINING WALL . Engineered plans • Site Plan ❑ OTHER • Describe: • Site Plan Type of Permit: 0 Deck ❑ Fence ❑ Hot Tub/Spa ❑ Pool ❑ Retaining Wall ❑ Property Address- 18531 SLIVERLAEAF PL Project Valuation: 10K Lot#: 2 Parcel ID No.: 00738500100200 Subdivision: Project Scope of Work: NEW COVERD DECK Primary Contact: 0 Owner ❑ Contractor Owner Name: BRYAN CRUTCHER Home No.: SAME Email Address: BACRUTCHER@GMAIL.COM Cell No.: 425.341.5969 Mailing Address: 18531 SILVERLEAF PL City: ARLINGTON State: WA Zip: 98223 Contractor Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: I hereby certify that I am the 0 Owner ❑ Contractor and authorized to sign this application and that the above information 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. Digitally sig-d by Bryan Crutc Bryan Crutcher DN C=UB.E=b, «he,@gm 1l ,,CN=Bry,nC,,t,h,, Bryan Crutcher 10/27/25 Date'.2025.10.27 12:31'.23-07'00' Signature Print Name Date SAVE PRINT COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITED STATES CODE CRUTCHER RES . DECK PROJECT City of Arlington Building Department APPROVED Kevin Olander- 01/06/2026 No changes authorized unless approved by the Building Official GENERAL NOTES SYMBOL NOTATION PROJECT OWNER:BRYAN CRUTCHER V eMD IS THE AUTHOR OF THESE F—E AND CLAMS A eocYR GHT N THESE PLANS AND THE DESIGNS CONTAINED N THESE PHONE#:425.341.5969 LANs THIS CLAMS MADE UNDER THE 1]OF TIE UNITED STATES CODE AND ALL APPLICABLE TREATIES AND FOR SIGN LAWs. —" THESE cOPYR GHTED DRAWING FILES ARE TO BE USED FOR REFERENCE ONLY:MD WILL TAKE NO RESPONS B Lrry Fm Axv EMAIL:BACRUTCHER@GMAILCOM CHANGES MADE TO THESE DOCUMENTS BY ANOTHER PANTY AND NO MCENSE IS GIVEN FOR TRANSFER OF THESE COPYRIGHTS MGBHA■ATY O ASPIVLT TO MOTHER PARTY -- DESIGNER:ERMIAS HAILU 0 BATTWSULATIaN ermias@emddesignpractice.com CONTRACT GENERAL NOTES + emdd.SigDp,.Dtic..c.m THESE GENERA NOTES PERTAIN TO THE WORK DESCRIBED ON ALL CONTRACT DOCUMENTS. � SRTaHArgN +U-U eMDt Phone#:206-775-1471 NECESSARY TO PRODUCE SUCH CONSTRUCTION,AND ALL REQUIRED AND IN DOCUMENTS AND oBEI CORD RATED ATHE WORK COMPRISES THE COMPLETED CONSTRUCT ALL MATERIALS aNO EQUIPMENT INCORPORATED OR TO BE INCORPORATED IYJr IN SUCH CONSTRUCTKKJ. � TT —11 RAN PROPERTY INFO B.THERAL.SU LEMENMRY,ANDNSIST OF THE OWNER CON TRACTOR AGREEMENT,THE ONO,CON AND AL F THE ACCENDONTRACT 3^1x OOOG SYMBOL EIFS (GENERAL,SUPPLEMENTARYSSUED AFTER EXECUTION THE DRAWINGS,THE SPECIFICATIONS,ANDALL ADDENDA ISSUED PRIOR r Cur 4CfI0M - TO AND ALL MODIFICATIONS ISSUED AFTER E%ELUTION OF THE CONTRACT. AAN NE � NENIH w■oav srrneDL ra#Ix ADDRESS: 18531 SILVERLEAF PLACE TODEC TOA EK ISTOCONFORM WITANY ITHE FWORcroNSUILT Ts.DRAWINGS ARE NOT TOBE PROCALED EEDING RTH CONSTRU IF UNABLE ARLINGTON,WA 98223 �- TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK,CONSULT WITH THE DESIGNER BEFORE PROCEEDING WITH CONSTRUCTION. M1 WAIL4EIgNM � ACOSSOAY SYMMR '� MIAYd co- D.SHOP DRAWINGS,PRODUCT DATA,AND SAMPLES ARE NOT PART OF THE CONTRACT DOCUMENTS.THE DESIGNER WILL REVIEW APN: 00738500100200 N coNUT ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE WORK AND WITH THE INFORMATION GIVEN IN THE pppppgp GY9A#A%'w TFACTDOCUMETS.THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR AT DEVIATION FROM THE T OETAIULLOIr 'n� CON N_ LOT: 2 ^' REOUIREMENTSOFTHE CONTRACT DOCUMENTS BY THE DESIGNER'S REVIEW OF SHOP DRAWINGS,PRODUCT DATA,OR SAMPLES. AAN ]T CVPaNM9fATWlO `#•.�V� THECOTFACTOR SHAIL PURSUE WORK INA CONTINUOUS AND DILIGENT MANNER TO INSURE THE TIMELY COMPLETION OF THE CONHOIR uc ZONE: RLC K! PROJECT. J F.THECONTRACTOR SHALL SUPERVISE AND SECTTHE WORK USNGHSIHER BEST SILL AND ATTENTION—HE SHALL BE 1\"-"J4 �A��E A �� Y1W100s(A V/ SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS METHODS TECHNIOOES,SEQUENCES AND PROCEDURES AND FOR MAIOIIIE COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT G.BE F E "^^E IKBMNAIMa ----- �°" ��"^�' SHEET INDEX R�■ ANYERR R IN HE HEMAY _ u.HLEswRSUCHAPOR.ONOP EW RK MExrT AwxERE AER xEO APPx ED HH oxnww Rrx RDAT _AIlensoNaouoa —G�— sTEa A0.1 TITLESHEET S1 GENERAL NOTES raB#eMl A01 0 SITE PLAN S2 FRAMING&FOUND. _- 1BE�CVpET I]1411OEWRODB STORE A2.2 FLOOR PLAN S3 FRAMING&FOUND. Z H.THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISES FREE FROM THE ACCUMULATION OF WASTE MATERIALS OR IIATW#L —E—E— eEl1 DEMO PLAN S4 GUARD POST O - RUBBISH causeO eYHSHHER OPERATIONS AT THE COMPLETION or THE WORK,HEISHE SIHaLLREMOVE ALLH&HER WASTE _e_a— RUL¢Lx TECNM A3.1 ELEVATION M-WERR�FD SURPLUS MATERIALS TITHE PROJECTaS WELL AS ALLH SMS TOGS RUCTION EQUIPMENT,AND 6�— SWTAIRSLW& -- WDOORN9l 91 DETAIL N RUBBISH FROM arvD Aeou (� 1. RE T �� A3.2 ELEVATIO ELECTRICAL/COMMMCAT ONCOORETSAMD WITE THE ITCHSTWITH THE DE AND EXACT SGNERNATON O THE FELDBFORE PROCEEDING WIT PARTITIONS,DOORS, H ES �+®� r�V TBEV9 .E ❑ CONSTRUCTION. T FLASE A 'r� J.THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS TO BE FREE FROM DEFECTS FOR A MINIMUM OF ONE YEAR I —MAY— WABl11( r, vZ 111J1 FROM THE ATE OF FINAL ACCEPTANCE AND PROMPTLY REMEDY SUCH DEFECTS AND ANY SUBSES OF AOUET DAMAGE CAUSED BY THE `J REQUIRED AND WITHIN THE TRACT K—ECONTRACTORSHA LU DIL BE RESPONSIBLE FORFECTS OR REPAIR THEREOF,AT NO EXPENSE THEDOCUMENTS AND OMISSIONS THE OWNER. OFHI-ES ER EMPLOYE S SURCO TTER THAN ONE R GTORSAN KAY ED O "3y DE --_ - - `-- AGENTSAND EMPLOYEES AND OTHER PERSONS PERFORMING ANY WORK UNDER A CONTRACT WITH THE CONTRACTOR. K CODES - - -- - - UTILTIES,STRUCTURES,ADJACENT STREETS AND IMPROVEMENTS DURING THE PERIOD OF CONSTRUCTION. _ THEGOry TRACTOR SHALLBE RESPONSIBLE FOR THE LOCATION ANDAER PROTECTION OF ALL EXISTING AND PR VICINITY MAP BASED ON THE 2021 I.R.C,2021 UPC,2021 WA w MANUFAcrURED OR PREFABRICATED ITEMS ANDAER MATERIALS ARE TO BE INSTALLED THE CONTRACTOR SHALL STATE ENERGY CODE,AND 2021 WA STATE " - ---- VERIFY ROUGH OR FINISHED DIMENSIONS IN THE FIELD PRIOR TO PURCHASE OR FABRICATION. AMENDMENTS (, N.WHERE ANY ITEM AND/OR MATERIAL IS INDICATED IN THE CONTRACT DOCUMENTS,AND NOT NECESSARILY DETAILED IN EACH /r - - SPECIFIC CASE,BUT IS REQUIRED FOR A COMPLETE AND PROFESSIONAL INSTALLATION SUCH REM AND/OR MATERIAL SHALL BE QCCUPANCYGRQUP $FR \< PROVIDED AS IF SHOWN AND DETULED IN FULL.PROVIDE MEANS TO FURNISH AND INSTALL " J O.UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING CONSTRUCTION TYPE VB �J PERMIT AND FOR ALL OTHER PERMITS AND GOVERNMENTAL FEES,UCENSES,AND INSPECTIONS NECESSARY FOR THE PROPER � - B 1 W EXECUTION AND COMPLETION OF THE WORK. LIVING GARAGE P.IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE CONTRACT DOCUMENTS.THEN THEIR FLOOR AREA(SF) Q -- BE REVIUCTION THE D BE OF ESIGNER.SAVE CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR AND SHALL EXIST,BAS,LEVEL 1,037SF BE REVIEW ED BY THE DESIGNER. - -.._. EXIST.SECOND LEVEL 867SF QALLWORK IOAL BE PERFORMEDCODE WITHINMD APPLICABLE CONFORMANCE TO THE MINIMUCAL LAWS.REGUTHECURRENT EDITION E - -' - EXIST,FIRST LEVEL 1,037SF U) W THE INTERNATIONAL BUILDING GOOEAND ALL APPLICABLE NATKKJAL STATE,AND LOCAL LAWS.REGULATIONS,AND ORDINANCES. � _ - - ---- � EXIST.ATT.GARAGE 420$F I 1 R.THE CONTRACTOR SHALL BE RESPONSIBLEA ION FOR GENERAL SAFETY DURING CONSTRUCT ,ANDWOWSHALL CON FORM TO W J PERTINENT SAFETY REGULATIONS. ONTRACTOR PIPING,DUCTS DOCATIONS AND ALMECHALL REQUIREPHONE,ELECTRICAL LIGHTING,ANO Angel Of the winds MAINTENANCE OF THE ALPIPING,DUCTWORK MD CONCUR.COORDINATE ALL REQUIRED CLEARANCES FORINSTALATKKJ AND TOTAL LIVING AREA 2,9415E 420SF MAINTENANCE OF THE ABOVE EQUIPMENT. Casino Resort S LU T.UNLESS OTHERW ISE PROVIDED IN THE CONTRACT DOCUMENTS,THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR REQUIRED SEPARATION NO w MATERIAL EQUIPMENT,TOOLS,CONSTRUCTION EQUIPMENT,MACHINERY,WATER,HEAT,UTILITIES.TRANSPORTATION,AND OTHER ...- FACILmES AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. TT U.WHERECONFLICT IS ENCOUNTERED BETWEEN THE CONTRACT DOCUMENTS THAT WILL MATERIALLY AFFECT THE QUALITY OR �, #OF STORIES 3 1 n EXTENT OF THE WORK SUCH CONFLICT SHALL BE RESOLVED TO THE SATISFACTION OF THE DESIGNER BEFORE THE AFFECTED co —J--J REMSANDIORMATERIASAREPURCHASED,FABRICATED,ANDIORINSTALLED. ArIIngIOR FULLY SPRINKLERED NO r SITE PLAN NOTES & OWNER INFORMATION PROJECT DESCRIPTION Z) M LO 53O F2 Scope of Work-NEW Deck and Deck cover 00 OWNER: YAN CRUTCHER PROJECT PHONE#: 4 S41.1%0 LOCATION Mead, eACRUTCHERAoMML.caa (EXTERIOR WORK ONLY):The work involves AODwess: 12821 SLIVERLEAFPLACE County F adding a deck at the back end of the property ARLINGTON,WA90223 PARCEL#: 00]305%1%%0 that IS t0 a accessedon the upper eve LEGAL DESCRIPTION:THE WOODLANDS SECTOR 1 BLK 011-DHIO LOT 2 Advanced Spa Covers 1.THIS IS NOT A LEGAL SURVEY.PROPERTY DESCRIPTION INFORMATION ON THIS SHEET FOR GENERAL USE ONLY. V _ 2.CONNECT UTILITY EXTENSIONS TO EXISTING UTILITIES. '4 CONTRACTOR TO VERIFY LOCATIONS OF EXTENSIONS. I 3.NO SRE DISTURBANCE PROPOSED. ® DEFERRED SUBMITTALS W NOTE III �1 1.Airport Protection District Sub district(D) U lJ 2.WATER DISTRICT:CITY OF MARYSVILLE WATER SYS 31 53t EDGE[o B Z 3.SEWER DISTRICT:MARYSVILLE/ARLINGTON INTERLOCK LAKEWODD O tl City of Arlington = I Q w 18104 591h Avenue NE Arlington,Washington 98113 I ��# PHONE#:,Avenue w I I _ PERMIT#: w — I_1 Z LOT COVER rt SITEAREA 9,147SF v�/'� u) U EXISTING RESIDENCE 1,037SF v EXISTING ATTCH.GARAGE 420SF w a NEW ADDITION Q T a ■ z -_ TOTAL 1,457SF z o w -- TOTALCOVERAGE 1,457/9,147=15% /\/��J�\/ w C3 O o COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITED STATES CODE 30•-0" EO EO EO EO LOT COVERAGE SITE PLAN NOTES SITEAREA 9,147SF OWNER: BRYANCRUTCHER PHONE#: 425.341.5969 EXISTING RESIDENCE 1,037SF EMAIL: BACRUTCHEROGMAIL.COM EXISTING ATTCH.GARAGE ADDRESS: 18531 SLIVERLEAF PLACE 1.-0. NEW DECK 312SF /�� ARLINGTON,WA98223 p_0• TOTAL 1,769SF Ll PARCEL#: 00738500100200 02441,GH�fl TOTAL COVERAGE 1SKYL , /9,147=19% LEGAL DESCRIPTION:THE WOODLANDS SECTOR 1 TYP. BLK 011-D-00 LOT 2 a a wa 1.THIS IS NOT A LEGAL SURVEY.PROPERTY a N L O DESCRIPTION INFORMATION ON THIS SHEET FOR min GENERAL USE ONLY. 2.CONNECT UTILITY EXTENSIONS TO EXISTING UTILITIES. NEW DECK COVERFFF CONTRACTOR TO VERIFY LOCATIONS OF EXTENSIONS. 3.NO SITE DISTURBANCE PROPOSED. NOTE \ Airport Protection District Sub district(D) WATER DISTRICT:CITY OF MARYSVILLE WATER MA \ \ SEWER DISTRICT:MARYSVILLE/ARLINGTON INTERLERL OCK LOWER LEVEL EXTERIOR WALLeD NF ` i A o \ EXIST. RES. WORk NEWARE DECK \ i / � NEW DECKAND\ \ DECK COVER \ 00738500100300 � \ NEW K a DECK COVER ROOF PLAN / \ aCOVVER N \ N 17 =r-o^ \ 010 / ' 11111381001011011 \ o \ Q CONNECT DOWNSPOUTS\ \ \\ \ \ TOP PLASHBALOCKS X5,T AERIAL MAP \ EXIST. RES \\ DIN \\ \ 0 00736500100200 (N)STAIR \ U Z w J • \ \\ 9<'F�, `� (E)PORCH \ Z1A w NOTE:STORMWATER RUNOFF\ \ U HARD SURFACE AREAS SHALL BE MANAGED ON-SITENEW AND Q�1 J GARAGE LU EXIST.ATT AND NOT ADVERSELY IMPACT ADJACENT PROPERTIES. ^ (E)PATIO ` \ \\ w L.L Q v5 w (E)DRIVEWAY - -'DN Hwy J(E)STAIR \. \ - / LL : •3' 1 \ \ w N LU � ,E;�P` �G \ U U) � 00 00738500100100 U T 1 N511(i �,• � \ i `�' • parcel ID 00738500100200 i Uj ^� r- U Z 0 n SIT=g4E PLAN w City of Arlington Z Building Department CD APPROVED U w x Kevin Olander-01/06/2026III Z No changes authorized unless approved by Q N r w the Building Official ,i u— o Q w � w d o �i COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITED STATES CODE DEMOLITION NOTES WALL LEGEND 1,ALL DEMOLITION WORK SHALL BE PERFORMED WITH-DUE CARE AND EXISTING TO REMAIN U.N.O. DILIGENCE"BOAS TO PREVENT THE ARB TRARV DESTRUCTION OF ADJACENT CONSTRUCTION DESIGNATED TO REMAIN. --- --- --- ---- 2.CARESHAALSO BETAKEN TO PREVENT THE INTERRUPTION OF--- --- --- --- ----�� LL CONCEALED UTL TIES WHICH ARE TO REMAIN. DEMOLISHED U.N.O. 3,AN V UTILRIES DISCOVERED DURING THE DEMOLRION PROCEBE WHICH III ii .. WERE PREVKXISLV UNIDENTIFIED SHALL BE REPORTED TO THE DESIGNER III - AL "(E)PATIO BEFORE REMOOV VALOR DSCONNECTKJN. <.REME L EXISTING CONSTRUCTION AS DESIGNATED ON DEMOLRKJNLA PN. 5.PATCH EXISTING CONSTRUCTION TO REMAIN TO MATCH EXISTING ADJACENT IIII ❑ CONSTRUCTION AND FINISHES UNLESS NOTED OTHERWISE e.WHERE EXISTING DOORS AND WINDOWS ARE DESIGNATED TO BE REMOVED, III PATCH OPENING WITH CONSTRUCTION TO MATCH EXISTING ADJACENT City of Arlington N. CONSTRUCTION UNLESS NOTEDOTHERWISE LL EW PMENT SUCH AS PLUMBING FIXTURES,ELECTRICAL FIXTURES AND DEMO DECK III III EWIPMENT MECHANICAL EQUIPMENT,AIR CONDRKKJINGUNITS g p ETC.,TO BE Building Department III REMOVED SHALL BE TURNED OVER TO THE OWNER OR STORED AS DIRECTED III BVTHEowNER. APPROVED III DEMO STAIR Kevin Olander- 01/06/2026 — No changes authorized unless approved by DN II II (E)LANDING (E)STAIR' the BuildingOfficial II II II II II I I II II II II II II II III (E)BE.GLASS DOOR 1LJ—U—JI—L J—ILJ—LJIJLJL -- — iviiDEXIST. RES. EXIST DECK&DEMO PLAN 1/4"=1; 4ftll CM N N 00 d7 2s-o• Q EO EO EO I .. .. . . ,(E)PATIO .. O U z LU N E W SF NEW STAIR 0 Q - I 1 I DN - - L.LI (E)LANDING (E)STAIR' U E SL GLASS DOOR - - - U J ,z-,0 - w LL EXIST. RES w w J 4 NEW PROPOSED DECK cr Cr VV cr U U) T NEW POST PER.STRUCT. NEW DECK ABOVE - 00 ' ..(E)PATIO _ EQ EQ EQ _=� II .. ,.. II w Ii U 71 H N Z U (E)LANDING Q w (E)STAIR Lt w w x Z EXIST. RES C/) F w N 5 GROUNDLEVEL Z U 1/4"=1'0" oZ IN w � � o wo 0 o� � o Q COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITED STATES CODE ROOF TOPS 22'-0" TOP PLAT /1 16'-10" (E)SIDING (E E) (E)ROOF -UPPER LEVEL. n 8 10 V 1V,.ATD (E (E E (E) MAIN LE L. Ch o' o" N 11 n WEST ELEVATION N ROOF 22 0TOP n V Z (E)ROOF O TOP PLAT / U z 16'-10" W� JY E) (E)SIDING 0(N)SKYLIGHT O < Y IL w (N)DECK COVER !, PER.STRUCT. V Y Q UPPER LEVEL. U J - - - - - - - - 8'--10" LU (N)POST w W J PREMANU. cr Cr HANDRAILS '1' (N)DECK c / PER.STRUCT. w _ = J MAIN LEVEL. / U) 0' 0° I U T (N)STAIR co Y LO lY00 (E)RETAINER WALL W 2 NORTH ELEVATION U U N Q w � w City of Arlington 0- Building Department Z APPROVED C5 Kevin Olander- 01/06/2026 U) w No changes authorized unless approved by T a the Building Official • z M w kill Q o ow COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITED STATES CODE ROOFTOP 22'-0" (E)ROOF TOP PLAT 16'-1 (N)DECK COVER (E PER.STRUCT. (N)SKYLIGHT (E)SIDING _UPPER LEVEL. /1 g-10^ N)POST IV, E E iE`� PER.STRUCT. PREMANU. HANDRAILS GARDE POST -MAIN LEVEL. /1 0' 0" (N)STAIR (N)DECK STRUCT. PER.STRUCT. M = N .� - -- 00 Q IE) BASEMEN T 8 0 LE L. n EAST ELEVATION U Z w J ROOF TOP n 0 a 22'-00"" I w (E)ROOF U U Q w TOP PLAT I Q LL 16'-10" v Q U) w w ity H J (N)SKYLIGHT (E)SIDING (N)DECK it w COVER PER.STRUCT. w = J _ UPPER LEVEL. n U U) (N)POST T PER.STRUCT. coL0 PREMANU. 00 HANDRAILS (E)PORCH GARDE POST T (N)DECK PER STRUCT. MAIN LEVEL. n 0' 0" V --- GARAGE LE L. w 1 0 U U City of Arlington Q Building Department - w APPROVED 0- Kevin Olander-01/06/2026 z No changes authorized unless approved by ---- - the Building Official U) SOUTH ELEVATION w ^' a 1/4"=1'-Oh M z / O z w C7 N p Qo � � w STRUCTURAL NOTES: SCOPE OF WORK SUMMARY CODE: FASTENING SCHEDULE TYPE: REPLACEMENT OF EXISTING DECK FRAMING _ THESE DRAWINGS SHOW THE STRUCTURAL DETAILS NECESSARY FOR REPLACEMENT OF AN EXISTING 2021 INTERNATIONAL RESIDENTIAL CODE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION DECK STRUCTURE, ATTACHED TO AN EXISTING RESIDENTIAL STRUCTURE AT THE SUBJECT ADDRESS. LIVE LOADS: ROOF DESIGNING CIVIL ENGINEERING FOR UTILITIES(STORM DRAINAGE, WATER SUPPLY, SEWER, ETC.), ROOF 25 PSF BLOCKING BETWEEN JOISTS, RAFTERS, PREPARING SURVEYS (TOPOGRAPHICAL AND LOT LINES, ETC.), DESIGNING LANDSCAPING, DESIGNING FRAMING FLOOR 60 PSF TRUSS BELOW ES TO TOP PLATE OR OTHER (3)3"x 0.131"NAILS 70E NAIL EXTERIOR BUILDING ENVELOPE AND WEATHERPROOFING, DESIGNING MECHANICAL, ELECTRICAL, AND BLOCKING BETWEEN RAFTERS OR PLUMBING SYSTEMS, GEOTECHNICAL ENGINEERING SERVICES, PERFORMING SPECIAL INSPECTIONS, FOUNDATION: 1 TRUSSES(NOT AT WALL TOP PLATE)TO (3)3"x 0.131"NAILS EACH END TOE NAIL OR DESIGNING INTERIOR FINISHES SHALL BE BY OTHERS AS NEEDED. BEFORE WORK BEGINS, LOCATE ALL UNDERGROUND UTILITIES BY CONTACTING"CALL BEFORE YOU DIG' AT RAFTER OR TRUSS END NAIL 1-800-424-5555 OR 811. NOTIFY ENGINEER IF CONDITIONS DIFFER FROM WHAT IS SHOWN OF THESE DRAWINGS. FILLER FLAT BLOCKING TO TRUSS AND WEB 3" x 0.131"NAIS 6"oc FACE NAIL EXTEND FOOTINGS FIRM UNDISTURBED SOIL 1,500 PSF BEARING CAPACITY. EXTEND ALL FOOTINGS A MINIMUM OF 18"BELLOW ADJACENT EXTERIOR FINISHED GRADE. 2 CEILING JOISTS TO TOP PLATE (3)3"x 0.131"NAILS PER JOIST, TOE NAIL CEILING JOIST NOT ATTACHED TO CONCRETE: 3 PARALLEL RAFTER, LAPS OVER (4)3"x 0.131"NAILS FACE NAILS PARTITIONS fc= 2500 PSI AT 28 DAYS. CEILING JOISTS ATTACHED TO PARALLEL ABBREVIATIONS. 4 RAFTER(HEEL JOINT) BY ENGR OR IRC TABLE 802.5.2(1) FACE NAILS CONCRETE PROTECTION FOR REINFORCING SHALL BE AS FOLLOWS: - BOTTOM OF FOOTINGS 3" 5 COLLAR TIE TO RAFTER, FACE NAIL (4)3"x 0.131"NAILS FACE NAIL EACH RAFTER FB FLUSH BEAMBOTTOM FB - BOTTOM FLUSH BEAM 6 RAFTER OR ROOF TRUSS TO PLATE (4)3"x 0.131"NAILS 2 TOE NAILS ONE SIDE TOP FB - TOP FLUSH BEAM ALL CONCRETE IN FOOTINGS SHALL BE PLACED IN A MONOLITHIC POUR UNLESS SHOWN OTHERWISE OR AND 1 ONE OPPOSITE SIDE DB - DROP BEAM APPROVED BY THE ENGINEER PRIOR TO PLACING. IF REQUIRED, CONTACT BUILDING DEPARTMENT FOR ROOF RAFTER TO RIDGE, VALLEY OR HIP HDR - HEADER INSPECTION OF REINFORCING STEEL PRIOR TO PLACING CONCRETE. 7 RAFTERS OR ROOF RAFTER TO RIDGE (4)3"x 0.131"NAILS TOE NAIL OR END NAIL JS7 - JOIST BEAM DEL JST - DOUBLE JOIST PT - PRESSURE TREATED REINFORCING STEEL: WALL OLE - OLD AM BEAM DEFORMED BILLET STEEL CONFORMING TO ASTM A615(STANDARD 04, 2013 CURRENT), GRADE 60. 8 STUD TO STUD(NOT AT BRACED WALL o COL _ COLUMN 3" x 0.131"NAILS i6" c FACE NAIL SW SHEARWALL SHEATHING PANELS) N - NEW STEEL BOLTS: STUD TO STUD AND ABUTTING STUDS E - EXISTING ALL BOLTS AND THREADED RODS SHALL BE ASTM A307 HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM 9 AT INTERSECTION WALL CORNERS(AT 3" x 0.131"NAILS 12"oc FACE NAIL w/ - WTH ¢ A153-CLASS C UNLESS NOTED OTHERWISE. BRACED WALL PANELS) ON-CENTER SPACING EA - EACH 93 A0N (2)ROWS, 12"oc EACH FUR - FLOOR fti ?O NAILS: 10 BUILT-UP HEADER 3" x 0.131"NAILS ROW, STAGGER ROWS, CEIL - CEILING O q 3 N TYPICAL NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: FACE NAILS SW-SCH - SHEARWALL SCHEDULE 5Y SIZE TYPE LENGTH DIAMETER 11 CONTINUOUR HEADER TO STUD (4) 2.5"x 0.131"NAIL TOE NAIL SW-PEN - SHEARWALL PANEL EDGE NAILING � " 0.131" ADJACENT 0.131" 12 OFF HEADER 180d GUN 3" 3'" /2 FULL-HEIGHT STUD TO END (4)3"x 0.131"NAILS END NAIL 12d GUN 3-1/4" 0.131" 13 TOP PLATE TO TOP PLATE 3" x 0.131"NAILS 12"oc FACE NAIL SHEET INDEX 16d GUN 3-1/2" 0.131" FACE NAIL ON EACH SIDE SHEET S1 - SCOPE OF WORK SUMMARY,SHEET INDEX,GENERAL STRUCTURAL NOTES,BUILDING CROSS SECTION 14 DOUBLE TOP PLATE SPLICE (12)3"x 0.131"NAILS OF END JOINT(MIN 24" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE LAP SPLICE LENGTH EACH SHEET S2 - FRAMING AND FOUNDATIONS PLAN STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS-PLYWOOD (ARA SIDE OF END JOINT) RATED SHEATHING)FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO BOTTOM PLATE TO JOIST, RIM JOIST, SHEET S3 - FRAMING AND FOUNDATION SECTIONS COUNTERSINKING PERMITTED. 15 BAND JOIST, OR BLOCKING(NOT AT 3" x 0.131"NAILS 12"oc FACE NAIL SHEET S4 - PREFABRICATED GUARD POST ANCHORAGE PLAN N BRACED WALL PANELS) F NAILS FOR SIMPSON CONNECTORS MAY BE DIFFERENT FROM TYPICAL NAIL SIZES. ALL FASTENERS FOR BOTTOM PLATE TO JOIST, RIM JOIST, LLIZ CONNECTORS SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 16 BAND JOIST, OR BLOCKING(AT BRACED BY ENGR BY ENGR = WALL PANELS) In J ALL NAILS EXPOSED TO WEATHER OR IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT-DIPPED 17 TOP OR BOTTOM PLATE TO STUD (4)3"x 0.131"NAILS TOE NAIL OR END NAIL } GALVANIZED PER ASTM A153-CLASS D. 18 TOP PLATES, LAPS AT CORNERS AND (3)3"x 0.131"NAILS FACE NAILS Q 120 LIGHT GAUGE FRAMING CONNECTORS: INTERSECTIONS ,I.- NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES FLOOR W REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY, 22 JOIST TO SILL, TOP PLATE OR GIRDER (3)3"x 0.131"NAILS TOE NAIL N Vl(n DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL LOAD CAPACITIES. CONNECTORS SHALL BE FASTENED TO THE FRAMING 23 3"RIM JOIST,BAND JOIST OR BLOCKING TO x 0.131"NAILS 6"oc TOE NAILS Y J(n MEMBERS USING THE NUMBER AND TYPE OF FASTENERS CALLED FOR BY MANUFACTURER. SILL OR TOP PLATE Q NO of O 27 BAND OR RIM JOIST TO JOIST END (4)3"x 0.131"NAILS END NAIL �i W w HANGERS AND CLIPS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE ZMAX/HDG GALVANIZED 24"oc FACE NAIL AT TOP W W O CONNECTORS. ALL HANGER FASTENERS USED WITH ZMAX/HDG GALVANIZED CONNECTORS SHALL BE 28 BUILT-UP GIRDERS AND BEAMS, EACH 3" x 0.131"NAILS AND BOTTOM STAGGERED HOT-DIPPED GALVANIZED PER ASTM A153 OR SIDS SCREWS NTH DOUBLE BARRIER COATING. 2x LUMBER LAYER ON OPPOSITE SIDE Z LEDGER STRIP SUPPORTING JOISTS OR AT EACH JOIST OR EXIST HIGH ROOF w W a x 29 (4)3"x 0.131"NAILS O W J SIMPSON SCREWS INSTALLED IN WOOD: RAFTERS RAFTER,FACE NAIL z O p Z) SIMPSON SCREWS FOR INSTALLATION IN WOOD SHALL BE MANUFACTURED BY THE SIMPSON STRONG-TIE 30 BLOCKING TO JOIST, RAFTER OR TRUSS 3" x 0.131"NAILS TOE NAIL OR END NAIL Vl?m COMPANY, IN ACCORDANCE WITH ICC-ES REPORT ESR-2236 AND IAPMO UES REPORT#192. REFERENCE SHEATHING DRAWINGS FOR MINIMUM SCREW LENGTHS. SCREWS HAVE PROPRIETARY CORROSION-RESISTANT COATINGS EQUIVALENT TO ASTM A153-CLASS D AND ARE INTENDED TO BE USED WHERE EXPOSED TO WEATHER OR IN 32 3/8"TO 3/4" SHEATHING 2.5" x 0.131"NAILS 6"oc PANEL EDGE NAILING, CONTACT WITH MOST PRESSURE TREATED WOOD. EQUIVALENT SCREWS BY OTHER MANUFACTURERS MAY BE 12"oc FIELD NAILING SUBSTITUTED PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL LOAD CAPACITIES AND CORROSION RESISTANCE. U DECK ROOF FRAMING PLAN Z SIDS SWDS19, AND SDWH27 SCREWS EXPOSED TO WEATHER OR IN CONTACT WITH PRESSURE TREATED WOOD LLI SHALL BE TYPE 316 STAINLESS STEEL 12 Q MECHANICAL ANCHORS: 7DErKFLOOR 2 Cn Z N EXIST UPPER FLOOR LLI J MECHANICAL ANCHORS FOR ATTACHMENT TO CRACKED OR UNCRACKED CONCRETE SHALL BE TITEN HD � HEAVY DUTY SCREW ANCHORS BY SIMPSON STRONG-TIE, INC. (ICC-ES REPORT#2713 FOR CONCRETE). �RV�U I�A�H��Mg&lt�bg.D AS RECOMMENDED BY THE MANUFACTURER. Q O O ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR =LLI Q 0 WESTERN LUMBER. USE THE FOLLOWING SPECIES AND MINIMUM GRADE: SILLS HEM-FIR p2 Fb=850 PSI j 0 JOISTS HEM-FIR #1 Fb=975 PSI OR#2 Fb=850 PSI U_J O O BEAMS(4x &SMALLER) HEM-FIR #1 Fb=975 PSI OR#2 Fb=850 PSI AMING PLAN oo~ Lt7 BEAMS(6x &LARGER) HEM-FIR #1 Fb=1050 PSI OR #2 Fb=675 PSI Z 0 00 POSTS AND TIMBERS HEM-FIR #1 Fc=850 PSI OR #2 Fc=575 PSI WOOD PROTECTION /TREATMENT: EXIST MAIN FLOOR 0�00 0 a 0 d CO Q a 0 ALL LUMBER IN CONTACT WITH GROUND OR CONCRETE OR EXPOSED TO THE ELEMENTS SHALL BE PRESSURE-TREATED(NOTED PT)IN ACCORDANCE WITH AWPA STANDARD U1. USE THE FOLLOWING MINIMUM z AWPA USE CATEGORIES: _ _ 0_ INTERIOR/DAMP (WOOD SILL PLATES): UC2 III III 0 ABOVE GROUND EXPOSED (DECK FRAMING ABOVE GROUND): UC39 -III-III- o GROUND CONTACT(DECK POSTS): UC4B -III- =III-III-II PAINT ALL SCARS, CUTS AND DRILL HOLES WITH A WOOD PRESERVATIVE THAT IS COMPATIBLE WITH THE -III- CMEE7 THE FOR T PRESSURE TREATMENT OF THE WOOD. PRESERVATIVES FOR FIELD TREATMENT SHALL HE I I- IIII-II DECK FOUNDATION PLAN TREX DECKING m -IIIIIIII REFER TO ICC-ES EVALUATION REPORT ESR-3168 AND TREX 2022 DECKING INSTALLATION GUIDE FOR III III N INSTALLATION GUIDELINES. EXCERPTS FROM THE GUIDELINES ARE MENTIONED BELOW. -III-III- z _ EXIST BASEMENT 1=III=III - - - - - - - �' - DECK BOARDS:THE DECK BOARDS MUST BE INSTALLED PERPENDICULAR TO THE SUPPORTING DECK JOISTS. THE MAXIMUM =III=III III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I= =III=III=III=III=III=III=- BOACIDS MUUSTUSPANJ CCIONTINUO SLY OVER FOR C TBLEASTTST THREE SUPPORTS PERPENDICULAR (MINIMUM SPAN C ECK INSTALLED TWOD JOISTS. ONDITION). THE -III=III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III- DECK BOARDS MUST BE SPACED AT THE EDGES AND ENDS PER THE MANUFACTURER'S RECOMMENDATIONS. I-III-III-III-III-III-III-III-III-III-III-III-III-III-1I I-III-III-III-III-III-III-III-III-III-III-III-I I-I I I-I I I-I I I-I o -IIIIIIIII1 =1 =1 =11 =1 =1 =11 =1 =1 =11 =1 =1 =11 =1 =1 =11 =1 =1 =11 =1 =1 1- DECK BOARDS USED AS STAIR TREADS: >0THE DECK BOARDS, WHEN USED AS STAIR TREADS MUST BE INSTALLED AT A MAXIMUM SPACING OF 9"oc BUILDING CROSS SECTION UNLESS NOTED OTHERWISE ON PLANS. DECK BOARDS USED AS STAIR TREADS MUST SPAN CONTINUOUSLY OVER AT LEAST THREE SUPPORTS(MINIMUM TWO-SPAN CONDITION). ATTACH BOARDS TO EACH STRINGER WITH TWO STAINLESS STEEL NO. 8 OR NO. 10 BY 2.5 INCH LONG COMPOSITE DECK SCREWS. DECK BOARD FASTENERS: w a TREX GROOVED-EDGE BOARDS, WHEN INSTALLED PERPENDICULAR TO THE SUPPORTING CONSTRUCTION WITH s THE TREX HIDEAWAY UNIVERSAL HIDDEN FASTENING SYSTEM WITH NO. 7 BY 1.625 INCH LONG STAINLESS City of Arlington z STEEL FLATHEAD SCREWS AT 16"oc MAXIMUM, WHEN INSTALLED AT EACH SUPPORT. Building Department TREX SQUARE-EDGE BOARDS(NO EDGE GROOVE) ARE INSTALLED WITH TWO STAINLESS STEEL NO. 8 OR NO. g p 10 BY 2.5 INCH LONG COMPOSITE DECK SCREWS, AS RECOMMENDED BY THE MANUFACTURER AT EACH APPROVED SUPPORT AND ENDS, AT LEAST 1 INCH FROM THE BOARD END AND SIDES. MULTIPLE JOISTS OR BLOCKING MUST BE USED TO PROVIDE AN ADEQUATE SURFACE FOR FASTENER EMBEDMENT AT BOARD ENDS. K@Vlll Olander-01/06/2026 m n , 0 No changes authorized unless approved by o the Building Official w 0 o z z o a = POST TO BEAR DIRECTLY ON DECK DROP BEAM BELOW, CONNECT BOTTOM OF POST TO DECK DROP BEAM WITH BC40Z, SEE SECTION 9/S3 CONNECT ROOF DROP BEAM TO TOP OF POST WITH (2)AC4Z, SEE SECTION 8/S3 0 CONNECT EACH RAFTER TO ROOF DROP BEAM TO POST WITH H1AZ, SEE SECTION 8/S3 ��'�4 • QO QO 4x8 ROOF ROP B AM 11 2x8 LEDGER. ATTACH TO EXIST UPPER FLOOR WALL w/(2)NO. 12 x 4" LONG SCREWS INTO EACH 7/16" OSB ROOF SHEATHING, LONG SIDE PERPENDICULAR TO RAFTERS. MIN SECTION 6/S3 STUD (16"O.C.). ATTACH DIRECTLY THROUGH WALL SHEATHING TO EXIST. WALL STUDS, 0 3-SPAN. NAIL 8d AT 6"O.C. PANEL EDGE NAILING AND 12"O.C. FIELD NAILING. �w LUS28 FACE MOUNT HANGERS, as USE CONCEALED FLANGE HANGERS LUC28 AS NEEDED, SECTION 6/S3 ROOF TENSION TIES AT EACH ROOF CORNER. CONNECT EDGE RAFTER TO EXIST. UPPER FLOOR STUD WITH D AND 1/2° ALL-THREAD ROD. PROVIDE 2.8 BLOCKING AT STUDD BAYS AS AS REQUIRED, EXIST UPPER FLOOR WALLS SECTION 7/S3 0 o p� ��S s��a�•-'i=d FRAMING PLAN CONNECT DROP BEAM TO POST WITH INTERMEDIATE POST- (2)AC6Z PREFABRICATED TOP MOUNT GUARDRAIL BY OTHERS, Z EDGE POST- (2)LCE4Z GUARDPOST ANCHORAGE TO DECK FRAMING PER SHEET S4 SEE SECTION 2/S3 d TREX DECKING PER STRUCTURAL NOTES ON SHEET S1 to CONNECT EACH JOIST TO DROP BEAM TO POST WITH H1AZ, SEE SECTION 2/S3 Z O F 5Y FLAT PT 2x6 DIAGONAL BRACING, ATTACH BRACING TO UNDERSIDE OF EACH JOIST WITH (2) 10d NAIL u+s 6Q� 6Q� 6Q� SEE SECTION 4/S3 Z Z T 4 12 B Q L L L CONNECT DROP BEAM TO POST WITH LCE4Z L L O z4 Z PT 202 LEDGER. ATTACH TO EXIST. RIM JOIST w/(3)ROWS OF NO. 12 x 4" LONG SCREWS AT 10" ON-CENTER, STAGGERED ROWS. ATTACH DIRECTLY �9 z Q THROUGH WALL SHEATHING TO EXIST. RIM JOIST, o N0 (4)PT2x12 NOTCHED STRINGERS, EVENLY SPACED, SECTION 3/S3 - 0RP Q eos'� CONNECT EACH STRINGER TO DOUBLE DECK JOIST WITH LSCZ sr oP Q CONNECT STRINGERS TO DROP BEAM WITH H2.5AZ FASTEN EACH STRINGER TO SILL ABOVE FOOTING BELOW WITH A34Z `s SECTION 1O/S3 No IT 4, a��+ U LUS2IOZ FACE MOUNT HANGERS, USE CONCEALED FLANGE HANGERS LUC2IOZ AS NEEDED, W SECTION 3/S3 c m �° W o a a mo Cn Z EXIST HOUSE BASEMENT WALLS Ld J N 00 W W O O N v W Ld O w DECK TENSION TIES AT EACH DECK CORNER, HUC 12-2Z uq r EXIST HOUSE MAIN FLOOR FRAMING p CONNECT EXISTING FLOOR JOIST TO NEW DECK FLOOR JOIST USING (2) DTT27 W _ O WITH 1/2"0 ALL-THREAD ROD, SEE SECTION 5/S3 Z 6D O- p Z 0 00 FLOOR FRAMING PLAN o w Q L,Z U M DES J CD W 00 ¢CD d CO�Q a0 z O >ti FOOTING AND POST TYPE - F1 a 1. 24"x24"x8" CONCRETE FOOTING WITH 10"0 PLINTH, EMBED 18" INTO GROUND, 1'-11 3/4" 9'-3" 9'-O 1/2" 9'-3" 2. (1)#4 VERTICAL TO CONNECTION PLINTH TO FOOTING, 3. (2)#4 EACH WAY IN FOOTING, 4. PT 4x6 POST, CONNECT TO FOOTING BELOW WITH ABA46Z POST BASE, 5. SEE SECTION 1/S3 U ® I I ® I I ® I I ® I m L — JF1 L — JF1 L — JF1 L — JF1 N O N FOOTING AND POST TYPE - F2 1'-2 3/4" 1. 10"0 CIRCULAR CONCRETE FOOTING, EMBED 18" INTO GROUND, \ 24'-6 3/4" 5'-0 1/2" 6'-0 1/2" 2. PT 4x4 POST, CONNECT TO FOOTING BELOW WITH ABA o 0 3. SEE SECTION 1/S3 SIM SECTION City of Arlington ., ®Fz Fz® Building Department �Z ® _ F I APPROVED FZ I I Kevin Olander- 01/06/2026 w O FOOTING SUPPORTING STAIRCASE BASE - F3 a a ® �F3 1. 12" WIDE BY 18" DEEP STRIP FOOTING, No changes authorized unless approved by 2. (1)#4 REBAR TOP AND BOTTOM OF FOOTING, the Building Official 3. PROVIDE PT 2x1O SILL PLATE ABOVE STRIP FOOTING, o 4. CONNECT SILL PLATE TO STRIP FOOTING WITH w/(3)5 0x4 LONG N H o GALVANIZED ANCHORED BOLT w/ 3"x3"x0.229" PLATE WASHER, EXIST HOUSE FOUNDATIONS \ z n 5. SEE SECTION 10/S3 � w m N N rj O � � U O N O W O Z FOUNDATIONS PLAN ® z C5z .. z o a i Flashing required to extend past joist hanger DECK JOISTS PER PLAN PREFABRICATED PT 2x12 LEDGER. ATTACH TO EXIST. RIM X-X - TOP MOUNTED JOIST w/(3)ROWS OF NO. 12 x 4" LONG 2x4 CON'T. DIAG. PT 4x POST PER PLAN GUARDRAIL PER SCREWS AT 10" ON-CENTER, STAGGERED BRACING SHEET S4 ROWS. ATTACH DIRECTLY THROUGH WALL EXIST. 2x EXTERIOR WALL SHEATHING TO EXIST. RIM JOIST ABAZ POST BASE STITCH SPLICE WITH PER PLAN 2x4 x12" ATTACH DECK JOIST PER PLAN FACE MOUNT HANGER PER PLAN WITH (12) 10d (TYR) NAIL BRACING TO EXIST. 2x RIM JOIST UNDERSIDE OF EACH SPACED DECKING PER PLAN JOIST WITH (2)10d 10"SQ PLINTH PONE w/(1) VERTICAL#4 1 1/2" MIN 1 1/2" MIN. 16" LONG 2x4 STITCH WHERE BRACES "X" III—III—III II—III—III —III—III=III=III=1�1=1�1=1�1 SQUARE FOOTING H1AZ CLIP AT EACH JOIST 2" MIN. II—III III—III III III III .� III III _ _ PER PLAN, NOT -- TOP VIEW III III III III III= =11 II III III III III III PRESENT AT SIM SECTION /z' MIN JOISTS/z" MIN. DECKING II—III II III III—III III III—III— _ PT 4x6 POST PER PLAN, STITCH BRACING ,111I III,,1�I„III III 1 II III III II1-1�1-1�I CONNECT BEAM TO COLUMN PT 4x12 DROP PT 2x DECK JOIST PER PLAN III- -III- w/(2)AC6Z AT INTERMEDIATE BEAM PER PLAN 11=� 1 11111111 COLUMNS AND (2)LCE4Z AT Ill END COLUMNS _ III—III I� -1 -1 III III - .111- FIRM UNDISTURBED SOIL SECTION VIEW X—X NO P 24" SQUARE EACH WAY, G¢ NO PRESENT AT SIM SECTION ISOLATED FOOTING DECK JOISTS TO DROP BEAM LEDGER TO RIM JOIST DIAGONAL BRACINGo SECTION 0 SECTION ❑2 SECTION 0 SECTION SCALE: 3/4" = 1-0 SCALE: 3/4" = 1-0 SCALE: 1-1 2 =;(2) ll flashing SCALE: 3/4" = 1'-0" �O Q¢ Roof to wall flashing required 7/16' OSEl ROOF SHEATHING, LONG SIDE PERPENDICULAR TO RAFTERS. PROVIDE 2.8 BLOCKING Sd NAIL AT 6"oc INTO EXIST EXIST 2x STUD WALL MIN 3-SPAN. NAIL 8d AT 6"O.C. U1 AT STUD BAYS Z PANEL EDGE NAILING AND 12'O.C. FLOOR JOIST WITH TENSION EAST UPPER FLR WALL --_ O Flashing required to FIELD NAILING. U TIE, SMALLER OF(FULL EXIST 2x STUD WEDGE NAIL RAFTER WITH INTOW LENGTH OR 10FT) extend past joist Vl hanger NORTH UPPER FLRTENSION TIE Z F Q O Z \-2x8 AT 24"oc Z RAFTERS Q (2) DTT2Z TENSION TIES WITH O Z 1/2"0 ALL-THREAD ROD 72x88 FACE MOUNT H1AZ CLIP AT EACH RAFTERS w M S, z Q NCEALED 0 HANGERS DTT2Z TENSION TIES WITH OST PER PLAN, AS NEEDED PL 1/2"0 ALL-THREAD ROD CONNECT PT 4x4BEAM TO POST EXIST 2x STUD WALL ROOF DROP BEAM PER PLAN EAST MAIN FLR WALL w/(2)AC4Z EXIST 2x STUD WALL Ld ATTACH TO EXIST. UPPER NORTH MAIN FLR WALL/(2)NO. 12 x 4" LONG PT 4x4 POST PER PLAN,EACH STUD. ATTACH POST TO BEAR DIRECTLY ON W LLI DIRECTLY THROUGH WALL SHEATHING TO DECK DROP BEAM BELOW, �_Z EXIST. WALL STUDS SEE SECTION 9 BELOW Cn N QL J DECK TENSION TIE CONNECTION — (� 00DTT2Z LEDGER TO STUDS RAFTER TO DROP BEAM ��6, SECTION ❑5 SECTION © SECTION ISECTION ® 0 w Q o 0 SCALE: 3/4-7 1-0 SCALE: 3/4" = 1-0 SCALE: 3/4 = 1-0" SCALE: 3/4" = 1-0 ?��' 00 __1Z O O DOUBLE JOIST PER PLAN U V)- 0 00 Q I"D Z J o CO Q a 0 CONNECT BOTTOM OF POST TO DECK DROP BEAM WITH BC40Z zo 0 LLj LSCZ STRINGER CONNECTOR >- AT EACH STRINGER PT 4x4 POST TO BEAR SPLICE STRINGER DIRECTLY ON DECK DROP o MIDDLE POST AS NEEDED BEAM BELOW PT2x12 NOTCH STRINGER, PER PLAN H2.5AZ AT EA STRINGER FACE MOUNT EDGE JOIST TO m PT 4x6 DROP BEAM POST w/LUC210Z N AC6Z POST CAP z FASTEN EACH STRINGER TO o SILL BELOW WITH A34Z m DECK DROP BEAM PER PLAN > w PT 4x6 COLUMN PER PLAN PT 2x10 SILL PLATE,ATTACH o TO CONC w/5/8"0x4"LONG �^ THEN HD GALVANIZED AT 12"oc wo Xz I- -I I I—I I I III—III=1 I I1 I I=1�1=1 11=1 I I—III—I I w I1-111-I=1I1=1I1=1I I I1-1I1-1I1-1I1- City of Arlington -111 111 11. Y g =III=III ° ff—#4 IP FOOTING SUPPORTINGBuilding DepartmentSTRINGER ASSEMBLY INGERS 1=1I1=1I APPROVED TOP AND BOTTOMSECTION 10 -- - 1-1i1-11Kevin Olander- 01/06/2026 SECTION ❑9 a SCALE: 3/4" = 1'-0" 2" No changes authorized unless approved b SCALE: 3/4" = 1'-0" o 9 PP Y � o the Building Official w o o z ? z W w z o a = GUARDRAIL LOADS: DECK JOISTS PER I h h h REFERENCE IRC 2018 TABLE R301.5 • FRAMING PLAN TOP OF RAIL (ANY DIRECTION) 200 LBS. POINT LOAD COMPONENTS 50 LBS. OVER 1 SF AREA LEDGER PER FRAMING PLAN GUARDRAIL SPECIFICATIONS: MINIMUM HEIGHT: 36" RIM JOISTS SPACING AT OPENINGS: LESS THAN 4" MAXIMUM POST SPACING: 4'-0" y /4,. • GUARDRAILS AND CONNECTIONS SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE FLAT PT 4x10 BLOCK AT STATE OF WASHINGTON. ALL PLATES, CONNECTIONS, ETC. SHALL BE DESIGNED TO EACH GUARD POST TRANSMIT 100% OF THE MEMBER LOAD DETERMINED BY THE GUARDRAIL ANALYSIS. THE FABRICATOR SHALL SUBMIT SHOP DRAWINGS AND/OR TESTING SHOWING THAT THE GUARDRAIL MEETS THE DESIGN CRITERIA OF THE IRC TO THE OWNER, AND THE ENGINEER OF RECORD FOR REVIEW PRIOR TO FABRICATION. IS B TREX DECKING PER STRUCTURAL NOTES ON SHEET S1.0 02 (2)SDWS 0.315"4 x 4" EA END OF BLOCK e,. 3/4" 2" N A O a p PREFABRICATED GUARD POST a DECKING PERPENDICULAR TO ANCHORAGE PLAN OZQ DECK JOIST, DECKING BRACES p TOP OF EDGE JOIST, SEE a DECKING NOTES ABOVE, NOTIFY Ld ENGINEER IF CONDITIONS ARE rr DIFFERENT On a O x W U gaa 3/4" 3/4" 10 3/4" W PT 4x10 BLOCK, PT 4x10 BLOCK, z CONNECT TO DECK CONNECT TO DECK LLJo w JOIST PER PLAN JOIST PER PLAN Q z ABOVE ABOVE W J N �n co �W� SECTION A—A SECTION B—B =wQ o U J N W - O Z oo O0 p Z CD � w} J U 00 Q CD d m Q d 0 Z O N Lj >ti w Q K� U m N Z O N W K Z O N WO KZ City of Arlington Building Department = APPROVED o Kevin Olander-01/06/2026 No changes authorized unless approved by m the Building Official o o � � U U N O W U 0 Z z Z W w z o a = JOB NO.: 25039 Bryan Crutcher Residence JOB ADDRESS: 18531 Silverleaf PI NE,Arlington, WA, 98223 • . • CLIENT: Bryan Crutcher PREPARED BY: GS ii (I i t I + DATE: 10/14/25 i SHEET: 1 of 24 City of Arlington Building Department APPROVED Kevin Olander-01/06/2026 SCOPE O F WORK SUMMARY the No changes authorized unless approved by Building Official STRUCTURAL CALCULATIONS FOR THE FRAMING AND FOUNDATIONS SYSTEMS, REQUIRED FOR REPLACEMENT OF AN EXISTING DECK STRUCTURE, ATTACHED TO AN EXISTING RESIDENTIAL STRUCTURE AT THE SUBJECT ADDRESS. NO REVIEW HAS BEEN MADE OF THE EXISTING, UNALTERED STRUCTURAL ELEMENTS. THESE CALCULATIONS ARE IN ACCORDANCE WITH 2O21 INTERNATIONAL RESIDENTIAL CODE. THESE STRUCTURAL CALCULATIONS SUPPLEMENT THE STRUCTURAL DRAWINGS WITH THE SAME JOB NUMBER. ,�g,ANJOZ, AS 21036673T S��NAL� SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 2 of 24 • Assistance Bulletin RESIDENTIAL BUILDING City of Arlington DESIGN REQUIREMENTS # 2 9 Community and Economic Development THIS BULLETIN IS INTENDED TO PROVIDE DETAILED INFORMATION REGARDING PLAN PREPARATION FOR RESIDENTIAL BUILDINGS BUT MAY Office Hours: NOT BE ALL EMCOMPASSING. Monday-Friday 8:0Oam—12:OOpm 1:00pm-5:00pm A. THE CITY OF ARLINGTON CURRENTLY ENFORCES THE FOLLOWING: Al. International Codes 1. 2018 International Building Code(IBC) 2. 2018 International Residential Code(IRC) 3. 2018 International Mechanical Code(IMC) 4. 2018 International Fuel Gas Code(IFGC) 5. 2018 International Fire Code(IFC) 6. 2018 Uniform Plumbing Code(UPC) 7. 2018 International Property Maintenance Code(IPMC) 8. 2018 International Existing Property Code(IEBC) 9. 2018 Washington State Energy Code(WSEC) 10. 2009 Accessible&Usable Buildings and Facilities(ICC/A117.1) A2. Washington State Amendments Contact us: 1. WAC 51-50 Washington State Building Code 360-403-3551 2. WAC 51-51 Washington State Residential Code ced@arlingtonwa.gov 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards Visit us: 6. WAC 51-11 Washington State Energy Code 18204 59th Ave NE 7. WAC 296-46B Electrical Safety Standards,Administration,and Arlington,WA 98223 Installation B. STRUCTURAL REQUIREMENTS Design Wind Speed: Exposure C,85-100 miles per hour Roof Snow Load: 25 pounds per square foot Dead Snow load: 10 pounds per square foot Seismic Zone: D1 .' Climate Zone: 4-C Rainfall: 2 inches per hour for roof drainage design. This Assistance Bulletin only Frost Line Depth: 18 inches applies to properties within Soil Bearing Capacity: 1,500 psf.unless a Geo-Technical Report is Arlington City Limits provided.(IRC TABLE 401)_ L www.arlingtonwa.gov D�`'Ci� yfbC' tc"'l-rCA ; ��J eoL,' rj /��'� 'U ' 7Gt7t— library.municode.com/wa/arlington /codes/code of ordinances SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 3 of 24 /4Tr 4x8 ROOF ROP((77 �7 1\ j�� 2x8 LEDGER. ATTACH TO EXIST. UPPER FLOOR WALL �m w/(2)N0. 12 x 4"LONG N SCREWS INTO EACH STUD m� N DECK ROOF MMNG PLAN O ' PREFABRICATED GUARDPOST ANCHORAGE G ems. PT 2x12 LEDGER. ATTACH TO EXIST.RIM JOIST w/ _ (3)ROWS OF NO. 12 x 4"LONG SCREWS AT 10" - ON-CENTER,STAGGERED ROWS 4�1.2 1 B FL Q (J O OKI V1 e < (4)PT2x12 NOTCHED C ap y o; STRINGERS,EVENLY y et kQ SPACED No F, T46 D a q J 0 G Qp tL 9 HUC212-2Z DECK FLOOR FRAMM PLAN O 1'-11 3/4" 9'-3" 9'-0 1/2" 9'_3" 24'x24"x8"CONCRETE FOOTING WITH 10"0 PLINTH,EMBED 18"INTO GROUND, L _ F1 L j Fi r__I F1 L_J F1 10"0 CIRCULAR CONCRETE FOOTING, EMB 18"INTO GROUND, a 1'-2 3/" F 24'-6 3/4" S-D 1/2" 6' 0 1/2" 0 i 2 F2�07 r n F2 ,,i -12"WIDE BY 18"DEEP \' STRIP FOOTING F2 i i r L JF3 a n DECK FMNDA7KINS FLAN O • = SunStar Builders 25039 c 18531 Silverleaf PI NE 98223 SHEET 4 of 24 peck ®off Re-I �- R s 2rael-F,Q + pJF !fir �,5"fit IX 9 g, F33fr- p — 5 7. 5 plfv t ! Lf 3 , 7-5 plf,, s see ec,Ot. Apof Led e r-- L oaf ro Je-dyer = c1, 5 83 �� Clop,,, + 2 5 Psf (DM MSG.-L led 5 r utiiEG,Ch "x is eyn,/-5 �� `�(�, 5 e, cc-,�t a . • = SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 5 of 24 AIF— A �rr>�.roP D�c{<, Prr p gJe,,-rrY, F 13 , �I d r ro)� ear^ �GS R� 62o -A, 52q deck Co 61 2-Fc Peck []5r)-,,, ft- x x 1 fit- Gm' ��a S. 1 1 • = SunStar Builders 25039 c 18531 Silverleaf PI NE 98223 SHEET 6 of 24 �-Ct �- r°OP3 I �5, F3 pif.,p G©� me,ct ledger. Ara Ri;M �'5 wI C 3> Row if 0, 22"0 X Y`' S C.rc w� -ia o CF/3D2, L- 0, Ft- � (�i� �S�B p -4- Pl p +- 2 t 2 , S o P► � c P5 Prop a e talcs f� 5 � 5 DeG Fir rn D-)- L octotCa Foos�, , s 0�rk -sc,1,r str� MG�rs L I 2x 12 ,93 3'®cam ey V cur d- po a-,., cho r-cq a I v oac) o(e GK �r�M use re SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 7 of 24 Beam Analysis ID Deck Roof Rafters JZ I Sheet (1/2) L 10.5 ft x w4i x_Rl 1 ft x R2 10.5 ft x w3i Load Combinations D+S x w2i Sds Loads on Beam x w1i 1 Point loads on Beam x pi 1 D L S w E 134S (# x_Pi(ft) 1 0 Pi w1 i w2i w3i w4i 2 0 3 0 4 0 w0i 5 0 6 0 Pin Pin Uniform load for full length of Beam D L S w E D+S R1 R2 i w0i(#/ft) 1 20.00 50.00 70 x_R1 2 0 x R2 3 0 4 0 L - 5 0 6,self 1 2.64 2.6432292 Increasing Trapezoidal Uniform Load.Can be used for partially loading Uniform load D L S w E D+S D L S w E D+S i w1i(#/ft) x w1i(ft) w2i(#/ft) x w2i(ft) 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 Decreasing Trapezoidal Uniform Load.Can be used for partially loading Uniform load D L S w E D+S D L S w E D+S i w3i(#/ft) x w3i(ft) w4i(#/ft) x w4i(ft) 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 v(#) M(#ft) EI©(#in^3) 400 900 6000000 300 800 4000000 200 700 - 2000000 ggg 600 0 300 500 -2000000 0 2.1 4.2 6.3 8.4 10.5 0 - 400 -4000000 -100 0 "'°��SSS 2.1 q'26 g', 1 'S 300 -6000000 -300 ` 200 -8000000 S00 -10000000 -00 0 . -12000000 -400 -100 0 2A 4.2 6.3 SA 10.5 -14000000 _ 5:V(4) ,---:'-`EM(#ft) ZE18(#in'3) Total Total EIA (#in-3 Length(ft) V,max(#) 345 M,max(#ft) 801 At left ovehange 4269896.4 1 V,min(#) -326 M,min(#ft) -26 At right ovehange 0 0 Max at mid span 0 9.5 Total D 1, S Min at mid span -12952437 9.5 RI (4) 422 131 0 290 R2(#) 341 106 0 235 SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 8 of 24 Wood Beam Design ID Deck Roof Rafters Sheet (2/2) Outputs from Beam Analysis Clear Span,1 9.500 ft Unbraced Length,In 1.000 ft Moment,M+ 801 #ft Moment,M- -26#ft Shear,V_max 345 # RI 422# R2 341 # Beam Design Species (2"-4"thick)HF No 2 b 1.5 in actual width ply d 7.25 in actual depth ply 1_b at Support 1 1.5 in bearing length 1_b at Support 2 1.5 in An 10.88 in^2 Sx 13.14 in^3 Ix 4T63 in/4 lu/d 1.66 le 24.72 in R B 8.92 shall be<50 Material Properties Fb+(psi) CD CL CV CF Cfu Ci Cr Fb*+(psi) Fb'+(psi) 850 Snow Load,2 months 0.99 1.00 1.20 1.00 No 1.15 1348.95 1333 Fb-(psi) CD CL CV CF Cfu Ci Cr Fb*-(psi) Fb'-(psi) 850 Snow Load,2 months 0.99 1.00 1.20 1.00 No 1.15 1348.95 1333 Fv(psi) CD Ci Fv'(psi) 150 Snow Load,2 months No 173 FcJ.(ps) Ci Fcl'(psi) 405 No 405 E(psi) Ci E'(psi) 1300000 No 1300000 E min(psi) Ci From(psi) FbE 470000 No 470000 7080.683 fb+ 731.681 psi 55% fb- -23.404 psi -2% ft' 47.620 psi 28% &I,Support 1 187.343 psi 46% fcI,Support 2 151.659 psi 37% Deflection Check Ceilings with flexible finishes(including gypsum board) L/A 240 A(in) A,All,2L/240(in) A,All,L/240(in) Left Cantilever 0.069 0.100 69% Right Cantilever 0.000 0.000 0% Mid Span Max 0 0 0% Mid Span Min -0.209162639 -0.475 44% 1.5in x 7.25in; 2" - 4" thick BY No 2; actual dimensions of beam SunStar Builders 25039 18531 Silverleaf PI NE 98223 14X 0 SHEET 9of24 Beam Analysis ID Deck Roof Drop Beam Sheet (1/2) L 8.833 ft x w4i x_R1 0 ft x_R2 8.833 ft x w3i Load Combinations D+S x w2i Sds — Loads on Beam x w91 1 Point loads on Beam x_Pi 1 D L S w E D+S x Pi(ft) w3i 1 0 Pi w1i w2i w4i 2 0 3 0 4 0 w0i 5 0 6 Q Pin Pin Uniform load for full length of Beam D L S w E D+S �Rl �IR2 i wai(#/ft) 1 57.50 143.75 201.25 x_R1 2 0 x R2 3 0 — 4 0 L 5 0 6,self 6.17 6.1675347 Increasing Trapezoidal Uniform Load.Can be used for partially loading Uniform load D L S w E D+S D L S w E D+S i w1i(#/ft) x w1i(ft) w2i(#/ft) x w2i(it) 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 Decreasing Trapezoidal Uniform Load.Can be used for partially loading Uniform load D L S w E D+S D L S w E D+S i w31(#/ft) x w3i(it) w4i(#/it) x w4i(ft) 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 v(#) M(#ft) EIA(#in^3) 1200 2500 a 1000 0 1.7666 3.5332 5.2998 7.0664 8.833 800 2000 -5000000 600 400 1500 *` -10000000 200 0 1000 $� -15000000 -200 0 1.7666 3.5332 5. 8 7.0664 8.33 -20000000 -400 500 -600 ¢ 0 -800 -25000000 -1000 0 1.7666 3.5332 5.2998 7.0664 8.833 -30000000 —IV(#) _-,.,_gM(#ft) JEIo(#m^3) Total Total - EIo (#in^3 Length(ft) V,max(#) 916 M,max(#ft) 2023 At left ovehange 0 0 V,min(#) -879 M,min(#R) 0 At right ovehange 0 0 Max at mid span 0 8.833 Total D L S [Mn at mid span 1 -28409325 8.833 RI (#) 916 281 0 635 R2(#) 916 281 0 635 SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 10 of 24 Wood Beam Design ID Dec Roof Drop Beam Sheet (2/2) Outputs from Beam Analysis I� l Clear Span,1 8.833 ft Unbraced Length,In 2.000 ft Moment,M+ 2023 #ft Moment,M- 0#ft Shear,V_max 916# RI 916# R2 916# Beam Design Species (2"-4"thick)HF No 2 b 3.5 in actual width ply d 7.25 in actual depth ply 1_b at Support 1 1.75 in bearing length 1_b at Support 2 1.75 in An 25.38 in^2 Sx 30.66 in^3 Ix 111.15 in^4 lu/d 3.31 le 49.44 in R_B 5.41 shall be<50 Material Properties Fb+(psi) CD CL CV CF Cfu Ci Cr Fb*+(psi) Fb'+(psi) 850 Normal(Floor LL), 10 years 1.00 1.00 1.20 1.00 Yes 1.00 816 814 Fb-(psi) CD CL CV CF Cfu Ci Cr Fb*-(psi) Fb'-(psi) 850 Normal(Floor LL), 10 years 1.00 1.00 1.20 1.00 Yes 1.00 816 814 Fv(psi) CD Ci Fv'(psi) 150 Normal(Floor LL), 10 years Yes 120 Fc.L(ps) Ci FcI'(psi) 405 Yes 405 E(psi) Ci E'(psi) 1300000 Yes 1235000 E min(psi) Ci E'min(psi) FbE 470000 Yes 446500 18311.43 fb+ 791.700 psi 97% fb- 0.000 psi 0% fv 54.151 psi 45% fc.L,Support 1 149.561 psi 37% fc.L,Support 2 149.561 psi 37% Deflection Check Ceilings with flexible finishes(including gypsum board) L/A 240 A(in) A,A11,2L/240(in) A,All,L/240(in) Left Cantilever 0.000 0.000 0% Right Cantilever 0.000 0.000 0% Mid Span Max 0 0 0% Mid Span Min -0.206963201 -0.442 47% PT 3.5in x 7.25in; 2" - 4" thick HF No 2; actual dimensions of beam SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 11 of 24 Ledger Connection Deck Roof Ledger 8::D) Load to Ledger Dead 95.83 plf 51h0i'v 239.58 plf D+$ 335.42 plf Capcity per Screw Screw diameter 0.22 in Screw length 4 in w/full penetration, 10D 2.2 in full capacity 130 # NDS Table 12L Cd, Duration Factor Snow Load, 2 months Side member thickness 1.5 in Main member thickness 3.5 in Acutal capacity 237.84 # Number of rows 2 Spacing req'd 17 in Design 2x Ledger,connection to stud with (2) rows of 0.22"x 4" long wood screws at 17 in on-center, Ledger installed directly to strucutral wall sheathing or studs SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 12 of 24 Beam Analysis ID Deck Joists S I Sheet (1/2) L 11.5 ft x w4i x RI 0 ft x_R2 11.5 ft x w3i Load Combinations D+L x w2i Sds Loads on Beam x w1i Point loads on Beam x_Pi D L S w E D+L (# x Pi(ft) w2i w31 1 0 Pi w4i 2 0 w1 i 3 0 4 0 w0i 5 p 6 1 0 Pin Pin Uniform load for full length of Beam D L S w E D+L I R1 �R2 i w01(#/ft) 1 13.33 80.00 93.333 x_R4 2 0 x R2 3 0 — 4 0 L 5 0 6,self 1 4.10 4.1015625 Increasing Trapezoidal Uniform Load.Can be used for partiatly loading Uniform load D L S w E DA D L S w E DA i w1i(#/ft) x WE(ft) w2i(#/ft) x w2i(ft) 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 Decreasing Trapezoidal Uniform Load.Can be used for partially loading Uniform load D L S w E D+L D L S w E D+L i w3i #/ft x w3i(ft) w4i(#/ft) x_w4i(ft) 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 v('#) M(#ft) EID(#in^3) Soo 1800 0 600 1600 >-, 5000000 0 23 4.6 6.9 9.2 11.5 400 1400 -10000000 1200 -1500000C 200 1000 aoo 20000000 ° 1 600 -25000000 0 2.3 4,6 9,2 1 .5 -200 � 400 -30000000 -400 200 ' a'; -35000000 o -40000000 -600 0 2.3 4.6 6.9 9.2 11.5 -45000000 .._.—.,2v i#) zM(#ft) YEIo(#in^3) Total Total EIo (#in13 Length(ft) V,max(#) 560 M,max(#ft) 1611 At left ovehange 0 0 V,min(#) -538 M,min(#ft) 0 At right ovehange 0 0 Max at mid span 0 11.5 Total D L S Min at mid span 1 -38343073 11.5 R1 (#) 560 100 460 0 R2(#) 560 100 460 0 SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 13 of 24 Wood Beam Design ID Deck Joists Sheet (2/2) Outputs from Beam Analysis Clear Span,1 11.500 ft Unbraced Length,lu 4.000 ft Moment,M+ 1611 #ft Moment,M- 0#ft Shear,V_max 560# RI 560# R2 560# Beam Design Species (2"-4"thick)BY No 2 b 1.5 in actual width ply d 11.25 in actual depth ply 1_b at Support 1 1.5 in bearing length 1_b at Support 2 1.5 in An 16.88 in^2 Sx 31.64 in^3 ix 177.98 in^4 lu/d 4.27 le 98.88 in R B 22.24 shall be<50 Material Properties Fb+(psi) CD CL CV CF Cfu Ci Cr Fb*+(psi) Fb'+(psi) 850 Normal(Floor LL),10 years 0.91 1.00 1.00 1.00 Yes 115 782 713 Fb-(psi) CD CL CV CF Cfu Ci Cr Fb*-(psi) Fb'-(psi) 850 Normal(Floor LL), 10 years 0.91 1.00 1.00 1.00 Yes 1.15 782 713 Fv(psi) CD Ci Fv'(psi) 150 Normal(Floor LL), 10 years Yes 120 Fc.L(ps) Ci Fcl'(psi) 405 Yes 405 E(psi) Ci E'(psi) 1300000 Yes 1235000 E min(psi) Ci E'min(psi) FbE 470000 Yes 446500 1083.738 fb+ 610.879 psi 86% lb- 0.000 psi 0% fv 49.800 psi 41% &1,Support 1 248.999 psi 61% &L,Support 2 248.999 psi 61% Deflection Check Floors L/A 360 A(in) A,A11,2L/360(in) A,All,L/360(in) Left Cantilever 0.000 0.000 0% Right Cantilever 0.000 0.000 0% Mid Span Max 0 0 0% Mid Span Min -0.174442532 -0.383 46% PT 1.5in x 11.25in; 2" -4" thick HF No 2; actual dimensions of beam SunStar Builders 25039 18531 Silverleaf PI NE 98223 U� vP b era SHEET 14 of 24 Beam Analysis ID Deck Drop Beam FG 1 Sheet (1/2) L 8.833 ft x w4i xRl Oft x_R2 8.833 ft x w3i Load Combinations D+L x w2i Sds — Loads on Beam x w11 Point loads on Beam x_Pi D L S W E D+L i Pi(#) x Pi(ft) w2i w3i 1 298 635 298 0.115 Pi w1i w4i 2 298 635 298 8.718 3 0 4 0 w0i 5 0 6 0 Pin Pin Uniform load for full length of Beam D L S W E D+L R1 �R2 i w01(#/ft) 1 57.50 345.00 402.5 x_R1 2 0 x R2 3 0 — 4 0 L 5 0 6,self 1 9.57 9.5703125 Increasing Trapezoidal Uniform Load.Can be used for partially loading Uniform load D L S W E D+L D L S W E D+L i w1i(4/ft) x_wli(ft) w2i(#/ft) x w2i(ft) 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 Decreasing Trapezoidal Uniform Load.Can be used for partially loading Uniform load D L S W E D+L D L S W E D+L i w31(#/ft) x w3i(ft w4i(#/ft) x w4i(ft) 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 v(#) M(#ft) El®(#inA3) 2500 4500 10000000 2000 v� 4000 0 1500 _ s 3500 0 1.7666 3.5332 5.2998 7.0664 8.833 1000 3000 v- -10000000 Soo � w' 2500 "�Y es'e, -20000000 0 2000 ' ' 9 1500 a� -30000000 -500 0 1.7666 3.5332 5. 8 7.0664 8.33 1000 " 40000000 -1000 Soo -1500 0 -50000000 -2000 _50p 0 1.7666 3.1.1. 5.2998 1.0664 8.833 -60000000 -IV M _2M(#ft) Total Total E14 (#in^3 Length(ft) V,max(#) 2118 M,max(#ft) 4053 At left ovehange 0 0 V,min(#) -1747 M,min(#ft) 0 At right ovehange 0 0 _ Max at mid span 2.515E-08 8.833 Total D L S Min at mid span -57015290 8.833 R1 (#) 2118 594 1524 635 R2(4) 2118 594 1524 635 SunStar Builders 25039 18531 Silverleaf PI NE 98223 l'i x 0 f'O M SHEET 15 of 24 Wood Beam Design ID Deck Drop Beam F DO , Sheet (2/2) Outputs from Beam Analysis Clear Span,1 8.833 ft Unbraced Length,In 1.333 ft Moment,M+ 4053 #ft Moment,M- 0#ft Shear,V_max 2118# RI 2118# R2 2118 # Beam Design Species (2"-4"thick)IF No 2 b 3.5 in actual width ply d 1125 in actual depth ply i_b at Support 1 2.75 in bearing length 1_b at Support 2 2.75 in An 39.38 in^2 Sx 73.83 in^3 Ix 415.28 ie4 lu/d 1.42 le 32.95176 in R_B 5.50 shall be<50 Material Properties Fb+(psi) CD CL CV CF Cfu Ci Cr Fb*+(psi) Fb'+(psi) 850 Normal(Floor LL), 10 years 1.00 1.00 1.00 1.00 Yes 1.00 680 679 Fb-(psi) CD CL CV CF Cfu Ci Cr Fb*-(psi) Fb'-(psi) 850 Normal(Floor LL), 10 years 1.00 1.00 1.00 1.00 Yes 1.00 680 679 Fv(psi) CD Ci Fv'(psi) 150 Normal(Floor LL), 10 years Yes 120 Fc.L(ps) Ci Fc,L'(psi) 405 Yes 405 E(psi) Ci E'(psi) 1300000 Yes 1235000 E min(psi) Ci E'min(psi) FbE 470000 Yes 446500 17705.48 1b+ 658.767 psi 97% 1b- 0.000 psi 0% fv 80.682 psi 67% fc.L,Support 1 220.042 psi 54% fc.L,Support 2 220.042 psi 54% Deflection Check Floors L/A 360 0(in) O,Al1,2L/360(in) D,AN,L/360(in) Left Cantilever 0.000 0.000 0% Right Cantilever 0.000 0.000 0% Mid Span Max 4.90289E-17 0.2944 0% Mid Span Min -0.111168058 -0.294 38% PT 3.5in x 11.25in; 2" -4" thick HF No 2; actual dimensions of beam SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 16 of 24 Member identification Deck Column CP56- Loads on column Vertical Loads Lateral Loads P_D(#) P_L(#) P_S(#) M_E or M W(#ft) 1240 3048 1270 1240 3048 1270 total Factored Loads per column Vertical loads Lateral loads P_D(#) P_L(#) P_S(#) Total M_E or M_W(#ft) Load case ID factor D factored D factor L factored L. factor S factored S factored factor E or V factored E or W LC1 1 1240.00 1 3048 0 0.00 4288.00 0 0.00 Eq 16-9 LC2 1 1240.00 0 0 1 1270.00 2510.00 0 0.00 Eq 16-10 LC3 1 1240.00 0.75 2286 0.75 952.50 4478.50 0 0.00 Eq 16-11 LC4 1 1240.00 0 0 0 0.00 1240.00 0.7 0.00 Eq 16-12 LC5 1 1240.00 0.75 2286 0.75 952.50 4478.50 0.525 0.00 Eq 16-14 Column Design Species 2x,4x,HF#2 b 5.500 in note to engr:actual depth,for analysis under worse case d 3.500 in note to engr:actual width,for analysis under worse case ply An 19.250 in12 An=b*d Sx 11.229 inA3 Sx=(b*dA2)/6;note to engr:analysis under worse case h 11.500 ft height of column 138.000 in le/d 39.429 No Bucking Compression slenderness ratio, (le/d must be 550).Member is too slender or requires additional lateral bracing if le/d>50 Material propertiers Fb(psi) CD CM Ct CF Cfu Ci Cr CL F'b(psi) 850.000 Normal(Floor LU,10 years 1.000 1.000 1.000 1.000 Yes 1.000 1.000 680.000 note:d<=b Emin(psi) CM Ct Ci CY E'min(psi) 470000.000 1.000 1.000 Yes 1.000 446500.000 Fc(psi) CD CM Ct CF Ci CP F'c(psi) r F� f' 1300.000 Normal(Floor I-Q,10 years 1.000 1.000 1.000 Yes 0.215 223.812 4 Ke 1.000 le 138.000 in c 0.800 a8 for sawn lumber,a85 for round poles and piles,0.9 for GLB F*c 1040.000 psi F*c=Fc*CD*CM*Ct*CF*Ci FcE 236.087 psi FcE=0.822*E'min/((le/d)A2] Factored Loads per column Vertical loads Compression check factored(#) fc(psi) fc/F'c(%) LC1 4288.000 222.753 100•/ LC2 2S10.000 130.390 58% LC3 4478.500 232.649 104% LC4 1240.000 64.416 29% LC5 4478.500 232.649 104% Use PT 5.5in x 3.5in,2x,4x,HF#2 Sun Star Builders 25039 18531 Silverleaf P1 NE 98223 SHEET 17 of 24 roc E MT. A r V Ail acu z c A! 0 g2 hf?j oo q Q c5 Lq (Ij 00 + x x > zt� c < c ,`a m Q, w a la o- cr uc c cu Z) df n � & < - rn r' 0 6 c� o 0o o (7) cn m 8 w (u 'i 1- - w rn 6 LA t� m co o ad a, 11 w E o c o O ti Ln Ln u� 00 vI oo o m00 - 06 ci N u) F, o 1 " m w Ln cD o ti Ln r-i to O o. M E r E E V m o w C, o o, § r -9 < 0 > u I - >. on cr, SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 1&Qf 24 Beam Analysis ID Deck Drop Beam (Short Span) F 132 Sheet (1/2) L 4.75 ft x_w4i x_RI 0 ft x_R2 4.75 ft x w3i Load Combinations D+L x_w2i Sds Loads on Beam x w1 i Point loads on Beam x Pi D L S w E D+L wli i Pi(# x Pi(ft) Pi 1 0 w2i w3i w4i 2 0 3 0 4 0 w0i 5 0 6 0 Pin Pin Uniform load for full length of Beam D L S w E D+L R1 �R2 i w0i(#/ft) 1 35.42 212.50 247.91667 x_R1 2 0 x R2 3 0 — L 4 0 5 0 6,self 1 4.68 4.6788194 Increasing Trapezoidal Uniform Load.Can be used for partially loading Uniform load D L S w E D+L D L S w E D+L i wli(#/ft) x WE(ft) w2i(#/ft) x w2i(ft) 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 Decreasing Trapezoidal Uniform Load.Can be used for partially loading Uniform load D L S w E D+L D L S w E D+L i w3i(#/ft) x w3i(ft) w4i(#/ft) x w4i(ft) 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 v(#) M(#ft) EIA(#in^3) Soo Soo 0 600 700 ---- 0 0.95 1.9 2.85 3.3 4.75 -500000 400 `"�.....:�... 600 -1000000 200 Soo _ 0 - 400 -1500000 -200 0 0.95 19 .9$M 3.8 1,5 300 -2000000 -400 200 -2500000 100 -600 -3000000 0 " -800 0 0.95 1.9 2.85 3.3 4.75 -3500000 ._....-.,.�v(#) --zm(#ft) YEIG!#in•`3 i Total Total E10 (#inA3 Length(ft) V,max(#) 600 M,max(#ft) 712 At left ovehange 0 0 V,min(#) -576 M,min(#ft) 0 At right ovehange 0 0 Max at mid span 0 4.75 Total D L S Min at mid span -2893227.2 4.75 RI (#) 600 95 505 0 R2(#) 600 95 505 0 SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 19 of 24 Wood Beam Design ID Deck Drop Beam (Short Span) `/32 Sheet (2/2) Outputs from Beam Analysis Clear Span,1 4.750 It Unbraced Length,In 2.000 ft Moment,M+ 712 #ft Moment,M- 0#ft Shear,V_max 600# RI 6004 R2 600# Beam Design Species (2"-4"thick)11F No 2 b 3.5 in actual width ply d 5.5 in actual depth ply l b at Support 1 3.5 in bearing length 1_b at Support 2 3.5 in An 19.25 in^2 Sx 17.65 in^3 Ix 48.53 in^4 lu/d 4.36 le 49.44 in R B 4.71 shall be<50 Material Properties Fb+(psi) CD CL CV CF Cfu Ci Cr Fb*+(psi) Fb'+(psi) 850 Normal(Floor LL), 10 years 1.00 1.00 1.30 1.00 Yes 1.00 884 882 Fb-(psi) CD CL CV CF Cfu Ci Cr Fb*-(psi) Fb'-(psi) 850 Normal(Floor LL),10 years 1.00 1.00 1.30 1.00 Yes 1.00 884 882 Fv(psi) CD Ci Fv'(psi) 150 Normal(Floor LL), 10 years Yes 120 Fc.L(ps) Ci Fc,L'(psi) 405 Yes 405 E(psi) Ci E'(psi) 1300000 Yes 1235000 E min(psi) Ci E'min(psi) FbE 470000 Yes 446500 24137.8 fb+ 484.464 psi 55% fb- 0.000 psi 0% fv 46.747 psi 39% fc.L,Support 1 48.973 psi 12% fc.L,Support 2 48.973 psi 12% Deflection Check Ceilings with flexible finishes(including gypsum board) L/A 240 A(in) A,A11,2L/240(in) A,All,L/240(in) Left Cantilever 0.000 0.000 0% Right Cantilever 0.000 0.000 0% Mid Span Max 0 0 0% Mid Span Min -0.048277049 -0.238 20% PT 3.5in x 5.5in; 2" -4" thick BF No 2; actual dimensions of beam SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 20 of 24 TLt � _ 1 m i v O N z tw N 0 ry C N uj u v ? O cu ti ti Q C ¢ ¢ O Q L O U C a N O 0 V 00 u X .00 N �" X N O 7 b,I 0D— < V V V N • II C j 11 N 7 • µ a m Q * f6 < iF Q N y x CO C C U c-i c � a Q V) V) O N 00 O V O tD L N In O m O m O V O ti H iD rn 6 'D m N c ui In In Y O O C) N N r U f6 w U N U LL c n s c c � O am, <I ul ml v 71 �I >I u m c a a m v > $ a > $ a $ ^, 4- O O Cx, Ci kLn m V O- o m n Nvt Cj '' 11 0 at v1 .� m In In o o c O m 00ni A2 IS O r Z L,}\ V C) a E �+ + C a v bo Y E E a 6 QU w 2 mol o olo 0 oa a> > 'M c v cyy, . cz A V�1 J < O p + ,y 0 01 >O 0 N 0 V U p ml '�O 3 0 > c HI ITw SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 21_of 24 Beam Analysis ID Deck Stair Stringers Sheet (1/2) L 6.416667 ft x w4i x_R1 0 ft — x_R2 6.416667 ft x w3i Load Combinations D+L x w2i Sds Loads on Beam x w1( Point loads on Beam x_Pi D L S w E D+L w3i 1 0 Pi w1i w2i w4i 2 0 3 0 4 0 w0i 5 0 6 1 1 1 0 Pin Pin Uniform load for full length of Beam D L S w E D+L R1 �R2 i w0i(#Ift) 1 10.69 64.17 74.861111 x_R1 2 0 x R2 3 0 — 4 0 L 5 0 6,self 1 1.82 1.8229167 Increasing Trapezoidal Uniform Load.Can be used for partially loading Uniform load D L S w E D+L D L S w E D+L i wli(#/ft) x wli(ft) w2i(#/ft) x w2i(ft) 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 Decreasing Trapezoidal Uniform Load.Can be used for partially loading Uniform load D L S w E D+L D L S w E D+L i w3i(#/ft) x w3i(ft w4i(#/ft) x w4i(ft) 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 V(#) M(#ft) Eiti(#in"3) 300 450 0 200 "'-".,,2 40D -500000 350 100 *P�� 300 -- ``^;, -1000000 250 '°'•gig -1500000 0 200 33''� bQ6� G Al 0 150 �� :r� -2000000 -100 � h ..,.,1�� .. dtivb�O�Zb 100 }, -2500000 -200 50 � y -3000000 -300 O 1.2833333332.566666667 3.85 5.13333333ai.416666667 -3500000 IV -zM(#ft) --JEld(#in^3) Total Total EIO (#in^3 Length(ft) V,max(#) 246 M,max(#ft) 395 At left ovehange 0 0 V,min(#) -236 M min(#ft) 0 At right ovehange 0 0 Max at mid span 0 6.416666667 Total D L S Mn at mid span -2924996.5 6.416666667 RI (#) 246 40 206 0 R2(#) 246 40 206 0 SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 22 of 24 Wood Beam Design ID Deck Stair Stringers F J Sheet (2/2) Outputs from Beam Analysis Clear Span,1 6.417 ft Unbraced Length,lu 1.000 ft Moment,M+ 395 #ft Moment,M- 0#ft Shear,V_max 246# Rl 246# R2 246# Beam Design Species (2"-4"thick)fff No 2 b 1.5 in actual width ply d 5 in actual depth ply I_b at Support 1 1.5 in bearing length 1_b at Support 2 1.5 in An 7.50 in^2 Sx 6.25 in/3 Ix 15.63 in^4 lu/d 2.40 le 24.72 in R_B 7.41 shall be<50 Material Properties Fb+(psi) CD CL CV CF Cfu Ci Cr Fb*+(psi) Fb'+(psi) 850 Normal(Floor LL),10 years 0.99 1.00 1.00 1.00 Yes 1.50 1020 1014 Fb-(psi) CD CL CV CF Cfu Ci Cr Fb*-(psi) Fb'-(psi) 850 Normal(Floor LL),10 years 0.99 1.00 1.00 1.00 Yes 1.50 1020 1014 Fv(psi) CD Ci Fv'(psi) 150 Normal(Floor LL), 10 years Yes 120 Fc.L(ps) Ci Fcl'(psi) 405 Yes 405 E(psi) Ci E'(psi) 1300000 Yes 1235000 E min(psi) Ci E'min(psi) FbE 470000 Yes 446500 9753.641 tb+ 75T766 psi 75% fb- 0.000 psi 0% fV 49.206 psi 41% &J"Support 1 109.346 psi 27% fc.L,Support 2 109.346 psi 27% Deflection Check Ceilings with flexible finishes(including gypsum board) L/0 240 A(in) D,Aff,2L/240(in) A,All,L/240(in) Left Cantilever 0.000 0.000 0% Right Cantilever 0.000 0.000 0% Mid Span Max 0 0 0% Mid Span Min -0.151578766 -0.321 47% PT 1.5in g 5in; 2" -4" thick HF No 2; actual dimensions of beam Use 2x12 notched strigner at 12.83333inch OC,total 4 this project,min 5inch unnotched depth to remain SunStar Builders 25039 18531 Silverleaf PI NE 98223 SHEET 23 of 24 Ledger Connection Deck Floor Ledger Load to Ledger Dead 105.83 plf Live 635.00 plf D+L 740.83 plf Capcity per Screw Screw diameter 0.22 in Screw length 4 in w/full penetration, 10D 2.2 in full capacity 130 # NDS Table 12L Side member thickness 1.5 in Main member thickness 3.5 in Acutal capacity 206.82 # Number of rows 3 Spacing req'd 10 in Design 2x Ledger,connection to stud with (3) rows of 0.22"x 4" long wood screws at 10 in on-center, Ledger installed directly to strucutral wall sheathing or studs SunStar Builders 25039 18531 Silverleaf P1 NE 98223 SHEET 24 of 24 .2 te, c' rt V el tiv 4,� S 'XI A ) 41 She ar 5 13-, ALL SPACING, EDGE DISTANCES, END DISTANCES SIZED ON PLAN REFERING TO DIAGRAMS ABOVE City of Arlington 14 (11 (0/1 18204 59th Avenue NE, Arlington, • • Washington 98223 Phone: 360-403-3551 jNG� WASHINGTON C Invoice Number: 25-0086 INVOICE Invoice Date: December 5, 2025 Account Number: 1874760069 Bill To: Invoice Questions? eMD Design Phone: 360-403-3551 105 Marysville Mall #1027 Email: ced@arlingtonwa.gov Invoice Due Date: December 5, 2025 Record Number: Permit A25-0091 Parcel Number: 00738500100200 Location: 18531 SILVERLEAF PL Date Description Paid Date Amount Paid Balance December 5, Building Plan Review(006.345.83.00.02) $203.35 2025 TOTAL: Permit Fees $203.35 $203.35 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------- REMITTANCE INFORMATION If you are paying by check, please include this portion with your payment and remit to the address listed on this invoice. Remittance Information Invoice Account Total Due Your payment is due by December 5, 2025 Number Numb This Number Invoice 25-0086 11874760069 1$203.35 eMD Design 105 Marysville Mall #1027 City of Arlington 14 (11 (0/1 18204 59th Avenue NE, Arlington, • • Washington 98223 Phone: 360-403-3551 jNG� WASHINGTON C Invoice Number: 26-0014 INVOICE Invoice Date:January 12, 2026 Account Number: 1874760069 Bill To: Invoice Questions? eMD Design Phone: 360-403-3551 105 Marysville Mall #1027 Email: ced@arlingtonwa.gov Invoice Due Date:January 12, 2026 Record Number: Permit 26-0003 Parcel Number: 00738500100200 Location: 18531 SILVERLEAF PL Date Description Paid Date Amount Paid Balance December 5, Residential Deck Fee $25.00 2025 December 5, Processing/Technology(320.341.43.00.02) $25.00 2025 TOTAL: Permit Fees $50.00 $50.00 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------- REMITTANCE INFORMATION If you are paying by check, please include this portion with your payment and remit to the address listed on this invoice. Remittance Information Invoice Account Total Due Your payment is due by January 12, 2026 Number Number This Invoice 26-0014 1874760069 $50. 00 eMD Design 105 Marysville Mall #1027 4rtk( tot( WASHINGTON Permit Information - - , 1 'nformat;^ Permit# 25-0091 Parcel # 00738500100200 Building ID Location 18531 SILVERLEAF PL Permit Type Residential Permit Use Deck Zone Permit # Subdivision Applicant Name eMD Design Address 105 Marysville Mall #1027 Applicant Email ERMIAS@EMDDESIGNPRA Phone 2067751471 Cell CTICE.COM Owner Name CRUTCHER BRYAN ANTHONY/NIKOLE RAE Address 18531 SILVERLEAF PLACE ARLINGTON, WA, 98223 Owner Email bacrutcher@gmail.com Phone Cell Contractor Address Contractor Email Phone Cell Pr—--, 1-f - ation Type/Improveme Accessory/Struct nt ure Current Use Proposed Use Current Zoning 0 Proposed Zoning Project Cost Project Value 12000 Current Use And Replace existing deck with a new covered deck Proposed Changes Lot Width Lot Depth Map Number Total Area of Building &Accessory Total Area of All Man-made Improvements Structures (Sq Ft) (Sq Ft) General Notes Restrictions/ Variances ©Community Development Online Portal Page 1 of 5 July 23, 2026 02:11 PM WASHINGTON Structure Information Structure Type # of Stories Usable Floor Area (Sq Ft) Structure Height # of Units Load per Floor (Lbs) Sign Dimensions # of Bedrooms # of Bathrooms Occupancy With Chairs Tables & Chairs Empty Room Foundation Foundation Type Footing Depth Material Foundation Information Setbacks Front& Setbacks Right & Rear Left Sides Setbacks Information Water Utility Public Sewage Utility Public Gas Utility Public Electric Utility Public Driveway Width # of Off Street # of Off Street Parking Loading Miscellaneous Information ©Community Development Online Portal Page 2 of 5 July 23, 2026 02:11 PM WASHINGTON Inspections Inspection # Inspection Type Status Date Inspector 26-0129 Framing Pass February 27, 2026 Kevin Olander 26-0242 Final Incomplete April 20, 2026 Kevin Olander ©Community Development Online Portal Page 3 of 5 July 23,2026 02:11PM 4rtk( tot( WASHINGTON Contacts Contact Name Type Project Address Phone eMD Design Others 105 Marysville Mall #1027 206-775-1471 eMD Design Others 105 Marysville Mall #1027 206-775-1471 CRUTCHER BRYAN Owner 18531 SILVERLEAF PLACE ANTHONY/NIKOLE RAE ARLINGTON, WA, 98223 eMD Design Applicant 105 Marysville Mall #1027 206-775-1471 ©Community Development Online Portal Page 4 of 5 July 23, 2026 02:11 PM 4rtk( tot( WASHINGTON Fees Fee Type Date Debit Credit Balance Permit Fees December 5, 2025 $0.00 $0.00 $203.35 $-203.35 $50.00 $-253.35 T O T A L $0.00 $253.35 $-253.35 ©Community Development Online Portal Page 5 of 5 July 23, 2026 02:11 PM WASHINGTON Permit #25-0091 Location:18531 SILVERLEAF PL Routing Details X Department: Permit Tech Intake Review - Deadline: December 12, 2025 - Approved: January 12, 2026 - Status: In Progress Permit Application #A25-0091 Location:18531 SILVERLEAF PL- by Admin - Hannah Hardwick- Fire Permit Technician II at December 5, 2025 09:OOAM Status: In Progress Activity Type: Pending Payment Hello, Your invoice for the plan review fee is now ready for payment. You can access and process the payment through our portal. Please visit the following link to view and pay your invoice: https://www.civicgov4.com/wa_arlington/portal/index.php?r=site/dashboard Admin - Hannah Hardwick City of Arlington Fire Permit Technician II hhardwick@arlingtonwa.gov 360-403-3549 Permit Application #A25-0091 Location:18531 SILVERLEAF PL- by Admin - Hannah Hardwick- Fire Permit Technician II at December 12, 2025 03:37PM Status: Approved Activity Type: Application Sent Admin - Hannah Hardwick City of Arlington Fire Permit Technician II hhardwick@arlingtonwa.gov 360-403-3549 Permit #26-0003 Location:18531 SILVERLEAF PL- by LaNay Hendrick- Permit Technician at January 12, 2026 09:04AM Status: In Progress Activity Type: Application Sent Hello, Your invoice is now ready for payment.You can access and process the payment through our portal. Please visit the following link to view and pay your invoice: ©Community Development Online Portal Page 1 of 7 July 23, 2026 02:35PM to" WASHINGTON https://www.civicgov4.com/wa_arlington/portal/index.php?r=site/dashboard LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Permit #25-0091 Location:18531 SILVERLEAF PL- by LaNay Hendrick- Permit Technician at January 12, 2026 09:49AM Status: In Progress Activity Type: Application Sent Hello, Your invoice is now ready for payment.You can access and process the payment through our portal. Please visit the following link to view and pay your invoice: https://www.civicgov4.com/wa_arlington/portal/index.php?r=site/dashboard LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Permit #25-0091 Location:18531 SILVERLEAF PL- by LaNay Hendrick- Permit Technician at January 12, 2026 11:52AM Status: Approved Activity Type: Application Sent LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Permit #25-0091 Location:18531 SILVERLEAF PL- by LaNay Hendrick- Permit Technician at June 11, 2026 04:12PM Status: In Progress Activity Type: Application Sent EXPIRATION NOTICE LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 @ Community Development Online Portal Page 2 of 7 July 23, 2026 02:35PM WASHINGTON Permit #25-0091 Location:18531 SILVERLEAF PL- by LaNay Hendrick- Permit Technician at June 29, 2026 04:07PM Status: In Progress Activity Type: Application Sent expiration notice LaNay Hendrick City of Arlington Permit Technician Iendrick@arlingtonwa.gov 360-403-3437 ✓ Department: Building - Approved: January 6, 2026 - Status: Approved Permit Application #A25-0091 Location:18531 SILVERLEAF PL- by Kevin Olander- Building Official at January 6, 2026 12:18PM Status: Approved Activity Type: Application Sent Plans approved with redlines see page S-3 for revisions. Kevin Olander City of Arlington Building Official kolander@arlingtonwa.gov 3604033433 ✓ Department: Civil - Approved: December 15, 2025 - Status: Approved Permit Application #A25-0091 Location:18531 SILVERLEAF PL- by Thad Newport- Development Services Engineering Manager at December 15, 2025 08:34AM Status: Approved Activity Type: Documents Review No civil comments. Thad Newport City of Arlington Development Services Engineering Manager tnewport@arlingtonwa.gov (360) 403-3434 ✓ Department: Planning - Approved: December 15, 2025 - Status: Approved Permit Application #A25-0091 Location:18531 SILVERLEAF PL- by Ameresia Lawlis-Associate Planner at December 15, 2025 11:51AM Status: Approved Activity Type: Application Sent Materials and design to match the existing residence. ©Community Development Online Portal Page 3 of 7 July 23, 2026 02:35PM 4rtk( tot( WASHINGTON Ameresia Lawlis City of Arlington Associate Planner alawlis@arlingtonwa.gov 360-403-3548 ✓ Department: Permit Tech Final Approval - Approved: June 30, 2026 - Status: Approved Manual Update- Permit Application #A25-0091 Location:18531 SILVERLEAF PL- by Admin - Hannah Hardwick- Fire Permit Technician II at December 5, 2025 08:57AM Status: In Progress Activity Type: Documents Review The following permit has been updated manually. Permit Application #A25-0091 Location:18531 SILVERLEAF PL Permit Application #A25-0091 Location:18531 SILVERLEAF PL- by LaNay Hendrick- Permit Technician at January 12, 2026 08:47AM Status: Approved Activity Type: Application Sent LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Permit #26-0003 Location:18531 SILVERLEAF PL- by LaNay Hendrick- Permit Technician at January 12, 2026 08:51AM Status: In Progress Activity Type: Application Sent Hello, Your invoice is now ready for payment.You can access and process the payment through our portal. Please visit the following link to view and pay your invoice: https://www.civicgov4.com/wa_arlington/portal/index.php?r=site/dashboard LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Manual Approval - Permit#26-0003 Location:18531 SILVERLEAF PL- by LaNay Hendrick- Permit Technician at January 12, 2026 08:55AM Status: Approved Activity Type: Documents Review @ Community Development Online Portal Page 4 of 7 July 23, 2026 02:35PM WASHINGTON The following permit has been approved manually. Permit#26-0003 Location:18531 SILVERLEAF PL Permit #25-0091 Location:18531 SILVERLEAF PL- by LaNay Hendrick- Permit Technician at January 13, 2026 10:52AM Status: In Progress Activity Type: Application Sent Hello, Please find attached the issued building permit. Please review any conditions and reach out should you have any questions. Inspection request instructions can be found on the permit. LaNay Hendrick City of Arlington Permit Technician Iendrick@arlingtonwa.gov 360-403-3437 Manual Approval - Permit#25-0091 Location:18531 SILVERLEAF PL- by LaNay Hendrick- Permit Technician at January 13, 2026 10:53AM Status: Approved Activity Type: Documents Review The following permit has been approved manually. Permit#25-0091 Location:18531 SILVERLEAF PL Permit #25-0091 Location:18531 SILVERLEAF PL- by Admin - Hannah Hardwick- Fire Permit Technician II at June 30, 2026 11:30AM Status: Approved Activity Type: Expiration Notice Hello, This email is to inform you of the upcoming expiration date for this permit. Please ensure that an inspection has been requested and approved prior to the expiration date. If you are not ready an inspection prior to the expiration date, please email ced@arlingtonwa.gov requesting an extension.The request needs to state cause for the extension and requires approval by the Building Official once received.Additional fees may be required upon extension approval. Please log on to your account to request an inspection, or you can also call in an inspection request at 360-403-3417. Admin - Hannah Hardwick City of Arlington Fire Permit Technician II hhardwick@arlingtonwa.gov 360-403-3549 @ Community Development Online Portal Page 5 of 7 July 23, 2026 02:35PM 4rtk( tot( WASHINGTON Record Actions New Permit Application #A25-0091 Location: 18531 SILVERLEAF PL By Admin - Hannah Hardwick- Fire Permit Technician II at December 5, 2025 08:20AM Hello, A new permit application has been submitted for review. Please login to your CIVICGov Web Application account and visit the link below to view the permit details. https://www.civicgov4.com/wa_arlington/permits/details/92 If you cannot click on the link above, please copy and paste the entire link in the browser address bar. Sincerely, CIVICGov Team. Manual Update- Permit Application #A25-0091 Location:18531 SILVERLEAF PL By Admin - Hannah Hardwick- Fire Permit Technician II at December 5, 2025 08:57AM The following permit has been updated manually. Permit Application #A25-0091 Location:18531 SILVERLEAF PL Condition #1 Added By LaNay Hendrick- Permit Technician at January 12, 2026 08:54AM Condition: Approved job copy shall be onsite for inspections Condition #2 Added By LaNay Hendrick- Permit Technician at January 12, 2026 08:54AM Condition: Adhere to approved plans Condition #3 Added By LaNay Hendrick- Permit Technician at January 12, 2026 08:54AM Condition: Call for inspections Manual Approval - Permit#26-0003 Location:18531 SILVERLEAF PL By LaNay Hendrick- Permit Technician at January 12, 2026 08:55AM The following permit has been approved manually. Permit#26-0003 Location:18531 SILVERLEAF PL Condition #4 Added By LaNay Hendrick- Permit Technician at January 12, 2026 08:55AM Condition: Plans approved with redlines see page S-3 for revisions. Condition #5 Added By LaNay Hendrick- Permit Technician at January 12, 2026 08:56AM Condition: Materials and design to match the existing residence. Manual Approval - Permit#25-0091 Location:18531 SILVERLEAF PL By LaNay Hendrick- Permit Technician at January 13, 2026 10:53AM The following permit has been approved manually. Permit#25-0091 Location:18531 SILVERLEAF PL Inspection #26-0129: Result- Pass By Kevin Olander- Building Official at February 27, 2026 02:47PM ©Community Development Online Portal Page 6 of 7 July 23, 2026 02:35PM WASHINGTON Framing Inspection #26-0129: Result- Pass Footing inspection Inspection #26-0242: Result- Incomplete By Kevin Olander- Building Official at April 20, 2026 04:51PM Final Inspection #26-0242: Result- Incomplete Please call 206-778-7624 ©Community Development Online Portal Page 7 of 7 July 23, 2026 02:35PM Y O� 18204 59th Avenue NE • ' • 14 op Arlington, Washington 98223 to tt Phone: 360-403-3551 jNG� WASHINGTON C Residential - Deck Permit Parcel:00738500100200 Permit#:23-0091 Permit Address:18531 SILVERLEAF PL Date Issued:January 12,2026 Description of Work:Replace existing deck with a PERMIT EXPIRES 180 DAYS new covered deck AFTER DATE OF ISSUANCE. Valuation:$12000 Code Year:2021 OWNER APPLICANT CONTRACTOR CRUTCHER BRYAN ANTHONY/NIKOLE RAE 18531 SILVERLEAF PLACE ARLINGTON,WA, eMD Design 98223 105 Marysville Mall#1027 2067751471 bacrutcher@gmail.com ERMIAS@EMDDESIGNPRACTICE.COM registration_number: 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. 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. This permit authorizes only the work noted and covers work to be done on private property only. Any construction on public domain (curbs, sidewalks, driveways, marquees, etc.) will require a separate permit. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the construction project complies with all applicable design review requirements. CONDITIONS 1.) Approved job copy shall be onsite for inspections 2.) Adhere to approved plans 3.) Call for inspections 4.) Plans approved with redlines see page S-3 for revisions. 5.) Materials and design to match the existing residence. INSPECTIONS Inspection Line: 360-403-3417 Call for inspections by 3:30 pm for next day inspection. Please allow 48 hours for Fire Inspections. Please provide the following information when leaving a message: Permit Number, Type of Inspection, and provide preference of morning or afternoon inspection. Inspection Portal: Please login to customer portal and submit for the desired inspection type for the permit. Kevin Olander Building Official ASSOCIATED FEES Date Description Paid Date Amount Paid Balance December 5, Residential Deck Fee $25.00 2025 December 5, Processing/Technology(320.341.43.00.02) $25.00 2025 December 5, Building Plan Review(006.345.83.00.02) $203.35 2025 TOTAL: Permit Fees $253.35 $253.35 Credit/Debit Card 86 Payment Successful December 8, 2025 $203.35 $50.00 Credit/Debit Card 183 Payment Successful January 12, 2026 $50.00 $0.00