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HomeMy WebLinkAbout18531 Silverleaf Pl Ne_BLD6798_2026 COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITED STATES CODE CRUTCHER DECK PROJECT RES . GENERAL NOTES SYMBOL NOTATION PROJECT OWNER:BRYAN CRUTCHER eV .M0 S THE AUTHOR OF THESE PONE AND CLAMS A"PYR GHT N THESE PLANS AND THE DESIGNS CONTAINED N THESE PHONE#:425.341.5969 LANE THIS RIGHT E MADE UNDER SALE 11 OF THE UNITED STATES CODE AND ALL WILL L TAKE ORESP E ANDgE Gx L1WE. —" THESE covvR GHreO DRAW xo F Es,wE To BE us'D FOR REFERExcE oxLr:MD w LL TAKE xo REsvoxs a Lrry FOR ANY EMAIL:BACRUTCHER@GMAILCOM CHANGESMADETOTHEEEDOCUMENTS BY Or PATVAND NO MCENEE LR GIVEN FOR TRANSFER OF THESE COPYRIGHTS MGRHA■ATV 0 ASnVLT TO ANOTHER PARTY -- DESIGNER:ERMIAS HAILU 0 BATTM91NlI1M1 ermias@emddesignpractice.com CONTRACT GENERAL NOTES emddesignpractice.com THESE GENERAL NOTES PERTAIN TO THE WORK DESCRIBED ON ALL CONTRACT DOCUMENTS. � SPITaHATKN +U-U eMOt Phone#:206-775-1471 NECESSARY TO PRODUCE SUCH CONSTRUCTION,AND ALL REQUIRED AND THE CONTRACTIN DOCUMENTS AND OBEI CALL LABOR FSA,AIKN - 0� PL,_,:__+E U1U■OR ATHE WORK COMPRISES THE COMPLETED CONSTRUCT ALL MATERIALS aNO EQUIPMENT INCORPORATED OR TO BE INCORPORATED IYJr IN SUCH CONSTRUCTICK, 1T PCOFLDPE ttAN ..- - - C'IOEIE PROPERTY INFO B.THERAL.SU LEMENARY,ANDNSIST OF THE OWNER CON TRACTOR AGREEMENT,THE ONO,CON NDAL ADDENDA TRACTISSUED 3^1i p0Op SYMBOL 'IFS (GENERAL,SUPPLEMENTARYSSUED AFTER EXECUTION OF THE DRAWINGS,THE SPECIFICATIONS,AND ALL ADDENDA ISSUED PRIOR r ■■nc Qcrnx - TO AND ALL MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT. AA1 onOA � ENIH wNDav srxeDL raM>E ADDRESS: 18531 SILVERLEAF PLACE TOHOD TEK ISTNCONFORM ANYWITHITHE OF THE DESIGNER ARE NOT ORE e'SCALED FOR THINFORMATION IF UNABLE ARLINGTON,WA 98223 �- TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK,CONSULT WITH THE DESIGNER BEFORE PROCEEDING WITH CONSTRUCTION. M1 WALL4CIIONM � A['SSIWYSYMM% .� MIAYd 'yA - D.SHOP DRAWINGS,PRODUCT DATA,AND SAMPLES ARE NOT PART OF THE CONTRACT DOCUMENTS.THE DESIGNER WILL REVIEW APN: 00738500100200 N REQUUTONLYFORCONFORMANCE WITH THE DESIGN CONCEPT OF THE WORK AND WITH THE INFORMATIONGIVEN IN THE pppppgp GY9A#ABOND RACTD000METS.THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR AT DEVIATION FROM THE ' I1ETAlULL'Ir �n� CON N_ LOT: 2 N#•.�� REQUIREMENTEOFTHE CONTRACT DOCUMENTS BY THE DESIGNER'S REVIEW OF SHOP DRAWINGS,PRODUCT DATA,OR SAMPLES. AAI ]1 DypgygF,4T� THECONTFACTOR SHALL PURSUE WORK INA CONTINUOUS AND DILIGENT MANNER TO INSURE THE TIMELY COMPLETION OF THE C'"I'IR■E ZONE: RLC K! PROJECT. //��,` P%PERIr LNE J F.THECONTRACTOR SHALL SUPERVISE AND SECTTHE WORK USNGHSHER BEST SKILL RRON�AND ATTENTION—HE SHALL BE 1\"-"J4 �AE A YlW10D9(A V/ SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS METHODS TECHNKJUES,SEQUENCES, EQUENCES AND PROCEDURES AND FOR �� COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. B G.BEF E "^^� RDDMNAMEa ----- �°" ��"^�' SHEET INDEX M�■I� � ANrERR R IN EXI HE,HEMAY _ u#iAETR1'gNii nvoR.ox Rix'woRKMENTS OR, AER xEO APPx Eo HH oxnwlx Rvx Roar _ARLvmxo.ouoa —ate— sTEa A0.1 TITLE SHEET S1 GENERAL NOTES MIMBHI A1.0 SITE PLAN S2 FRAMING&FOUND. _- 1LE�CVpET owr,EWRODP 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 ORS MANTA% -E-E- DEMO PLAN S4 GUARD POST O - RUBBISH CAUSED BY HSHER OPERATIONS.TATTHE COMPETKX"OF THE WORK HEISHE SHALL REMOVE ALLH&HER WASTE IO a— rul¢uc TECTUM A3.1 ELEVATION M-WERR�FD SURPLUS MATERIALS. TITHE PROJECTaS WELL AS ALLH SHER TOOLS CONSTRUCTION EQUIPMENT,AND 6�- SNarAMISnV& -- WOODRN@I 91 DETAIL N RUBBISH FROM AND ABOUT Ln/ 1. RE T �� A3.2 ELEVATIO ELECTRICAL/COMMMCAT ONCOORDINATE AND WIITCHST AND EXACT WITI THE DESGNERNATION OTHEFELDBFORE PROCEEDING WITH PARTITIONS,DOORS,T-PH ES �+®� r�r TBFV UNE ❑ CONSTRUCTION. 1 FLASE A J.THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS TO BE FREE FROM DEFECTS FOR A MINIMUM OF'"'YEAR I -MAY- WAlBl11( r, vZ 111J1 FROM THE ATE OF FINAL ACCEPTANCE AND PROMPTLY REMEDY SUCH DEFECTS AND ANY SUSSES OF ADUENT DAMAGE CAUSED BY THE `J REQUIRED AND WITHIN THE TRACT THEIR CONTRACTOR SHA Uj DIL BE RESPONSIBLE FORFECTS OR REPAIR THEREOF,AT NO EXPENSE THEDOCUMENTS AND OMISSIONS THE OWNER. OFHI-ES ER EMPLOYEES SUBCONTRACTORSTER THAN ONE ANR KAY ED O I� "3y DE --_ - - `-- AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY WORK UNDER A CONTRACT WITH THE CONTRA TOR. " CODES - - -- - - UTILrIES,STRUCTURES,ADJACENT STREETS AND IMPROVEMENTS DURING THE PERIOD OF CONSTRUCTION". _ THE CO TRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION ANDOR PROTECTION OF ALL EXISTING AND PR VICINITY MAP BASED ON THE 2021 I.R.C,2021 UPC,2021 WA w M.WHERE PRE-MANLFACrURED OR PREFABRICATED ITEMS ANDroR 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, HERE 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 ITEM AND/OR MATERIAL SHALL BE OCCUPANCYGROUP SFR \< PROVIDED AS IF SHOWN AND DETAILED IN FULL.PROVIDE MEANS TO FURNISH AND INSTALL " J O.UNLESS OTHERWISE PROVIDEDIN 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 1w 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 ISM 0-- LL BE REVIUCTION THE DE OF SIGNER. ME 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 SHALL BE PERFORMEDCODEWITHINAPPLI CONFORMANCE TO THE MINIMUCAL LAWARDSOFTUENS,ANDTEDITIONE - -' - EXIST,FIRST LEVEL 1,037SF U) W THE INTERNATIONAL BUILDING CODE MD ALL APPLICABLE NATKKJAL STATE,AND LOCAL LAWS.REGULATIONS,AND ORDINANCES. � _ - - ---- � EXIST.ATT.GARAGE 420$F 11 I 1 R.THE CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL SAFETY DURING CONSTRUCTION,AND ALLWORK SHALL CON FORM TO W J PERTINENT SAFETY REGULATIONS. E.THE CONTCLUDINE PIPING,DUCTS LOK MD COF ANY COOMIMECHALL REQUIRED LIGHTING,AND An, Of the winds PLUMBING INCLUDING ALL PIPING,DUCT WORK AND CONDUIT.COORDINATEALL REQUIRED CLEARANCES FOR INSTALLATKKJ AND TOTAL LIVING AREA 2,941SF 420SF MAINTENANCE OF THE ABOVE EQUIPMENT. Casino Resort S Uj T.UNLESS OTHERWISE PROVIDED IN THE CONFRACTDOCUMENTS,THE CONTRACTORSHALLPROVIDE AND PAY FORALL 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.WHERECONFLICTB 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 REMSMISACRMATERIALSAREPURCHASEOFABRICATED,ANDIORINSTALLED. ArIIngIOR FULLY SPRINKLERED NO r SITE PLAN NOTES & OWNER INFORMATION PROJECT DESCRIPTION Z) m O F2 Scope of Work-NEW Deck and Deck cover 00 OWNER: YAN CRUTCHER PROJECT PHONE#: 4 S41.1%0 LOCATION Mead, eACRUTCHERAoMNL.caa (EXTERIOR WORK ONLY):The work involves ..RESS: 13E31 ELIVERLEAFPLACE County F adding a deck at the back end of the property ARLINGTON,WA%223 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. CONTRACTOR TO VERIFY LOCATIONS OF EXTENSIONS. 3.NO SITE 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 EOGE[o B Z 3.SEWER DISTRICT:MARYSVILLE/ARLINGTON INTERLOCK LAKEWORD O tl City of Arlington = I Q w 18104 591h Avenue NE Arlington,Washington 98113 I ��# PHONE#:(360)403-3551 w I I _ PERMIT#: w 7 LOT COVER rt SITEAREA 9,147SF v�/'� u) U EXISTING RESIDENCE 1,037SF w c~j EXISTING ATTCH.GARAGE 420SF NEW ADDITIONPC Q T a a ■ z -_ TOTAL 1,457SF z o w -- w o TOTALCOVERAGE 1,457/9,147=15% /\/��J�\/ � 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 L O DESCRIPTION INFORMATION ON THIS SHEET FOR rn N N GENERAL USE ONLY. 2.CONNECT UTILITY EXTENSIONS TO EXISTING UTILITIES. NEW DECK COVER CONTRACTOR TO VERIFY LOCATIONS OF EXTENSIONS. 3.NO SITE DISTURBANCE PROPOSED. NOTE \ Airport Protection District Sub district(D) WATER DISTRICT:CITY OF MARYSVILLE WATER „ \ \ SEWER DISTRICT:MARYSVILLE/ARLINGTON INTERLOCK LOWER LEVEL EXTERIOR WALL AREAOFWORK NEW DECKAND\\ EXIST. RES. \ i / � \ DECK COVER 00738500100300 \ NEW K a DECK COVER ROOF PLAN / \ &COVVER IN\ N 17 =r-o^ \ 010 / ' \ O 0 0. `\ \ 007381001021011 \ o \ Q CONNECT DOWNSPOUTS\ \ \\ \ \ TOP PLASHBALOCKS X5,T AERIAL MAP \ EXIST. RES \\ DIN \\ \ 0 \ \ \ \ 00738500100200 \ � � (N)STAIR \ \ L r, Z � o w J (E)PORCH NOTE: \I G w \ \ \ U HARD SURFACE AREAS SHALL BE MANAGED ON-SITENEW AND � Q EXIST.ATT AND NOT ADVERSELY IMPACT ADJACENT PROPERTIES. � J 1 GARAGE t.J ^ (E)PATIO ` \ \\ w L.L Q v5 w (E)DRIVEWAY - -'DN (E)STAIR Hwy J \. w (P LU � �G \ , ' U U) � � 00 \0 � / / 00738500100100 U T 1 N511(i �,• � \ i `�' • parcel ID 00738500100200 i ij r , w ^� U z 0 n SITE PLAN w z U U w O U R Q IIIz O � N T w o w < 0 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 TRAFN 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 UTILMES DISCOVERED DURING III iii .. T WERE PREVIOL-UNIDENTIFIED SHALL BE REPORTED TO THE DESIGNER "(E)PATIO BEFORE REMO ALVALOR DSCONNECTION. <.REMOVE LEXISTINGCONSTRUCT ASDESIGNATEDONDEMOLRKKJPLAN. 5.PATCH EXISTING CONSTRUCTION TO REMAIN TO MATCH EXISTING ADJACENT ❑ III CONSTRUCTION EXIEXISTINGDOORS AND WINDOWS ARE DESIGNATED NATED TO BE REMOVED, III CONSTRPENGwLESSNO DOTION TO MATCH EXISTING ADJACENT N. CONSTRUCTION UNLESS NOTED PLUMBING FIXTURES, LL MENT,M NT CHANIC AS PLUMB Np AIR CONS IONINGICAL FIXTURES TO ND BE DEMO DECK EQUIPMENT MECHANICALED OVER AIR O NDR OR RED ETC.,TO E III - RETHV OW NERLL BE TURNED OVER TO THE OWNER OR STORED AS DIRECTED BYTHEIII III III DEMO STAIR -1I -0-F-1-IF-T III DN (E)LANDING (E)STAIR I II II II II II I I II II II II II II I III (E)BE.GLASS DOOR ILA-LJI-L J-ILJ-LJIJLJL ------------ ------ e EXIST. RES. ivitD EXIST DECK&DEMO PLAN 1/4"=1'-0" 4ftll M N N co za FO-o ED Q I .. .. . . ,(E)PATIO .. O .... :"." U z N 5_q r Lu J NEWSDECK NEW STAIR 312 0 Q - I 1 I DN - - L.LI (E)LANDING (E)STAIR'. U E SL GLASS DOORui - - - U J 0 EXIST. RES w w J 4 NEW PROPOSED DECK c �VVcr w U U) T NEW POST PER.STRUCT. NEW DECK ABOVE - 00 ' ..(E)PATIO _ EQ EQ EQ _=� I II .. ,.. II w Ii 71 � I U H N Z U (E)LANDING w (E)STAIR Lt w w x Z EXIST. RES F w N ROUND LEVEL � Z �1/4"=1'-0/4"=1'-0" oZ CV 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 m ROOF 22 0TOP n V Z (E)ROOF O TOP PLAT / U z 16'-10" W J �E) (E)SIDING 0Ir (N)SKYLIGHT O Q Cc w (N)DECK COVER !, PER.STRUCT. V Y Q UPPER U LEVEL. J - - - - - - - - 8'--10" w IF LL c)(N)POST ` 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 Lo L L00 (E)RETAINER WALL w 2 NORTH ELEVATION U U N Q w � w w Z C3 U U W ° T Qa z M■ / O z w w o 0 � w 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 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. & (N)STAIR (N)DECK STRUCT. PER.STRUCT. M = N .� - -- co 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 y J H LL (N)SKYLIGHT (E)SIDING w (N)DECK Cc w COVER PER.STRUCT. w = J _ UPPER LEVEL. n U U) (N)POST T PER.STRUCT. coPREMANU. 00 HANDRAILS (E)PORCH GARDE POST T (N)DECK PER STRUCT. MAIN LEVE0L." V n 0'- --- GARAGE LE L. w 1 0 U v N Q w w w V U U U SOUTH ELEVATION w ^' a M z / O z w C7 N p Qop 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 Si - 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. Im 18 TOP PLATES, LAPS AT CORNERS AND (3)3"x 0.131"NAILS FACE NAILS Q 12O LIGHT GAUGE FRAMING CONNECTORS: INTERSECTIONS ,H 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 U 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 O C9 O 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 U 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 En co 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~ Lf) 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 MUUSTING FOR UECK SPANJ COSTS IS 16"FOR NTINUOUSLY SLY OVER AT TBLEASTTS INSTALLED T THREE SUPPORTS PERPENDICULAR TO TWODSPANECK JOCISTS. DECK 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-III-III-III-III-III-III-III-III-III-III-III-III-I I-I I I-I I I-I I I-I o -I 1 III III 111=111=111=1 I=III=III=1 -111-111=111=1 I-III=III=III=1 =1 1 =1 =1 =1 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 z �O STEEL FLATHEAD SCREWS AT 16"oc MAXIMUM, WHEN INSTALLED AT EACH SUPPORT. o TREX SQUARE-EDGE BOARDS(NO EDGE GROOVE) ARE INSTALLED WITH TWO STAINLESS STEEL NO. 8 OR NO. 10 BY 2.5 INCH LONG COMPOSITE DECK SCREWS, AS RECOMMENDED BY THE MANUFACTURER AT EACH 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. 00 CE W 0 C5 Z z Z W w 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, d 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 'Op /11111� YFLAT PT 2x6 DIAGONAL BRACING, ATTACH BRACING TO UNDERSIDE OF EACH JOIST WITH (2) 10d NAIL SEE SECTION 4/S3 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, 00 SECTION 3/S3 - 0RP Q eos'� CONNECT EACH STRINGER TO DOUBLE DECK JOIST WITH LSCZ CONNECT STRINGERS TO DROP BEAM WITH H2.5AZ FASTEN EACH STRINGER TO SILL ABOVE FOOTING BELOW WITH A34Z `s SECTION 10/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 U 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, V-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" 3. SEE PT 4SECP ONT I/93 NSIMTSEOCTION FOOTING BELOW WITH ABA44Z POST BASE, zo o wo j �z ®IF2 F2'®' M F2 \ I I w O I I FOOTING SUPPORTING STAIRCASE BASE - F3 a F2 I1. 12" WIDE BY 18" DEEP STRIP FOOTING, i a a® JF3 2. (1)#4 REBAR TOP AND BOTTOM OF FOOTING, z 3. PROVIDE PT 2x1O SILL PLATE ABOVE STRIP FOOTING, ul o 4. CONNECT SILL PLATE TO STRIP FOOTING WITH w/(3)5/8"k4"LONG TITEN HD o EXIST HOUSE FOUNDATIONS GALVANIZED ANCHORED BOLT w/ 3"x3"x0.229" PLATE WASHER, \ 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 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 41 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�'_N_ : DECK JOIST PER PLAN FACE MOUNT HANGER PER PLAN WITH (12) 10d (TYR) 11 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 /z' MIN 1 112' MIN. DECKING II—III II III III—III III III—III— SECTION JOISTS _ PT 4x6 POST PER PLAN, BRACING ,IIII III,,I�I„III III II III III I11-1�I-1 CONNECT BEAM TO COLUMN PT 4x12 DROP PT 2x DECK JOIST PER PLAN STITCH III— —III- w/(2)AC6Z AT INTERMEDIATE BEAM PER PLAN COLUMNS AND (2)LCE4Z AT END COLUMNS =1�II�I III_ III—III I�Ill -1 -1 III III - 1- 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 SECTION ❑2 SECTION 0 SECTION SCALE: 3/4" = 1-0 SCALE: 3/4" = 1-0 SCALE: 1-1 2 = 1-0 SCALE: 3/4" = 1-0 �O Q¢ 7/16" OSB ROOF SHEATHING, LONG SIDE PERPENDICULAR TO RAFTERS. PROVIDE 2.8 BLOCKING 8d NAIL AT 6"oc INTO EXIST EXIST 2x STUD WALLr2x8 3-SPAN. NAIL 8d AT 6"O.C' AT STUD BAYS Z EL EDGE NAILING AND 12"O.C. FLOOR JOIST WITH TENSION EAST UPPER FLR WALL F TIE, SMALLER OF(FULL LD NAILING. 8d NAIL AT 6"oc INTO U LENGTH OR 10FT) EXIST 2x STUD WALL EDGE RAFTER WITH W NORTH UPPER FLR WALL TENSION TIE VZZ1 F '\,— Q O Z 2x8 AT 24"oc Z RAFTERS Q (2) DTT2Z TENSION TIES WITH O Z 1/2"6 ALL-THREAD ROD FACE MOUNT H1AZ CLIP AT EACH RAFTERS w PL ERS, z Q PER AN, ONCEALED 0 E HANGERS ItZ TENSION TIES WITH OST PER PLAN, AS NEEDED 1/2"0 ALL-THREAD ROD CONNEOST C 4 4PT 4x4TBEAM 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 w/(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 Ld J DECK TENSION TIE CONNECTION - (� coDTT2Z LEDGER TO STUDS RAFTER TO DROP BEAM ��6, SECTION ❑5 SECTION © SECTION ISECTION ® =w Q O 0 SCALE: 3/4" = 1-0 SCALE: 3/4" = 1-0 SCALE: 3/4 = 1-0 SCALE: 3/4" = 1-0 ?2�' 00 J Z O DOUBLE JOIST PER PLAN U Vl O� Lf) �Ox.0 Z_0 00 QI"D z J YD 0Q'00D CD CONNECT o CO�Q a0 CONNECT BOTTOM OF POST TO DECK DROP BEAM WITH BC40Z zo 0`j 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 CON,w/5/8"0x4"LONG �^ THEN HD GALVANIZED AT 12"oc wo �z I- -I I I—I I I III—III=1 I I1 I I=1�1=1 11=1 I I—I�I—ll w III III III—ICI—ICI -1�1-1�1- —IIIIIII I- a I _ ' — — — STRIP FOOTING SUPPORTING z ,� STRINGER ASSEMBLY -I I III I =III 1 INGERS =1I1=1I1=1I — #4 TOP AND BOTTOM 0 SECTION 10 -- - 1-1i1-1i1 SECTION ❑9 a w SCALE: 3/4" = 1'-0" 12" SCALE: 3/4" = 1'-0" m V / � � U U N O W O 0 Z 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,. IlL 3/4" 2" N A O a p PREFABRICATED GUARD POST a DECKING PERPENDICULAR TO ANCHORAGE PLAN Ozz 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 p W - O Z oo O0 p Z CD � U Q z w} J U 00 Q CD d m Q d 0 Z O N Lj >ti w Q K O U m N Z O N W K Z O N WO K Z a x z � '^ o O � Z 4 w � m N rj O O i � � U O N O W O � Z z Z W w z o a = RE: Permit Number: BL6798 This is a review response to the letter that was received. The revision is marked with a number(1)on the plan set and clouded.The revisions are as follows: • Please see added note on sheet A1.0 for stormwater concern • Please refer to sheet A1.0 to see the added sqft for the deck Please let us know if you have any questions or would like additional information. I am also available by phone if you would like to contact me. Sincerely, QMD design practice Ermias Kotu e M D Design Practice LLc ermias@emddesingpracitice.com 206.775.1471 WIN City of Arlington Community & Economic Development I!D I December 18, 2025 Bryan Crutcher 18531 Silverleaf PL NE Arlington,WA, 98223 RE: Residential Zoning Verification Application Project Address: 18531 Silverleaf PL NE Arlington,WA, 98223 Project No.: 6798 Hello, The residential zoning verification for 18531 Silverleaf PL NE Arlington,WA, 98223 has been approved with the following conditions: • Stormwater runoff from new and replaced hard surface areas shall be managed on-site and not adversely impact adjacent properties. The next step will be submitting a Building permit application for the work. The applications can be found and submitted on our website. If you have any trouble submitting online,you can email us the completed application and any required documents to CED@arlingtonwa.gov. Should you have any questions or require assistance, please contact me at 360.403.3549 or hhardwick@arlingtonwa.gov. Sincerely, LaNay Pray Permit Technician I Community&Economic Development Date: 06/23/2026 Permit#: 6798 Permit Date: 10/30/2025 Review Date: 10/30/2025 Permit Type: RESIDENTIAL ZONING VERIFICATION Review Type: RESIDENTIAL ZONING VERIFICATION Target Date: 11/13/2025 Scheduled Time: 00:00 Completed Date: 11/17/2025 Description: No Issues, Building permit required for construction Review Status: Approved Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.25 Property Information Parcel#: 00738500100200 GIERHAN RONALD D GIERHAN RONALD D 18531 SILVERLEAR PL 18531 SILVERLEAF PL NE ARLINGTON, WA 98223 Zoning: 100 SINGLE FAMILY RESIDENCELot: Block: Date: 06/23/2026 Permit#: 6798 Permit Date: 10/30/2025 Review Date: 10/30/2025 Permit Type: RESIDENTIAL ZONING VERIFICATION Review Type: RESIDENTIAL ZONING VERIFICATION Target Date: 12/08/2025 Scheduled Time: 00:00 Completed Date: 12/04/2025 Description: See note Review Status: Approved Assigned To: PLANNING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Notes For applicant: It appears that the square footage for the addition is missing on and not included in the lot coverage calculation pg.A1.0. Please provide the actual square footage of the proposed deck. For Staff: It appears a Zoning Permit was filled out instead of a Zoning Verification Staff notes: 11/05/2025 Plat: The woodlands sector III 1.Actual lot size per Plat Map = 9147 sf 2. Existing from County: House= 1037 sf, Garage=420 sf, Deck=228 sf 3. Total Existing= 1685 sf *Existing deck to be replaced with new 4. New: = sf 5. New Total= sf 5. Lot coverage: sf/sf= % Hi LaNany, 12/01/2025 Please find attached the revised plan set and the response letter addressing the comments. Kindly let me know if anything further is required. 12/04/2025 19.333% lot coverage Setbacks met Property Information Parcel#: 00738500100200 GIERHAN RONALD D GIERHAN RONALD D 18531 SILVERLEAR PL 18531 SILVERLEAF PL NE ARLINGTON, WA 98223 Zoning: 100 SINGLE FAMILY RESIDENCELot: Block: Date: 06/23/2026 Permit#: 6798 Permit Date: 10/30/2025 Review Date: 10/30/2025 Permit Type: RESIDENTIAL ZONING VERIFICATION Review Type: RESIDENTIAL ZONING VERIFICATION Target Date: 11/13/2025 Scheduled 00:00 Time: Completed 10/30/2025 Date: Description: Stormwater runoff from new and replaced hard surface areas shall be managed on-site and not adversely impact adjacent properties. Review Status: Approved with Conditions Assigned To: Development Services Manager Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 00738500100200 GIERHAN RONALD D GIERHAN RONALD D 18531 SILVERLEAR PL 18531 SILVERLEAF PL NE ARLINGTON, WA 98223 Zoning: 100 SINGLE FAMILY RESIDENCELot: Block: Permit#: 6798 Permit Date: 10/30/25 Permit Type: RESIDENTIAL ZONING VERIFICATION Project Name: CRUTCHER RES DECK PROJECT Applicant Name: Bryan Crutcher Applicant Address: 18531 Silverleaf PL NE Applicant, City, State, Zip: Arlington ,WA 98223 Contact: Design eMD Phone: 206-775-1471 Email: ERMIAS@EMDDESIGNPRACTICE.COM Scope of Work: New Cover Deck Valuation: 12000.00 Square Feet: 312 Number of Stories: 1 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 12/04/2025 Permit Expires: 06/03/2026 Form Permit Type: RESIDENTIAL ZONING VERIFICAITON Status: COMPLETE Assigned To: LaNay Hendrick Property Parcel# Address Legal Description Owner Name Owner Phone Zoning GIERHAN 100 SINGLE 00738500100200 18531 SILVERLEAF PL NE FAMILY RONALD D RESIDENCE Plan Reviews Date Review Type Description Assigned To Review Status RESIDENTIAL ZONING No Comment 10/30/2025 VERIFICATION AIRPORT Received 10/30/2025 RESIDENTIAL ZONING No Issues,Building permit required for construction BUILDING Approved VERIFICATION Stormwater runoff from new and replaced hard surface RESIDENTIAL ZONING Development Approved with 10/30/2025 VERIFICATION areas shall be managed on-site and not adversely impact Services Manager Conditions adjacent properties. 10/30/2025 RESIDENTIAL ZONING See note PLANNING Approved VERIFICATION 10/30/2025 RESIDENTIAL ZONING No comments,KS&LT PW-ADMIN-GIS Approved VERIFICATION 10/30/2025 RESIDENTIAL ZONING No comments,Timm PW-WAT-REV Approved VERIFICATION 10/30/2025 RESIDENTIAL ZONING No comments,JW PW-SEW-REV Approved VERIFICATION Attached Letters Date Letter Description 10/30/2025 Web Form-Building Application Notes Date Note Created By: 05/27/2026 Expiration notice sent LaNay Hendrick 04/27/2026 Expiration notice sent LaNay Hendrick 12/18/2025 sent letter for RZV LaNay Hendrick 11/18/2025 applicant inquired about status of application-I had already sent the comments and request for LaNay Hendrick information but had not heard back.Sent email again to help clarify 11/17/2025 send email to applicant regarding conditions and information requested LaNay Hendrick Uploaded Files Date File Name 12/18/2025 299745 11-Residential Zoning Verification Letter-Copy..pdf 12/01/2025 29737000-RESP.LETTER.pdf 12/01/2025 29736998-PLAN SET.pdf 10/30/2025 db4beab9ffc445dd6593e40a60d9d7de Zoning Permit Application Packet Signed .pdf 10/30/2025 16f89c70dOblb6723878d6bOf550dabd PLAN SET.pdf COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 17 OF THE UNITED STATES CODE CRUTCHER DECK PROJECT RES . GENERAL NOTES SYMBOL NOTATION PROJECT OWNER:BRYAN CRUTCHER eV .M0 S THE AUTHOR OF THESE PLWE AND C_Ms A"PYR GHT N THESE PLANS AND THE DESIGNS IINTNNED N THESE PHONE#:425.341.5969 LANE THIS RIGHT E MADE UNDER SALE 11 OF THE UNITED STATES CODE AND ALL WILL ORESP s AND F'NE Gx L1WE. —" THESE covvR GHreD DRAW xo F Es,wE To BE us'D FOR REFERExcE oxLr:MD w LL TAKE xo REsvoxs a Lrry FOR ANY EMAIL:BACRUTCHER@GMAILCOM CHANGES MADE TO SAEEE DOCUMENTS SY ANOTHER PATVAND NO MCENEE LR GIVEN FOR TRANSFER OF THESE COPYRIGHTS MGRHA■ATV 0 ASnVLT TO ANOTHER PARTY -- DESIGNER:ERMIAS HAILU 0 a"Tr�""T0M ermias@emddesignpractice.com CONTRACT GENERAL NOTES emddesignpractice.com THESE GENERAL NOTES PERTAIN TO THE WORK DESCRIBED ON ALL CONTRACT DOCUMENTS. � SPITaHArgN +O_U eMOt Phone#:206-775-1471 NECESSARY TO PRODUCE SUCH CONSTRUCTION,AND ALL REQUIRED AND IN DOCUMENTS ANDTO INCORPORATED FSA,Al10N - 0� PL,_,:__+E U1U■OR ATHE WORK COMPRISES THE COMPLETED CONSTRUCT ALL MATERIALS aNO EQUIPMENT INCORPORATED OR TO BE INCORORATED RJr IN SUCH CONSTRUCTICK, TT 9GOFLDPE ttAN ..- - - C'IOEIE PROPERTY INFO B.THERAL.SU LEMENARY,ANDNSIST OF THE OWNER CON TRACTOR AGREEMENT,THE CONDITIONS AND ADDENDA TRACTISSUED 3^1i p0Op SYMBOL 'IFS (GENERAL,SUPPLEMENTARYSSUED AFTER EXECUTION OF THE DRAWINGS,THE SPECIFICATIONS,ANDALL ADDENDA ISSUED PRIOR r BUDx-QCTnx - TO AND ALL MODIFICATIONS ISSUED AFTER E%ELUTION OF THE CONTRACT MOA � ENIH w■Dav srxeDL ra•Ir,E ADDRESS: 18531 SILVERLEAF PLACE TOHOD TEK IS TO IONS FOR WITANY ITEM OF THEDRA DESIGNER ARE NOT ORE PROCEEDING WITH CRNSTION IF UNABLE ARLINGTON,WA 98223 �- TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK,CONSULT WITH THE DESIGNER BEFORE PROCEEDING WITH CONSTRUCTION. M1 WNL4CIIONM � A[O:SYWYSYMM% .� (AAYd 'yA - D.SHOP DRAWINGS,PRODUCT DATA,AND SAMPLES ARE NOT PART OF THE CONTRACT DOCUMENTS.THE DESIGNER WILL REVIEW APN: 00738500100200 N REQUUTONLYFORCONFORMANCE WITH THE DESIGN CONCEPT OF THE WORK AND WITH THE INFORMATIONGIVEN IN THE pppppgp Gt9AMB0AID RACTD000METS.THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR AT DEVIATION FROM THE ] DETAa(NLOUr 'n� CON N_ LOT: 2 ^' REQUIREMENTEOFTHE CONTRACT DOCUMENTS BY THE DESIGNER'S REVIEW OF SHOP DRAWINGS,PRODUCT DATA,OR SAMPLES. AAI ]T DYPSMA9fATWC `p•.�V� THECONTFACTOR SHALL PURSUE WORK INA CONTINUOUS AND DILIGENT MANNER TO INSURE THE TIMELY COMPLETION OF THE C'NI'IR uc ZONE: RLC bV PROJECT. J F.THECONTRFCTOR SHALL SUPERVISE AND SECTTHE WORK USING HSHER BEST SILL AND ATTENTION—HE SHALL BE T\"-"J4 �A��E A YlW10D9(A V/ SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS METHODS TECHNKJUES,SEQUENCES, EQUENCES AND PROCEDURES AND FOR MAIOIIIE COORDINATING ALL PORTIONS OF THE WORK UNDER TIE CONTRACT. B G.BEF E "^^� RDDMNAMEa ----- �°" ��"^�' SHEET INDEX o M�■I., � ANrERR R IN EXI HE,HEMAY _ up iAETR1'gNii nvaR.ax Rix'wDRKMENTS OR, AER xEO APPx Eo HH oxnwlx Rvx Roar _ARLvmxo.ouoa —ate— sTEa A0.1 TITLE SHEET S1 GENERAL NOTES raBpeMl A1.0 SITE PLAN S2 FRAMING&FOUND. owr,EWRDOP 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 ORS NATION —E—E— eEl1 DEMO PLAN S4 GUARD POST O - RUBBISH CAUSED BY HSHER OPERATIONS TATTHE COMPETKN OF THE WORK HEISHE SHALL REMOVE ALLH&HER WASTE I a— ruKELx TEnuM A3.1 ELEVATION M-WERR�FD SURPLUS MATERIALS. TITHE PROJECTaS WELL AS ALLH SHER TOOLS CONSTRUCTION EQUIPMENT,AND 6�— SWTAIRSTW& -- WOODRN@I 91 DETAIL N RUBBISH FROM AND ABOUT Ln/ 1. RE T �� A3.2 ELEVATIO ELECTRICAL/COMMMCAT ONCOORDINATE MC WIITCHST AND EXACT WITH THE DESGNERNATION OTHEFELD°FORE PROCEEDING WITH PARTITIONS,DOORS,T—PH ES �+®� r�r TBFV UNE ❑ CONSTRUCTION. T FLASE A J.THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS TO BE FREE FROM DEFECTS FOR A MINIMUM OF'"'YEAR I —MAY— WAlBl11( r, vZ 111J1 FROM THE ATE OF FINAL ACCEPTANCE AND PROMPTLY REMEDY SUCH DEFECTS AND ANY SUSSES OF ADUENT DAMAGE CAUSED BY THE `J REQUIRED AND WITHIN THE TRACT THEIR CONTRACTOR SHA Uj DIL BE RESPONSIBLE FORFECTS OR REPAIR THEREOF,AT NO EXPENSE THEDOCUMENTS AND OMISSIONS THE OWNER. OFHI-ES ER EMPLOYEES SUBCONTRACTORSTER THAN ONE ANR KAY ED O I� "3y DE --_ - - `-- AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY WORK UNDER A CONTRACT WITH THE CONTRA TOR. " CODES - - -- - - UTILffIES,STRUCTURES,ADJACENT STREETS AND IMPROVEMENTS DURING THE PERIOD OF CONSTRUCTION. _ THE CO TRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION ANDOR PROTECTION OF ALL EXISTING AND PR VICINITY MAP p+� BASED ON THE 2021 I.R.C,2021 UPC,2021 WA LL W Mu"UFAcrUR'O OR PREFABRICATED ITEMS ANDroR 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 INSTALLATKJN SUCH ITEM AND/OR MATERIAL SHALL BE OCCUPANCYGROUP SFR \< PROVIDED AS IF SHOWN AND DETAILED 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 nt 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 FLOORAREA(SFl Q CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR AND SHALL EXIST.BAS.LEVEL 1,037SF LL BE REVIEW ED BY THE DESIGNER. . EXIST.SECOND LEVEL 867SF TMA WORK SHALL BE PERFORMED WITHIN STRICT CONFORMANCE TO THE MINIMUM STANDARDS OF THE CURRENT EDTTIONor - EXIST,FIRST LEVEL 1,037SF W / THE INTERNATIONAL BUILD NG CODE AND ALL APPLICABLE NATICK—STATE,AND LOCAL LAWS.REGULATIONS,AND ORDINANCES. - /' _ _- EXIST.ATT.GARAGE 420SF w J / R THE CONTRACTOR SHALL BE PONSIBLf FOR GENERAL SAFETY DURING CONSTRUCTION,AND-WOW SHALL CONFORM TO /. PERTINENT SAFETY REGULATIONS / E THE CONTCLUDIN SHALL PIPING,COORDINATE ORK AND ANY COOMIMECHALL RE TELEPHONE,RMCE FORINIGHTING,AND Angel Of the winds ® J PLUMBING MAINTENANCE OFFT E ABOVEIEQUIPMET.ORK AND CONCUR.COORDINATE ALL REQUIRED CLEARANCES FORINSTALLATKKJ AND Casino Resort��. / TOTAL LIVING AREA 2,941 SF 420SF w T.UNLESS OTHERWISE PROVIDED IN THE CONTRACTDOCUMENTS,THE CONTRACTORSHALLPROVIDE AND PAY FORALL LABOR REQUIRED SEPARATION NO w MATERIAL.EQUIPMENT,TOOLS,CONS EAT,TRUCTION EQUIPMENT, TRANSPORTATION,AND OTHER i3;...- FACILmES AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.U.WHERE CONFLICT IS ENCOUNTERED BETWEEN THE CONTRACT DOCUMENTS THAT WILL MATERIALLYT 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 ITEMS AND/OR MATERIALS ARE PURCHASED,FABRICATED,AND/OR INSTALLED. At ington FULLY SPRINKLERED NO r SITE PLAN NOTES & OWNER INFORMATION PROJECT DESCRIPTION LI ID O R Scope of Work—NEW Deck and Deck cover 00 U T - - OPINE: BRYAN CRUTCHER PROJECT PHONE p: 4 S41.1.. LOCATION Mead, BACRUTCHERAoMML.caa (EXTERIOR WORK ONLY):The work involves AE.RESS: 12E21 SLIVEREAPPLACE County F adding a deck at the back end of the property ARLINGTON,WA90223 PARCELp: 00]30500100100 that is t0 a accessedonthe upper eve LEGAL DESCRIPTION:THE WOODLANDS SECTOR 1 BLK OH-DH10 LOT 2 Advanced Spa Covers 1.THIS IS NOT A LEGAL SURVEY PROPERTY DESCRIPTION INFORMATION ON THIS SHEET FOR GENERAL USE ONLY. V CONNECT TILITY EXTENSIONS TO EXISTING UTILITIES. 0 CONTRACTOR TO VERIFY LOCATIONS OF EXTENSIONS. 1' 3."°SITE DISTURBANCE PROPQEED ® DEFERRED SUBMITTALS w NOTE ® u U 1.Airport Protection Distract Sub district(D) - 2.WATER DISTRICT:CITY OF MARYSVILLE WATER SYS 11 53t EOGEcO B UD 3.SEWERDISTRICT:MARYSVILLE/ARLINGTONINTERLOCK LAKEWODD O City of Arlington = Q 18104 591h Avenue NE Arlington,Washington 98113 PHONE#:(360)403-3551 PERMIT#: � LOT COVER ``Z� V SITE AREA 9,147SF U U EXISTING RESIDENCE 1,037SF w T~j EXISTING ATTCH.GARAGE 420SF a NEW ADDITION Q T a PC ■ z TOTAL 1,457SF Q N O O w l�� a TOTAL COVERAGE 1,457/9,147=15% /f� .1 y 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: BACRUTCHER@GMAIL.COM EXISTING ATTCH.GARAGE 420SF ADDRESS: 18531 SLIVERLEAF PLACE 1.-0. NEW ADDITION ARLINGTON,WA 98223 PARCEL#: 00738500100200 1 0"02441GH�fl TOTAL 1,457SF SKYLI LEGAL DESCRIPTION:THE WOODLANDS SECTOR 1 TYP, TOTAL COVERAGE 1,45719,147=15% BILK 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 COVER CONTRACTOR TO VERIFY LOCATIONS OF EXTENSIONS. 3.NO SITE DISTURBANCE PROPOSED. NOTE \ Airport Protection District Sub district(D) WATER DISTRICT:CITY OF MARYSVILLE WATER „ \ \ SEWER DISTRICT:MARYSVILLE/ARLINGTON INTERLOCK LOWER LEVEL EXTERIOR WALL AREAOFWORK NEW DECKAND\\ EXIST. RES. \ i / � \ DECK COVER 00738500100300 \ NEW K a DECK COVER ROOF PLAN / \ aCOVVER IN\ IN010 1/a^=r-o^ \ / ' \ O 0 0. `\ \ 007381001021011 \ o \ Q CONNECT DOWNSPOUTS\ \ \\ \ \ TOP PLASHBALOCKS X5,T AERIAL MAP \ EXIST. RES \\ DIN \\ \ 0 \ 00738500100200 sd.�Jl I:u JhO' �,•�� A V A (N)STAIR V A L.. Z i e ° LU J fr \\ 9<'F�Z (E)PORCH \\ \ w EXIST.ATT w GARAGE V ^ (E)PATIO 1 `\ \\ w L.L �f 0 LL v5 w (E)DRIVEWAY - -'ON (E)STAIR Hwy J w U) � 00 00738500100100 U T 1 N511(i �,• � \ i `�' • parcel ID 00738500100200 i ij r , w 0. �. U z 0 e Q n SITE PLAN w z O U U w O U R Q ■ z O � N T w o w < 0 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 TRAFN 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 UTILMES DISCOVERED DURING III iii .. T WERE PREVIOL-UNIDENTIFIED SHALL BE REPORTED TO THE DESIGNER "(E)PATIO BEFORE REMO ALVALOR DSCONNECTION. <.REMOVE LEXISTINGCONSTRUCT ASDESIGNATEDONDEMOLRKKJPLAN. 5.PATCH EXISTING CONSTRUCTION TO REMAIN TO MATCH EXISTING ADJACENT ❑ III CONSTRUCTION EXIEXISTINGDOORS AND WINDOWS ARE DESIGNATED NATED TO BE REMOVED, III CONSTRPENGwLESSNO DOTION TO MATCH EXISTING ADJACENT N. CONSTRUCTION UNLESS NOTED PLUMBING FIXTURES, LL MENT,M NT CHANIC AS PLUMB Np AIR CONS IONINGICAL FIXTURES TO ND BE DEMO DECK EQUIPMENT MECHANICALED OVER AIR O NDR OR RED ETC.,TO E III - RETHV OW NERLL BE TURNED OVER TO THE OWNER OR STORED AS DIRECTED BYTHEIII III III DEMO STAIR -1I -0-F-1-IF-T III DN (E)LANDING (E)STAIR I II II II II II I I II II II II II II I III (E)BE.GLASS DOOR ILA-LJI-L J-ILJ-LJIJLJL ------------ ------ e EXIST. RES. ivitD EXIST DECK&DEMO PLAN 1/4"=1'-0" 4ftll M N N co za FO-o ED Q I .. .. . . ,(E)PATIO .. O .... :"." U z N 5_q r Lu J NEW DECK NEW STAIR Ir 0 Q - I 1 I DN - - L.LI (E)LANDING (E)STAIR'. U E SL GLASS DOORui - - - U J 0 EXIST. RES w w J 4 NEWPOSEDDECK c O �VVcr w U U) T NEW POST PER.STRUCT. NEW DECK ABOVE - 00 ' ..(E)PATIO _ EQ EQ EQ _=� I II .. ,.. II w Ii 71 � I U H N Z U (E)LANDING w (E)STAIR Lt w w x Z EXIST. RES F w N ROUND LEVEL � Z �1/4"=1'-0/4"=1'-0" oZ CV 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 m ROOF 22 0TOP n V Z (E)ROOF O TOP PLAT / U z 16'-10" W J �E) (E)SIDING 0Ir (N)SKYLIGHT O Q Cc w (N)DECK COVER !, PER.STRUCT. V Y Q UPPER U LEVEL. J - - - - - - - - 8'--10" w IF LL c)(N)POST ` 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 Lo L L00 (E)RETAINER WALL w 2 NORTH ELEVATION U U N Q w � w w Z C3 U U W ° T Qa z M■ / O z w w o 0 � w 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 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. & (N)STAIR (N)DECK STRUCT. PER.STRUCT. M = N .� - -- co 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 y J H LL (N)SKYLIGHT (E)SIDING w (N)DECK Cc w COVER PER.STRUCT. w = J _ UPPER LEVEL. n U U) (N)POST T PER.STRUCT. coPREMANU. 00 HANDRAILS (E)PORCH GARDE POST T (N)DECK PER STRUCT. MAIN LEVE0L." V n 0'- --- GARAGE LE L. w 1 0 U v N Q w w w V U U U SOUTH ELEVATION w ^' a M z / O z w C7 N p Qop 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 Si - 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. Im 18 TOP PLATES, LAPS AT CORNERS AND (3)3"x 0.131"NAILS FACE NAILS Q 12O LIGHT GAUGE FRAMING CONNECTORS: INTERSECTIONS ,H 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 U 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 O C9 O 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 U 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 En co 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~ Lf) 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 MUUSTING FOR UECK SPANJ COSTS IS 16"FOR NTINUOUSLY SLY OVER AT TBLEASTTS INSTALLED T THREE SUPPORTS PERPENDICULAR TO TWODSPANECK JOCISTS. DECK 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-III-III-III-III-III-III-III-III-III-III-III-III-I I-I I I-I I I-I I I-I o -I 1 III III 111=111=111=1 I=III=III=1 -111-111=111=1 I-III=III=III=1 =1 1 =1 =1 =1 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 z �O STEEL FLATHEAD SCREWS AT 16"oc MAXIMUM, WHEN INSTALLED AT EACH SUPPORT. o TREX SQUARE-EDGE BOARDS(NO EDGE GROOVE) ARE INSTALLED WITH TWO STAINLESS STEEL NO. 8 OR NO. 10 BY 2.5 INCH LONG COMPOSITE DECK SCREWS, AS RECOMMENDED BY THE MANUFACTURER AT EACH 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. 00 CE W 0 C5 Z z Z W w 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, d 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 'Op /11111� YFLAT PT 2x6 DIAGONAL BRACING, ATTACH BRACING TO UNDERSIDE OF EACH JOIST WITH (2) 10d NAIL SEE SECTION 4/S3 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, 00 SECTION 3/S3 - 0RP Q eos'� CONNECT EACH STRINGER TO DOUBLE DECK JOIST WITH LSCZ CONNECT STRINGERS TO DROP BEAM WITH H2.5AZ FASTEN EACH STRINGER TO SILL ABOVE FOOTING BELOW WITH A34Z `s SECTION 10/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 U 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, V-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" 3. SEE PT 4SECP ONT I/93 NSIMTSEOCTION FOOTING BELOW WITH ABA44Z POST BASE, zo o wo j �z ®IF2 F2'®' M F2 \ I I w O I I FOOTING SUPPORTING STAIRCASE BASE - F3 a F2 I1. 12" WIDE BY 18" DEEP STRIP FOOTING, i a a® JF3 2. (1)#4 REBAR TOP AND BOTTOM OF FOOTING, z 3. PROVIDE PT 2x1O SILL PLATE ABOVE STRIP FOOTING, ul o 4. CONNECT SILL PLATE TO STRIP FOOTING WITH w/(3)5/8"k4"LONG TITEN HD o EXIST HOUSE FOUNDATIONS GALVANIZED ANCHORED BOLT w/ 3"x3"x0.229" PLATE WASHER, \ 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 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 41 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�'_N_ : DECK JOIST PER PLAN FACE MOUNT HANGER PER PLAN WITH (12) 10d (TYR) 11 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 /z' MIN 1 112' MIN. DECKING II—III II III III—III III III—III— SECTION JOISTS _ PT 4x6 POST PER PLAN, BRACING ,IIII III,,I�I„III III II III III I11-1�I-1 CONNECT BEAM TO COLUMN PT 4x12 DROP PT 2x DECK JOIST PER PLAN STITCH III— —III- w/(2)AC6Z AT INTERMEDIATE BEAM PER PLAN COLUMNS AND (2)LCE4Z AT END COLUMNS =1�II�I III_ III—III I�Ill -1 -1 III III - 1- 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 SECTION ❑2 SECTION 0 SECTION SCALE: 3/4" = 1-0 SCALE: 3/4" = 1-0 SCALE: 1-1 2 = 1-0 SCALE: 3/4" = 1-0 �O Q¢ 7/16" OSB ROOF SHEATHING, LONG SIDE PERPENDICULAR TO RAFTERS. PROVIDE 2.8 BLOCKING 8d NAIL AT 6"oc INTO EXIST EXIST 2x STUD WALLr2x8 3-SPAN. NAIL 8d AT 6"O.C' AT STUD BAYS Z EL EDGE NAILING AND 12"O.C. FLOOR JOIST WITH TENSION EAST UPPER FLR WALL F TIE, SMALLER OF(FULL LD NAILING. 8d NAIL AT 6"oc INTO U LENGTH OR 10FT) EXIST 2x STUD WALL EDGE RAFTER WITH W NORTH UPPER FLR WALL TENSION TIE VZZ1 F '\,— Q O Z 2x8 AT 24"oc Z RAFTERS Q (2) DTT2Z TENSION TIES WITH O Z 1/2"6 ALL-THREAD ROD FACE MOUNT H1AZ CLIP AT EACH RAFTERS w PL ERS, z Q PER AN, ONCEALED 0 E HANGERS ItZ TENSION TIES WITH OST PER PLAN, AS NEEDED 1/2"0 ALL-THREAD ROD CONNEOST C 4 4PT 4x4TBEAM 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 w/(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 Ld J DECK TENSION TIE CONNECTION - (� coDTT2Z LEDGER TO STUDS RAFTER TO DROP BEAM ��6, SECTION ❑5 SECTION © SECTION ISECTION ® =w Q O 0 SCALE: 3/4" = 1-0 SCALE: 3/4" = 1-0 SCALE: 3/4 = 1-0 SCALE: 3/4" = 1-0 ?2�' 00 J Z O DOUBLE JOIST PER PLAN U Vl O� Lf) �Ox.0 Z_0 00 QI"D z J YD 0Q'00D CD CONNECT o CO�Q a0 CONNECT BOTTOM OF POST TO DECK DROP BEAM WITH BC40Z zo 0`j 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 CON,w/5/8"0x4"LONG �^ THEN HD GALVANIZED AT 12"oc wo �z I- -I I I—I I I III—III=1 I I1 I I=1�1=1 11=1 I I—I�I—ll w III III III—ICI—ICI -1�1-1�1- —IIIIIII I- a I _ ' — — — STRIP FOOTING SUPPORTING z ,� STRINGER ASSEMBLY -I I III I =III 1 INGERS =1I1=1I1=1I — #4 TOP AND BOTTOM 0 SECTION 10 -- - 1-1i1-1i1 SECTION ❑9 a w SCALE: 3/4" = 1'-0" 12" SCALE: 3/4" = 1'-0" m V / � � U U N O W O 0 Z 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,. IlL 3/4" 2" N A O a p PREFABRICATED GUARD POST a DECKING PERPENDICULAR TO ANCHORAGE PLAN Ozz 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 p W - O Z oo O0 p Z CD � U Q z w} J U 00 Q CD d m Q d 0 Z O N Lj >ti w Q K O U m N Z O N W K Z O N WO K Z a x z � '^ o O � Z 4 w � m N rj O O i � � U O N O W O � Z z Z W w z o a = LAND USE APPLICATION ZONING PERMIT COMMUNITY & ECONOMIC DEVELOPMENT �AlING,tO 18204 59 Avenue NE . Arlington, WA 98223. Main Line 360.403.3551 FOR AGENCY USE Date: File: Fee: $ PERMIT TYPE Type of Zoning Permit ❑Cottage(:519 Units) Required Submittals ❑Zoning Permit Submittal ❑Forest Practice (Check All That Apply) Requirements Checklist ❑Multi-Family(519 Units) ❑Required Submittal Items ❑Site Plan Review(<4 ac.) ❑Shoreline Substantial [:]Design Review—Admin. ❑Design Review—Board SITE INFORMATION Site Address 18531 SILVERLEAF PL ARLINGTON WA 98223 Tax Parcel ID Number(s) 00738500100200 (Use block#if no bldg.#) Acreage&Square 9,147SF Zoning Classification RLC Footage Of Property Use Classification No. Water Supply Current Proposed Sewer Supply Current Proposed CITY MARYSVILLE MARYSVRLIARLINGTON Existing Use of Property RES On-Site Critical Areas? 0 Yes ❑No Critical Area Type SLOPE e. .wetland,steep slope,etc. Has Site Been Logged in ❑Yes 0 No Will Site Be Logged as ❑Yes 0 No Past 6 years? 11 Part of This Project? OWNER APPLICANT CONTACT Name BRYAN CRUTCHER ERMIAS/eMD DESIGN 18531 SLIVERLEAF PL 105 MARYSVILLE MALL#1027 Full Address ARLINGTON, WA 98223 MARYSVILLE, WA 98270 Phone Number 425.341 .5969 206-775-1471 E-mail BACRUTCHER@GMAIL.COM ERMIAS@EMDDESGNPRACTICE.COM Relationship of Applicant ❑Owner ❑Contract PurchaserLE]Lessee DOther: ARCH.DINGNER to Property check one PROJECT . •JECT ENGINEER PROJECT SURVEYOR Name PAUL/SUNSTAR BUILDERS Full Address Phone Number 253-880-9689 E-mail PAUL@SUNSTARBUILDERS.COM Zoning Permit Application City of Arlington Page 1 of 3 Rev 11/2021 Project Details Project Name CRUCHER RES. DECK PROJECT Total Number of Existing Lots 1 Total Number of Proposed Units N/A Single Family N/A Duplex N/A By Dwelling Townhouse N/A Use Type Multi-Family N/A Other N/A Commercial N/A By Non-Residential Use Type Industrial N/A Other N/A Has this property been subdivided? ❑ Yes 0 No If Yes, Provide Applicant Name&Plat Name SHORELINE • • Development(Required for all Will this Proposal be a Substantial Development as Defined in AMC§20.93? ❑ Yes 0 No If Yes, Shoreline Environmental Designation Are you requesting a Shoreline Variance as allowed under AMC§20.92.130? ❑ Yes 0 No All projects subject to a Shoreline Substantial Development Permit are required to be processed concurrently; FOREST iii MITIGATION • - SIGNIFICANT TREE REMOVAL Number of Significant Trees to be Harvested N/A Total Acreage to be Harvested N/A Is there a Current Development Moratorium on the Site? ❑Yes E]No Type of Forest Land Conversion ❑Class IV—General❑Class IV—Special Significant Tree Mitigation Options (A, B, or C) Will Significant Trees be Removed During any Phase of this ❑Yes 0 No Proposed Project? A) Number of Trees to be Replanted On-Site(3:1 Ratio) I OR Date Completed (For Agency Use Only) I B) Number of Trees to be Replanted Off-Site(3:1 Ratio) Location: OR Date Completed (For Agency Use Only) IC)Tree Mitigation In-Lieu Fee (#of Harvested Trees) X(3)X(Tree Cost) = I Date Paid Receipt Ns Zoning Permit Application City of Arlington Page 2 of 3 Rev 11/2021 APPLICANT CERTIFICATION I certify that I am the Owner or Owner's authorized agent. If acting as an authorized agent, I further certify that I am authorized to act as the Owners agent regarding the property at the above referenced address for the purpose of filing applications for permits or review under the Arlington Municipal Code and I have full power and authority to perform on behalf of the Owner all acts required to enable the City to process and review such applications. I do hereby declare under penalty of perjury under the laws of the state of Washington that I have familiarized myself with the rules and regulations with respect to preparing and filing this application and that the statements and information submitted herewith are in all respects true and correct to the best of my knowledge and belief. DATED AT 10/27/2025 Washington on this date: 10/27/25 ('� Digitally signed by Bryan Crutcher Bryan C ryanan Crutrutcher CN= rutacrutcher@gmail com, cher Applicant's Signature: Date:2025.10.2710.11:55-0700' REAL PROPERTY OWNER CERTIFICATION I do hereby declare under penalty of perjury under the laws of the state of Washington that I am the owner of the subject property or an officer/member of the entity owning the subject property,that it is my desire to seek the subject land use permit, and that I will abide by any requirements and conditions that may be part of the approval of this request. I also hereby grant permission for City employees, agents of the City and/or other agency officials to enter the subject property, if necessary,for the purpose of site inspections. DATED AT 10/27/2025 Washington on this date: 10/27/25 Digitally signed by Bryan Crutcher Owner's Signature: Bryan Crutcher Dateg o 5102„011180,00°°m All other property owners of the subject property must also sign below(attach additional sheets if necessary): 1) Name: Signature: Address: Phone: 2) Name: Signature: Address: Phone: 3) Name: Signature: Address: Phone: Zoning Permit Application City of Arlington Page 3 of 3 Rev 11/2021 ' City of Arlington Received 18104 591h Avenue NE Arlington,Washington 98113 Stamp (360)403-3551 Zoning Permit-Submittal Requirements Community Development Director Decision ➢ The number indicates the item is required for submittal and the number of copies required General Information Meeting Date: ➢ • Indicates the item shall,upon request,be required for submittal Submittal Date: Complete Submittal Submittal Requirements Item? Cottage Housing Forest Practice Multi-Family Development Site Plan Review Yes I No N/A General Application: Land Use Application Form&Submittal Checklists 0 0 ✓J 1 1 1 1 Water/Sewer Availability Application' 0 0 ✓❑ 1 1 1 Public Notice Materials' ❑ ❑ ✓❑ 1 set 1 set 1 set 1 set Project Narrative ✓❑ ❑ ❑ 1 1 1 1 Legal Description 0 0 ❑ 1 1 1 1 Vicinity Map ✓❑ ❑ ❑ 1 1 1 1 Review Fee3 ❑ ❑ r❑ 1 1 1 1 USB Flash Drive with PDF's of Submitted Documents ❑ ❑ r❑ 1 1 1 1 Site Plans: Site Plano ❑ ❑ ❑ 1 1 1 1 Landscape Plano ❑ ❑ ✓❑ 1 1 1 1 Tree Survey Plano ❑ ❑ ✓❑ 1 1 1 1 Reduced Plan Sets(11x17)-All Above Site Plans or Maps ❑ ID 1 1 1 1 Engineering Reports/Information: Drainage Report El El 1 • 1 1 Geotechnical Report ❑ ❑ ❑ 1 • 1 1 Complete Streets Checklist ❑ ❑ ✓❑ 1 1 1 Traffic Impact Analysis ❑ ❑ ✓❑ 1 1 1 Transportation Demand Management Plan ❑ ❑ ✓❑ • • • Parking Demand Management Plan ❑ ❑ ✓❑ • • • Snohomish County Traffic Impact Fee Offer Worksheets ❑ ❑ ✓❑ 1 1 1 WSDOT Traffic Impact Fee Offer Worksheet6 ❑ ❑ ED • • • Page 1 of 2 11/2021 Zoning Permit-Submittal Requirements Community Development Director Decision Complete Submittal Submittal Requirements Item? Cottage Housing Forest Practice Multi-Family Development Site Plan Review Yes I No N/A Environmental Information: SEPA Checklist' ❑ ❑ ✓❑ • • • • Cascade Industrial Center Modified SEPA Checklist$ ❑ ❑ El • • • • Critical Area/Wetland Report or Critical Area Evaluation ❑ ❑ El 1 1 1 1 Archaeology/Cultural Reportlo ❑ ❑ ✓❑ • • • • Unanticipated Discovery Plan ❑ EJ 71D- 1 1 1 1 NOTES: FOR CITY USE ONLY 1. Water/Sewer Availability shall be submitted with or prior to application submittal. This application is complete. 2. See Public Notice requirements. ❑ 3. See the City of Arlington Adopted Fee Schedule. This application is incomplete.See items noted above. 4. See Site Plan Requirements. The City of Arlington may require additional information.The applicant will be S. See Snohomish County Traffic Impact Fee Offer Worksheet and required if the project is subject to SEPA. • notified in writing if additional information is necessary. 6. See WSDOT Traffic Impact Fee Offer Worksheet and required if the project subject to SEPA or requested. 7. See the SEPA Checklist Requirements for Categorical Exemption Thresholds.If not exempt,then required. These submittal requirements are for the City of Arlington permits only.Additional 8. All projects within the Cascade Industrial Center shall submit the CIC Modified SEPA Checklist.Public Notice permits may be required by federal,state,regional or local agencies.It is the Material is not required,as no Public Noticing is required with this checklist. responsibility of the applicant to ascertain whether other permits are required. 9. See Critical Areas Evaluation to determine the type of report required. 10. An Archaeological or Cultural Report may be requested by a reviewing agency or if known area of interest. All supplemental forms,checklists or requirements can be found at http//www.arlingtonwa.gov/169/Applications-Forms Community Development Representative Date Page 2 of 2 11/2021 LAND USE APPLICATION G1�Y ��' SITE PLAN CHECKLIST �+PLING�o� COMMUNITY & ECONOMIC DEVELOPMENT 18204 5911 Avenue NE . Arlington, WA 98223• Main Line 360.403.3551 COVERSHEET ❑ Title Block(centered at top of drawing) that includes the following: El City of Arlington El Name of Proposed Development ❑ File No. (call for correct number) El Section,Township,&Range ❑ Site Information: El Site Address (use block#if no bldg. #) ❑ Zoning Classification El Airport Protection District Subdistrict ❑ Use Classification (from AMC 20.40) El Legal Description El Tax Parcel ID Number ❑ Density&Dimensional Calculations ❑ Lot(s) Size (both in acreage and square feet) ❑ Lot Dimensions (length,width) ❑ Lot Number Labels (if applicable) ❑ Number of Lots (if applicable) ❑ Proposed Residential Density(if applicable) ❑ Building Setback(for existing,proposed, &relocated bldgs.on site) ❑ Building Height(for existing,proposed,&relocated bldgs. on site) ❑ Total Lot Coverage (impervious surface) ❑ Recreational&Open Space Calculations (if applicable) El Adjacent Street Names &Classifications ❑ Required Parking Space Calculations (required&proposed) ❑ Required Bicycle Rack Spaces ❑ Screening Types Provided (indicate for each lot line) ❑ Utility Provider (sewer&water) ❑ Critical Area Types Located On-Site and Associated Buffers (if applicable) ❑ Shoreline Classification (if applicable) ❑ FEMA Flood Zone Designation (if applicable) El Sheet Index El Date Plans Were Prepared El Vicinity Map (Include North Arrow,Scale,and pinpoint site location) ff] Name,Address, Phone Number,&Email Address of the Applicant,Owner, Engineer,Surveyor,& Landscape Architect Site Plan Checklist Page 1 of 2 Rev11/2021 SITE PLAN SHEET ❑ Title Bar (locate along right edge of sheet) that includes the following: El Date Drawing was Prepared or Revised El Project Name&Location El Name,Address,&Phone Number of Applicant, Owner, Engineer, &Surveyor 0 North Arrow, Graphic Scale (1" = 50'or larger) and Legend ❑ Existing Lot Lines Within or Adjacent to the Project Site ❑ Existing and Proposed Rights-of-Way(include dimensions&street name) ❑ Existing and Proposed Easements (include dimensions) ❑ Existing Critical Area Boundaries and Associated Buffers On-Site and Within 150ft.of Site per AMC 20.93 ❑ Existing and Proposed Native Growth Protection Areas ❑ Building (whether proposed,expanded,retained, or relocated) Setbacks From All Lot Lines ❑ Building (whether proposed,expanded,retained,or relocated) Dimensions and Square Footage ❑ Building Elevations (all sides for proposed or expanded buildings only-color renderings preferred) ❑ Parking Stall, Loading Stall, Driveway,&Isle Locations &Dimensions ❑ Electric Vehicle Parking Space Locations &Dimensions ❑ Refuse Bin Location (including screening details) ❑ Lighting Details (building exterior, site, &parking area) ❑ Site Ingress/Egress (existing and/or proposed) ❑ Frontage Improvements with Dimensions (if required) ❑ Proposed Right-of-Way Dedication (include dimensions &square footage) ❑Adjacent Parcels with Parcel Numbers LANDSCAPE PLAN SHEET ❑ Title Bar (locate along right edge of sheet) that includes the following: ❑ Date Drawing was Prepared or Revised ❑ Project Name&Location ❑ North Arrow and Graphic Scale ❑ Name,Address,&Phone Number of Applicant, Owner,&Landscape Architect ❑ Plant Schedule and Legend Showing Scientific and Common Names for Each Type of Tree,Shrub,and Ground Cover and their Quantity, Planting Size Mature Size,and Symbol. ❑ Tree, Shrub,and Lawn Planting Details ❑ Location and Spacing of all Trees,Shrubs,and Plants (including existing trees to be preserved) ❑ Irrigation Details (if required) ❑ Parking Area Shading Calculation (see AMC 20.76.130) ❑ Dimensions and Square Footage for Each Landscape Area, Including Frontage, Lot Boundary,and Vehicle Accommodation Area Landscaping ❑ Percentage of Total Lot Landscaping ❑ Location of Existing Significant Trees (signify which significant trees will be removed) ❑ Location of Where Replacement Trees are to be Planted (if applicable) ❑ Table including the Number of Trees and Species to be Removed Site Plan Checklist Page 2 of 2 Rev11/2021