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APPROVED BLD RESUB 4-BLD2022-1158+Architectural_Plan+9.8.2023_9.41.50_AM+3771656Install and maintain all Temporary Erosion and Sediment Controls (TESC) measures according to approved plans, City of Edmonds standard details, and all other measures that may be required during construction. 1NE5T END �F SI�DP � �� ER-900 Filter Fabric Pence Filtration System. (To be employed and maintained along backyard fence lines extending past end of earthwork area at NE corner of property to contain any soil erosion.) ER-901 Stabilized Construction Entrance. (Driveway to be kept clean and any dirt or mud cleaned up.) ER-902 Sediment Traps: Filter socks to be added to any catch basins downstream from the construction site See included GIS map for CBS- 482, CBS-483 and CBS-484 catch basins on 182nd PL SW for filter sock installation. ER-903 Wattle Installation. (Not applicable on this minimal slope property contour) GAS � I �Lf � d! r 3 �u, E RESUB 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES r.A.PP�p �o� �jNv��d �'V/��urc '� � STt,B t� P y� ARE,A�t7(r v ��IUrLY Rf1DM � GAS1,JN�' CD ELT �� 5.- wz � - � �� o�- i.L.�AN U U'T ?'F� ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 —�,;on 8/12/2023-3 Property Address: 8615 184°i ST SW Q � j '`j�' � Sheet 42 Property Owner contact: Doug Allyn (206) 372-6273 U T 1 L 1 �� 1 LD V I I �G RESUB ■//� III�� 9/8/2023 t �� / �+ ��-,...../�� _.._. .._ ......._. ... I � I �� 7/� I ��0 OF EDMONDS !! D VELOPMENT SERVICES [Zj � < +i maps.edmondswa.gov Q � -{- .... :::: Inbax 88 - ...i.�om - Gmari ht#ps:}/ty�,vw..,.QneY$samiC&.. iNatraits �>t,^s_,riw+a�;....g�eeRfl't.cv�n� C�YPtc+eu!r>:rs... ; CoinOeekc i+Aee; H�atbMr ...;;fae<ie c:�� J4Y h�9edieine ..,- Login Page '�Q?!TLE �� n Ert�ira�rin.. > tests;//�r1n-- �+ h>�#�sJtadn..k �,https:�lcdEt.,. � ]Nafi Brain... 2 �, Rosissra -... .,,� htt{s>�.�#ros... Ftumbirt9__ city of Ed.., �r ;Gos�gie ilia,_. s:Jj>ww__ ;e # • • SE�,�,h... Tac��>� 'asks Clrawing Name ini#fei Uew identify Print Export Share ;.:; ' . Basae Tcais •.� •„_ ." P.irjt Map ' � TOO{ Eakeis iK i ,�„ ,,. • .� Pan Zoom In Zoam Ou# Fuii Extent Previous ExtQnt vrsxt Exf€'sr: Bookmarks linked Maps Navigation __.__ r ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 ARCHITECTURAL PLANS—8/12/2023-3 Property Address: 8615 184th ST SW �0�.�,��," �p�,�g,�)r.,�.., G¢�-rG1-� ��7�)hi� f Property Owner contact: Doug Allyn (206) 372-6273 �C�R �lLT� � 5�� Sheet 43 City Of Edmonds Building Department Work ; ACC STRUCTURE AND DECK Address L 8615 184TH ST SW Owner ; ALLYN Approved Date-------------------------------� 9/18/2023 Building Official , � O�f�zl< Permit Number gLD2022-1158 REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 I REVS �� / Plan Notes Architectural -E� See separate files Plumbing HVAC Electrical Deck OBTAIN ELECTRICAL ■This project is to meet the 2018 ICC codes and its■ PERMIT FROM requirements. STATE LABOR& �■�■�■�■�■�■�■�■�■ INDUSTRIES ALL WORK SUBJECT Should there be any discrepancy found through out the ■ TO FIELD ■ Ian set. The stricter of the two will be re uired. �■�■�■�■�■�■�■�■�■�■� INSPECTION FOR CODE COMPLIANCE �■�■�■�■�■�■�■�■�■�• ■Please schedule apre-construction meeting with thel APPROVED area Building inspector. ■ PLANS MUST BE �■�■�■�■�■�■�■�■�■i ON JOB SITE BLD2022-1158 ALLYN ACCESSORY BUILDING/SHOP &DECK ■Please obtain a separate plumbing permit from the City of Edmonds. ■ �i� 1"" C� V �� F�JT�, �kJi�E � 1 iS � � 1 1 CITY QF EdMIQNQS I ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 023 RESUB Property Address: 8615 184th ST SW ARCHITECTURAL PLANS Sheet 1 sisi2o2s � Property Owner contact: Doug Allyn (206) 372-6273 CITY OF EDMONDS DEPARTMENT RESUB RESUB ��„ 09/Ol/2023 Summary: Removed: Inserted: Sheet 1 Revision 08/12/2023 Sheet 1 Revision 09/O1/2023 -0- Sheet 1 A Revision 09/01 /2023 (New Sheet) Sheet 3 Revision 08/l2/2023 Sheet 5 Revision 08/122023 Sheet 6 Revision 08/12/2023 Sheet 7 Revision 08/12/2023 Sheet 8 Revision 08/12/2023 Sheet 9 Revision 08/12/2023 Sheet 10 Revision 08/12/2023 Sheet l0A Revision 08/12/2023 Sheet ] 1 Revision 08/12/2023 Sheet 12 Revision 08/12/2023 Sheet ]3 Revision 08/12/2023 Sheet l4 Revision 08/12/2023 Sheet l7 Revision 08/12/2023 Sheet 18 Revision 08/12/2023 Sheet 19 Revision 08/12/2023 Sheet 20 Revision 08/12/2023 Sheet 25 Revision 08/12/2023 Sheet 30 Revision 08/12/2023 Sheet 34 Revision 08/12/2023 Sheet 35 Revision 08/12/2023 Sheet 36 Revision 08/12/2023 Sheet 37 Revision 08/12/2023 Sheet 49 Revision 08/12/2023 Sheet 52 Revision 08/12/2023 No other sheets affected. Civil section sheets unchanged. ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184t" ST SW Property Owner contact: Doug Allyn (206) 372-6273 Sheet 3 Revision 09/O1/2023 Sheet 5 Revision 09/O1/2023 Sheet 6 Revision 09/O1/2023 Sheet 7 Revision 09/O1/2023 Sheet 8 Revision 09/Ol/2023 Sheet 9 Revision 09/01 /2023 Sheet 10 Revision 09/O1/2023 Sheet l OA Revision 09/01 /2023 Sheet 11 Revision 09/O1/2023 Sheet 12 Revision 09/01 /2023 Sheet 13 Revision 09/O1/2023 Sheet 14 Revision 09/O]/2023 Sheet 17 Revision 09/O1/2023 Sheet 18 Revision 09/O1/2023 Sheet 19 Revision 09/O1/2023 Sheet 20 Revision 09/O1/2023 Sheet 25 Revision 09/O1/2023 Sheet 30 Revision 09/O1/2023 Sheet 34 Revision 09/O1/2023 Sheet 35 Revision 09/O1/2023 Sheet 36 Revision 09/O1/2023 Sheet 37 Revision 09/O1/2023 Sheet 49 Revision 09/O1/2023 Sheet 52 Revision 09/O1/2023 TABLE OF REVISIONS 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES Revise^/2023 Sheet 1 A Project Narrative 7/25/2023 Project location: 8615 184�h St SW Edmonds, WA 98026 BLD2022-1158 Residential property owner proposes: 1. replace existing 10' x14' (140sgft) shed with a 20' x 29'11" (598sgft) accessory building (not and ADU, not a garage). New building location at NW corner of property covers impervious surface footprint of old shed. New building adds 458.33sgft of new impervious surface to property. 2. construction of new deck to North side of existing house. An 18" eave overhangs a portion of the deck so that portion does not count toward new impermeable surface. An existing 5' wide walkway passes under proposed 7%'x20%' deck and that area also does not count toward new impermeable surface. Deck area overhanging beyond the walkway adds 51.25sgft of new impermeable surface to property. The reason it is impermeable is this deck has a TREX® Rain Guard system which will divert rainwater and drain it to the adjacent raised garden, while the area below the deck stays dry. There is no additional driveway access being built as this project is not a garage. Temporary construction access will be restored at close of project. Net new impermeable surface added to property is 539.58sgft (reference Impervious Area Chart in drawing notes). This project does not cross threshold of Stormwater Covenant requirement which is 2000sq' of all new and/or replaced impervious areas. Highest point of roof will be below the 15' above average ground level height restriction, and the 1 OFt side setback and at the 5' rear setback allowance, the limitations of the City of Edmonds for RS-10 zone property, will be. maintained. A previously proposed walkway roof connected to and supported by both the existing house and new shop building is deleted. Homeowner will obtain electrical permit through WWW.LNI.WA.GOV. CAD file of AdvancedHousePlans document posted to WWWMYBUILDINGPERMIT.COM. ALLYN SHOP ACCESSORY BUILDING BLD2022-1158. Property Address: 8615 184th ST SW Property Owner contact: Doug Allyn (206) 372-6273 Revision 8/12/2023-3 Sheet 2 RESUB Table of Contents Title Page Sheet l Table of Revisions Sheet lA Project Narrative Sheet 2 Table of Contents Sheet 3 Architectural Pages begin Sheet 4 Advanced House Plans insert Sheets 5 thru 10 Roof Framing Layout Sheet l0A General Notes Sheet 11 Design Criteria for Edmonds Sheet l 1 Foundation/Stem Wall and Slab Floor Sheet 11 Framing/Walls Sheet 12 Headers Sheet 12 Roof Rafters •Sheet 13 Roofing Sheet 13 Fenestration Sheet l3 Siding Sheet 13 Bathroom Sheet 13 Insulation Sheet 14 Interior Finish Sheet 14 Plumbing Sheet 14 Electrical Sheet 14 HVAC Sheet 14 Wall Bracing and Calculations Sheet 15 Wall Bracing End Conditions Sheet 16 WSP Wood Structural Panel Wall Bracing Fastener Schedule Sheet 16 Header Span Calcs Sheet 16 Residential Nailing Schedule Sheets 17 thru 19 Foundation Plan Sheet 20 Wall Bracing /Sill Anchors Sheet 21 North Wall Framing and Bracing Sheet 22 East and West Walls Framing Sheet 23 ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184th ST SW Property Owner contact: Doug Allyn (206) 372-6273 East and West Walls Bracing Sheet 24 South Wall Framing South Wall Bracing Wall Bracing Calcs WSP Wall Bracing Fastener Schedule WA IRC Fig R602.10.6.4 Method CS-PF Construction Bathroom Detail Architectural West Elevation Architectural South Elevation Sheet 33 Deleted —See Sheet l0A *Usage -Floor Plan DELETED Electrical HVAC Plumbing Areas Chart Height. Calcs Site Plan Elevations Impervious Areas Utility Royxi Filter Sock Installation 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES Sheet 25 Sheet 26 Sheet 27 Sheet 28 Sheet 29 Sheet 30 Sheet 3l Sheet 32 Sheet 33 Sheet 34 Sheets 35 & 36 Sheet 37 Sheet 37 met 39 Sheet 39 Sheet 39 Sheet 40 Sheet 41 Sheet 42 Deck Sheets 44 to 52 Deck Diagram Material List • Fastener Schedule Structural Information Deck Plan View Deck Support Diagram And Figure R507.9.1.3(1) and Figure R507.9.1.3(2) Deck Post /Beam Detail Views Post to Beam Connection and Knee Brace View TABLE OF CONTENTS -r-09/O 1 /2023 Sheet 3 RESUB 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES ARCHITECTURAL Advanced House Plans 5 page set included here for reference. See separate pdf for clarity of small print notes. ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Revi�ro�$/12/2023-3 Property Address: 8615 184�'' ST SW Sheet 4 Property Owner contact: Doug Allyn (206) 372-6273 RESUB GENERAL NOTES APPLICABLE CODES FOR THIS BUILD • 2018 Washington State Residential Code • 2018 Washington State Energy Code • 2020 National Electrical Code, WAC and RCW • 2018 Washington Plumbing Code • City of Edmonds local regulations DESIGN CRITERIA FOR EDMONDS: • Min. Roof Snow Load 25 psf (non -reducible) • Ground Snow Load 25 psf (non -reducible) • Seismic Design Category D1 (Residential) / D (Commercial) • Wind Speed 85 mph (Basic), 110 mph (Ultimate) • Wind Exposure Level B • Winter Design Temp 27 degrees F (-3 degrees C) • Mean Annual Temp 50 degrees F (] 0 degrees C) • Frost Line Depth 18" CONCRETE AND FOUNDATIONS • All foundation. Walls and slabs on grade shall be 3000 PSI (28-day compressive strength concrete), unless noted otherwise. • All interior slabs on grade shall beaz on 4" compacted granulaz fill with 6 mil. Polyethylene vapor barrier underneath. • Provide proper expansion and control joints as per local requirements. • Foundation walls are not to. Be backfilled until properly. Braced. • Verify depth of frost footings with local codes • Foundation bolts must be anchored to sill plate with5/8" bolts embedded 15" in concrete walls. • Continued on sheets 11 & 12 FRAMING MEMBERS: • Unless noted otherwise, all framing lumber. Shall have the following characteristics: Fb = 1,000 psi Fv = 75 psi E. _. 1,400,000 psi • Contractor to confirm the size, spacing and stress characteristics of all framing and structural members to meet local code requirements. ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184th ST SW Property Owner contact: Doug Allyn (206) 372-6273 9/8/2023 CITY OF EDMONDS • Wall bracing method assumed as CS-WSP unless note otherwise. • Hole sizes and locations in GluLam or Laminate Veneered Lumber (L.V.L.) members aze to be confirmed by a professional engineer. • Any structural or framing members not indicated on the plan are to be sized by contractor. • All exterior walls are dimensioned to outside of/�" sheathing. • Calculated dimensions take precedence over scaled dimensions. • Unless noted otherwise, above all openings tha'i aze: (1) Load bearing and less than or equal to3 ft......... use 4x6. (2) Load bearing and more than 3 ft.................... use (2) 2x12 with %s" plywood between. (3) Non -load bearing and less than or equal to 6 ft........ Use 4x6. (4) Non -load bearing and more than 6 ft.................... use (2) 2x12 with ''/z" plywood between. (5) All exterior openings use(2) 2x 12 with. ''/z" plywood between. • All exterior corners shall be braced in each direction with let -in diagonal bracing or plywood. (See BWP Layout) • All purlins and kickers are to be 2x6's, unless noted otherwise. • Continued on Sheet 12 MISC. NOTES: • All materials, supplies and equipment to be installed as per manufacturer's specifications and per local codes and requirements. • Provide proper insulation for plumbing. • ''/s" water-resistant drywall azound showers and tubs. • '/2" drywall on walls, 5/8" drywall on ceilings. • When no brand is specified, windows aze called out by glass size only. • Window opening control devices on windows serving as required emergency escape and rescue shall comply with. ASTM F2090. • Windows, if not noted are assumed to be casements. • Window header heights aze 6"-8" unless noted otherwise. • Confirm window openings for your local egress requirements and minimum light and ventilation requirements. 09/01 /2023 Sheet 5 RESUB GENERAL NOTES APPLICABLE CODES FOR THIS BUILD • 2018 Washington State Residential Code • 2018 Washington State Energy Code • 2020 National Electrical Code, WAC and RCW • 2018 Washington Plumbing Code • City of Edmonds local regulations DESIGN CRITERIA FOR EDMONDS: • Min. Roof Snow Load 25 psf (non -reducible) • Ground Snow Load 25 psf (non -reducible) • Seismic Design Category Dl (Residential) / D (Commercial) • Wind Speed 85 mph (Basic), 110 mph (Ultimate) • Wind Exposure Level B • Winter Design Temp 27 degrees F (-3 degrees C) • Mean Annual Temp 50 degrees F (10 degrees C) • Frost Line Depth 18" CONCRETE AND FOUNDATIONS • All foundation. Walls and slabs on grade shall be 3000 PSI (28-day compressive strength concrete), unless noted otherwise. • All interior slabs on grade shall beaz on 4" compacted granular fill with 6 mil. Polyethylene vapor barrier underneath. • Provide proper expansion and control joints as per local requirements. • Foundation walls aze not to. Be backfilled until properly. Braced. • Verify depth of frost footings with local codes • Foundation bolts must be anchored to sill plate with5/8" bolts embedded 15" in concrete walls. • Continued on sheets 11 & 12 FRAMING MEMBERS: • Unless noted otherwise, all framing lumber. Shall have the following chazacteristics: Fb = 1,000 psi Fv = 75 psi E. _. 1,400,000 psi • Contractor to confirm the size, spacing and stress characteristics of all framing and structural members to meet local code requirements. ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184th ST SW Property Owner contact: Doug Allyn (206) 372-6273 9/8/2023 CITY OF EDMONDS • Wall bracing method assumed as CS-WSP unless note otherwise. • Hole sizes and locations in GluLam or Laminate Veneered Lumber (L.V.L.) members aze to be confirmed by a professional engineer. • Any structural or framing members not indicated on the plan are to be sized by contractor. • All exterior walls aze dimensioned to outside of/z" sheathing. • Calculated dimensions take precedence over scaled dimensions. • Unless noted otherwise, above all openings that are: (1) Load bearing and less than or equal to3 ft......... use 4x6. (2) Load bearing and more than 3 ft.................... use (2) 2x12 with''/z" plywood between. (3) Non -load beazing and less than or equal to 6 ft........ Use 4x6. (4) Non -load beazing and more than 6 ft.................... use (2) 2x12 with ''/z" plywood between. (5) All exterior openings use(2) 2x12 with. ''/z" plywood between. • All exterior comers shall be braced in each direction with let -in diagonal bracing or plywood. (See BWP Layout) • All purlins and kickers aze to be 2x6's, unless noted otherwise. • Continued on Sheet 12 MISC. NOTES: • All materials, supplies and equipment to be installed as per manufacturer's specifications and per local codes and requirements. • Provide proper insulation for plumbing. • '/�" water-resistant drywall around showers and tubs. • ''/s" drywall on walls, 5/8" drywall on ceilings. • When no brand is specified, windows aze called out by glass size only. • Window opening control devices on windows serving as required emergency escape and rescue shall comply with. ASTM F2090. • Windows, if not noted are assumed to be casements. • Window header heights aze 6"-8" unless noted otherwise. • Confirm window openings for your local egress requirements and minimum light and ventilation requirements. r09/01 /2023 Sheet 5 w .j ` R � ,^� y , � � � 7�� a- N FDUNA4??�1 ii //.__ _ RIGHT ELEVATION (EAST SIDE) �.�C�i�'WALL Pt��LINE 15, �1�ElI6NT L�iMiTLEVELC►TIbF�Nb�i L.DU) WA�.L PG A � � �� N� :;� 2� 2 ,. - - -, — � -- to a0 .� d i AV br LtRO►DE LtNE� 0 �� ' � 05'A3ovE�AV6 �c�P/bFf�MbN�S #%16H WALL PLAiE UnEf KE��H-r uMi-r law wRtL PLA�'E un1E �� - � - ti "-T�� -r- 1 < / I I � � 4 �— FRONT ELEVATION (SOUTH SIDE) POURE9 GoW�i2ETE �'oUNOATiON �'�' �� P�fr�RA9� C�yP? ME'�L"�"� AV6r C�RI�17E LINE TaP �� ounlDATroi� �' °� h REAR E --. -- �� LEVATION (NORTH SIDE) LEFT ELEVATION (WEST SIDE) POUREfl CoNGREiE �'ouNVAT�oN (-1--�P1 $'"�� v� ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 r09/O1/2023 Property Address: 8615 184'h ST SW SHOP /ACCESSORY BUIILDING Sheet 6 RESU Property Owner contact: Doug Allyn (206) 372-6273 ELEVATIONS sisi2o; SERVICES DEPARTMENT RESUB 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES SHEET7DELETED SEE SHEET 20 ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 �evi�sierr09/O1/2023 Property Address: 8615 184th ST SW SHEET DELETED Sheet 7 Property Owner contact: Doug Allyn (206) 372-6273 OPENING ID 1 TYPE WINDOW PRODUCT CODE 144X24TRANSOM SIZE 5'-2" X 2'-0" COUNT GENERAL NOTES: 1. North wall is 9'-1 I/8" above avg grade, South wall is 12'-5 1/8" above avg grade, East and West walls are sloped. 2. All exterior walls are 6" (51/2" stud +''/2" sheathing or HardiBoard) and all interior walls are 3'/2" unless noted otherwise." 2 2 3 WINDOW WINDOW 48X24 TRANSOM ' 36X24 TRANSOM 4'-4" X 2'-0" 3'-0" X 2'-0" 2 1 2 1 4 WINDOW 48X48 DOUBLE HUNG 4'-0" X 4'-0" A DOOR 144X96 FOLDING 12'-0" X 8'-0" B DOOR 36X96 EXTERIOR ] 3'-0" X 8'-0" 1 This floor plan differs from the S � ■wall plan. There is a bathroom. ■ � �A�ci��C �� Please see wall plan sheet � � ■ � ■ � ■ � ■ � ■ � ■ I �' �' �' �' �' �' (Please have a conversation with ■ �9�_ �� ■Building inspector 9'-1 1/8" HIGH WALL O /Q� �♦ tn� ., -vT� � w WOODSHOP ' a �- i �- 4" CONCRETE SLAB �. � ` � j COMPACTED GRANULAR �. � �.►� O ; FILL � SLOPED � i � � ` � CEILING �� p � t ___; p� � "' � �i2'-3 O � � � 1/8" WGH WALL RESUB -- 9/8/2023 ��i� /�/c{-,y_V+�/� ,� /� � y 5 =r �� r��^_K=l � ��!`�� 1 � I � /� �� Ll./ � // ��!_�17�� / � ^ � 'O�� G� CITY OF EDMONDS DEVELOPMENT WOODSHOP DEPARTMENT 598.3 sq ft 29'—/1 �� FLOOR PLAN SCALE: '/4" = 1'-0" ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Revision /O1/2023 Property Address: 8615 184th ST SW Property Owner contact: Doug Allyn (206) 372-6273 Sheet 8 Please have a conversation with Building _ inspector this is a High performance � ■batting. Common insulation batting may ' not work. Tvoical Shed Srile Solid Wooc Standing Seam Metal Roof Felt 1 Row Ice &Water Guard ''/z' OSB Sheathing R-38 Faced ]0'/4" Thick Instalat 6 Mil Poly Vapor Barrier 5/8" Drywall Taped &Sanded Tvoica12x6 Sidin¢ Exterior W Hazdiboard Siding s"�ib �� Air &Water Barrier ''/s" OSB Sheathing 2x6 Studs @ 16" o.c. Max Spac. Min R21 Insulation 6 Mil Poly Vapor Barrier %z'' Drywall Taped &Sanded Tvoical Sill Assembly: Anchor Bolt 5/8" Dia. @72" o.c 2x6 Treated Sill Plate �j" Cill C;ackPt_ — _ — _ — 3x3 washer plates are required for the anc system of the bottom plate Tvoical Slab Floor: 4" Concrete Slab R-]0 Foamboazd Insulation 6 Mil Vapor Barrier .4" Compacted Granular Fill _ _ Speak with Building inspector on the loa the R-10 slab insulation. Grade Determined Per Contracts 39 & 40) #4 Rebaz Centered 3" From Top #4 Vertical Rebar 48" o.c. (2) #4 Rebaz 2" From Sides 3" F CROSS SECTION ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184th ST SW Property Owner contact: Doug Allyn (206) 372-6273 RESUB 9/8/2023 CITY OF EDMONDS DEVELOPMENT High Wall Plate Lirt�Rvices Low Wall Plate Line *See Insulation Notes on Sheet 14 Top of Foundation (9" above average grade) Thermal Isolation: R-] 0 Rated Foamboard Under Slab *See Sheet 12 For Moisture Barrier and Insulation Requirements 8" Poured Concrete Foundation Top of Footing 16"x8" Continuous Concrete Footing to Below frost Line Frost line 18" per Edmonds Community Development Code (ECDC 19.05.020) --�r09/01 /2023 Sheet 9 i� RESUB 9/8/2023 GENERAL: OIDEVELOPMEON DS 1. This accessory building will be built following the 2018 Washington State Energy Code (WSEC)for conditioned space. Fenestration perE�%S�C Table. 402.1.1 to be followed. 2. Original proposed walkway covering has been removed. New detached 598.33 square foot accessory building will not be connected to the primary residence. The proposed accessory building will be a separate stand-alone structure and not a structural addition to the primary structure. It is exempt from the RS-10 Zone minimum setback of 20' from the rear lot line (because it is less than 600 sf.) but will instead be at the minimum rear setback of 5 feet (ECDC 16.20.OSO.C) and at the standard 10 foot setback from the North side property line. FOUNDATION/STEM WALL AND SLAB FLOOR (CONTINUED FROM SHEET 5): 1. Observe setbacks: slab North edge is l0' from side property line and East edge is 5' from back property line. 2. Originally proposed framed wood floor at the bathroom is deleted. Bathroom floor is cement slab. ' 3. Continuous concrete footing below frostline 16" wide x 8" deep. Two #4 rebars embedded in footing 2" from sides and 3" from bottom. a. Reference IBC R403.1.4 minimum frost line depth is 12". Lowest ground level contour is at SW corner of foundation. Excavation depth at SW corner will be 20"below grade. (12" frostline+ 8" footing.) NOTE: a. Per ECDC Frost Line depth is 18" b. Stem wall and slab floor 9" above average ground level 4. Foundation wall 8" wide and 19" tall. (18" frostline depth + 10"above footing + g" above avg ground.) a. Footing dimensions: (p)=4", (t)=8", (w)=l6". (Ref IRC Fig R403.1.3 (6)) b. #4 rebar centered 3" from top of foundation wall. Vertical rebar in foundation 48" o.c. c. Foundation wall reinforcement is #4 bars at 48" spacing per IRC Table R404.1.2(7). d. Min R-10 vertical insulation on exterior of foundation wall is either expanded or extruded polystyrene. (Ref IRC Table R403.3(1).)(R-value superseded by WSEC Table 402.1.1(c)). See Insulation section below. ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184t'' ST SW Property Owner contact: Doug Allyn (206) 372-6273 Revis=�023 Sheet 11 RESUB 9/8/2023 CITY OF DMONDS Anchor bolts: IRC R403.1.6 requires min. r/2" anchor bolts buried 7" deep in foundation. Eft o.c. max spacing with 7" penetration=vn ENT SERVICES foundation wall cement, and no more than 12" or less than 7 bolt diameters from each sill plate section. Ref. IRC R403.1.6. Simpson Strong -Tie SSTB 5/8" (28) locations Sill Plate to Foundation Anchor. (min. dia.)X17" Anchor Bolt UPSIZED TO 5/8" FOR BWP HOLD DOWNS (SEE WALL BRACING /SILL ANCHOR SHEET) 6. Slab: Ref Sheet 5 notes, sheet 9 Cross Section, &Sheet 20 Foundation Plan a. Additional slab details: i. Min. 6 mil moisture barrier covering backfill. Joints with 6" lap and sealed (Ref. IRC R406.3.2.) ii. R-l0 2" rigid foam insulation over vapor barrier with taped seams. iii. R-10 vertical 2" rigid foam insulation separating slab floor edge from side of foundation wall. � iv. Permissible to install 2"x2" P.T. nailer flush with floor against wall for attaching interior trim (WSEC R402.2.9). FRAMING/WALLS (CONTINUED FROM SHEET 5): 1. Also reference framing on sheets 21 - 26 2. New shed design using CS-WSP wall bracing method with bracing as shown. (Ref. IRC R602.12) a. Min # of bracing units on each wall is 2. (Ref. IRC Table R602.12.4) b. Nail schedule for wall bracing is 8d 13/a" nails, 6" edge spacing and 12" field spacing, 16" max wall stud spacing, 7/16" nominal panel thickness (Ref. IRC Table R602.3(3)). c. Sheathing is OSB or plywood 7/16th" nominal fastened to 16" max spacing 2x6 studs 3. All hold downs and fastener type and spacing in accordance with IRC R602.12. 4. Folding patio door will be installed on South wall and will meet the requirements of the 2018 WSEC Section R303 and R402.2.4. 5. Interior non -load bearing Bathroom walls will be floor to sloped -roof ceiling. 6. South wall 144x24 Transom Windows replaced with (4) 60X24 Transom Windows with spacing as shown on framing detail. 7. FASTENER SCHEDULE See Sheets 17 - 19. HEADERS: See Header Calcs sheet in Architectural section. Note: 12' door opening header which extends to end of wall for CS-PF wall bracing - (stipulating until verification) 6x12 glulam header. City to approve before installation # offull-height studs at each end of exterior wall headers (Ref. IRC Table R602.7.5 (using <115 mph, Exposure B)) 4' header span: 1 10' header span: 2 6' header span: 1 12' header span: 2 8' header span: ] 14' header span: 2 Pony wall tension strap capacity 2050 pounds (IRC Table R601.10.6.4). Braced wall panel hold down or 35001b hold down straps where used in B WP locations (ref IRC Figure R602.10.6. ] ) ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184'" ST SW Property Owner contact: Doug Allyn (206) 372-6273 r09/01 /2023 Sheet 12 RESUB 9/8/2023 ROOF RAFTERS: CITY OF EDMONDS DEVELOPMENT 1. 2:12 sloped flat roof with 2"x12" southern pine SS rafters at 24" spacing on a 20' 4" span (ref Table R802.4.1(4)) SERVICES 2. Dimensions: a. Nominal 2x12 lumber (l'/2"x10'/z"), b. 2:12 pitch —High side bearing point is 40" higher than opposite side. 2:12 = 9.46 degrees. c. Rafter spacing is 24" o.c. d. Rafters extend 24" beyond walls at both ends and roof layout extends 18" both ends in the east -west direction. 3. Fasteners per 2018 IRC Table R602.3(1) Fastening Schedule #1-#7 4. Rafter connection to wall top plates with Simpson Strong -Tie H l Z or H2.SA bracket, and SDWC 15600-6" screws. 5. Rafter lateral support — 2x6 blocks between rafters midway between bearing points. 2x13 blocking also between joists above wall top plate. 6. Birdsmouth notch on both bearing points. 7. 2"x12" facia boards along full length of North and South roof ends 8. Hurricane tie to at all rafter to wall top plate bearing points. ROOFING: 1. Reference Sheet 9 Cross Section View 2. Fasteners per 2018 IRC Table R602.3(1) Fastening Schedule #l-#7 (See Sheets 17 — 19) FENESTRATION: 1. WINDOW maximum U-Factor 0.30 (WSEC Table R402.1.1) 2. SKYLIGHT maximum U-Factor 0.50 SIDING: 9. Hardie Panel siding 5/16" (Also reference notes on Sheets 8 & 9) 10. Fasteners per 2018 IRC Table R602.3(]) Fastening Schedule #1-#7 BATHROOM (Reference views on Sheets 10 & 30): 1. Bathroom local exhaust system is a 50 CFM min. ceiling fan vented to the outside meeting the capacity and the minimum airflow rate in accordance with table M1505.4.4(1). The water closet as shown on the drawing. will be 15 inches from the side wall to the centerline of the water closet and meets UPC 2018 Section 402.5. ALLYN SHOP ACCESSORY BUILDING BLD2022-ll58 Property Address: 8615 184t'' ST SW Property Owner contact: Doug Allyn (206) 372-6273 09/01 /2023 Sheet 13 RESUB INSULATION: 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES Walls (per WSEC R-21 Table 402.1.1 Roof/Ceiling (per R-38 WSEC Table R402.1.1 e Subgrade wall (per "] 0/15/21 +STB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the WSEC Table interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior R402.1.1(c)) of the basement wall. "10/15/21 +STB" shall be permitted to be met with R-] 3 cavity insulationlon the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "STB" means R-5 thermal break between floor slab and basement wall. Slab (per WSEC R-10 rated foamboard to be installed under slab. The entire area of a heated slab -on -grade floor shall be thermally R402.2.9.1 isolated from the soil with a minimum of R-10 insulation. 1. Ceiling/roof insulation: R-38 batting or rolls —see above table. 2. Wall insulation: R-21(min.) —see above table. INTERIOR FINISH: 1. Ceiling: 5/8" drywall taped &sanded (level 3 standard). a. Screw pattern 12" spacing on''/z" and 5/8" gypsum board. Ref. R702.3.5.1. 2. Walls: ''/z" drywall taped &sanded (level 3 standard). a. Screw pattern 16" spacing on '/2" and 5/8" gypsum board. Ref. R702.3.5.1. PLUMBING: 1. See sheet 37. ELECTRICAL: 1. See sheet 35. Hvac: 1. See sheet 37. ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184th ST SW Property Owner contact: Doug Allyn (206) 372-6273 D ��09/O 1 /2023 Sheet 14 RESUB 9/8/2023 Wall Bracing CITY OF EDMONDS DEVELOPMENT SERVICES CS-WSP bracing method 7/16" OSB sheathing on South wall because of CS-PF bracing method, and 3/8" on all other walls. Each wall using greatest value of the two methods based on wind or based on seismic. Calcs: North Wall: Continuous Sheathing with CS-WSP bracing panels. Table R602.10.3.(1) Based on Wind 4.5'x1.0 0.7x0.9x1.0=2.835' Table R602.10.3.(3) Based on Seismic D1 category 5.1'x1.Oxl.2x1.2=7.344' Actual: 12.0' South Wall: 4 sections of CS-PF type bracing and continuous sheathing in remaining areas Table R602.10.3.(1) Based on Wind 4.5'x1.Ox0.7x1.1x1.0=3.465' Table R602.10.3.(3) Based on Seismic D1 category 5.1'x1.2x1.2x1.2=8.812' Actual: 9.25' West Wall: Continuous Sheathing with CS-WSP bracing panels. Table R602.10.3.(1) Based on Wind 3.0'x1.Ox0.7x1.1x1.0 =2.31' Table R602.10.3.(3) Based on Seismic D1 category 3.4'x1.2x1.2x1.2=5.875' Actual: 8.0' East Wall: Continuous Sheathing with CS-WSP bracing panels. Table R602.10.3.(1) Based on Wind 3.0'x0.7x1.1x1.0 =2.31' Table R602.10.3.(3) Based on Seismic D1 category 3.4'x1.2x1.2x1.2=5.875' Actual: 8.0' ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 RC�;,z�-e,z2/2023-3 Property Address: 8615 184th ST SW Sheet 15 Property Owner contact: Doug Allyn (206) 372-6273 RESUB 9/8/2023 WALL BRACING END CONDITIONS (PER IRC FIGURE R602.10.7) CIDEVOELOPMEONTS Each end of continuously sheathed wall lines shall have one of the end conditions shown below. All corners of this building meet or exceed at l��tsi'°��e of the conditions in R602.10.7 and Figure R602.10.7 END CONDITION 1 (Return panel bracing) END CONDITION 2 (Hold down device (refer to hold down types note on Fi R602.10.6.1 END CONDITION 3 END CONDITION 4 North Wall Yes South Wall Yes Yes Yes East Wall Yes West Wall Yes WSP WOOD STRUCTURAL PANEL WALL BRACING FASTENER SCHEDULE Per Table R602.3(1) —Included in plan set Per Table R602.3(3) 6d Common Nails l .5" penetration in 3/8" panel thickness Max stud spacing of 16" and 6" spacing on panel edges and 12" field spacing 8d Common Nails 1.75" penetration in 7/16" panel thickness Max stud spacing of 16" and 6" spacing on panel edges and 12" field spacing CS-PF bracing fastener pattern per Figure R602.I0.6.4 —Included in plan set HEADER SPAN CALCS: 12' door opening: Table R602.7(1) using the 30psf snow load section and interpolating between the 12' and 24' building width columns for headers on the 20' walls 48" (4') window on E wall: 2-2x6 max span 5' with 1 jack stud each end 36" (3') door on W wall: 2-2x6 max span 5' with 1 jack stud each end , ' 36" (3') window on W wall: 2-2x6 max span 5' with l jack stud each end interpolating between the 24' and 38' building width columns for headers on the 30' walls 48" (4') window on N wall: 2-2x6 max span 4'-2.5' with 1 jack stud each end 52" (4'-4") windows on S wall: 2-2x8 max span 5'-3.5' with 1 jack stud each end 62" (5'-2") windows on S wall: 2-2x8 max span 5'-3.5' with 1 jack stud each end 12'(12') door on S wall: outside of table parameters Stipulating 6x12 glulam beam pending documentation verification. City to approve before installation. ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184�h ST SW Property Owner contact: Doug Allyn (206) 372-6273 R�visian�/12/2023-3 Sheet 16 RESUB 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES RESIDENTIAL NAILING SCHEDULE TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF SPACING OF FASTENERS FASTENEReb,c 4-8d box (2 '/: x 0.113"}or 1 Blocking between joists or rafters to top plate, toe nail 3-8d {2'/�" x 0.113"}; or Tce nail 3-10d box (3"x0. i 28");or 3-3"x0.13t"nails 4-8d box {2 % x 0.113")or 2 Ceiling joists to plate, tce nail 3-8d (2'/z" x 0.113"}; or III per joist, toe nail i 3-10d box (3"x0.128");or 3-3"x0.131"nails 3-16d box nails (3'/z" x 0.135") or 6 Rafter or roof truss to plate 3-t Od common nails (3" x 0.148"); or 2 tce nails on one side and 1 toe nail on opposite 4-10d box (3"x0.128"}; or side of each rafter or truss' 4-3"x0.131"nails 16d common (3 '/� " x 0. i62"} 24" o. c. face nail 8 Stud to stud (not at braced wall panels}I 10d box (3" x 0.128"}; or 3"x 0.131" nails 16" o. c. face nail 9 Stud to stud and abutting studs at intersecting wall 16d box (3'/z" x 0.135"); or 12" o.c. comers (at braced wall panels) 3" x 0.131"nails t6d common (3 Y:" x 0.162") 16" o.c. face nail 10 Built-up header (2" to 2" header with '/z" spacer 16d common (3'!?" x O. t 62") 16" o.c. each edge face nail 16d box {3 'h" x 0.135") 12" o.c. each edge face nail 5-8d box (2'fz' x 0.113"); or 11 Continuous header to stud 4-8d common (2 Yz"x 0.131 "}; or Toe nail 4-10d box (3" x 0.128"} 16d common (3 YZ" x 0.162"} t6" o.c. face nail 12 Top plate to top plate 10d box {3" x 0.128"); or 3" x O.i31"nails 12" o.c. face nail 8-16d common {3Vz" x O.t62"}; or 13 Double top plate splice 12-1fid box (3 ''/2" x 0.135"}; or Face nail on each side of end joist (minimum 24" lap 12-tOd box (3" x OJ 28"); or spNce length each side of end joint) 12-3" x O.t3t nails ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 I84t" ST SW Property Owner contact: Doug Allyn (206) 372-6273 FASTENING SCHEDULE Revis�n ngmi /�023 Sheet 17 RESIDENTIAL NAILING SCHEDULE RESUB TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,n,� SPACING OF FASTENERS 4-8d box (2 %z" x 0.113"}; or 3-16d box (3'/Z" x 0.135"); or 4-8d common (2'!z" x 0.131"); or Toe nail 16 Top or bottom plate to stud 4-10d box (3" x 0.128"); or 4-3" x 0.131 nails 3-16d box (3 %' x 0.135"}; or 2-16d common (3 ''/z" x 0.162"); or 3-10d box (3"x 0.128"); or End nail 3-3" x 0.131 nails 17 Top plates, laps at corners and intersections 3-10d box (3" x 0.128"); or 2 -16d common (3 %" x 0.162"): or 3-3" x 0.131 nails Face nail 26 Band or rim joist to joist 3-16d common (3 %" x 0.162") 4-10 box (3" x 0.128"}, or 4-3" x 0.131"nails, or End nail 4-3" x 14 ga. staples, 7/16" crown 22 Rim joist, band joist or blocking to sill or top plate (roof application also) 8d box (2'/z" x 0.113") 4" o.c. toe nail 8d common (2'/a' x 0.131"); or f Od box (3" x 0.128"); or 6" o.c. toe Waif 3" x 0.131"nails 28 Ledger strip supporting joists or rafters 4-16d box (3 %" x 0.135"); or 3-16d common (3'Iz" x 0.162"}; or 4-10d box (3" x 0.128"}; or At each joist or rafter, face nail 4-3" x 0.131 nails MATERIALS Edges Intermediate supports (inches)' (inches) Wood structural panels, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing (see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing} 30 '/a" -'lz" 6d common (2" X 0.113") nail (subfloor wally 8d common (2'/a" x 0.131") nail (roof}or RSRS-01(2'/1' x 0.113" nail (roof? i 6 12' 31 19h2' - 1" 8d common nail (2Vz" X 0.131"}; ar RSRS-Oi; (2'/s' x 0.113") nail (roofy 6 12' _ 35 'lz" gypsum sheathings 1 �/z" galvanized roofing nail; staple galvanized, � � 1 11 long; 1'/a screws, Type W or S 36 s/e" gypsum sheathings 131a" galvanized roofing nail; staple galvanized, � � 1`�/s" long; 1 5/8"screws, Type W or S ALLYN SHOP ACCESSORY BUILDING BLD2022-1 158 Property Address: 8615 184"' ST SW Property Owner contact: Doug Allyn (206) 372-6273 FASTENING SCHEDULE Revi��1!2023 Sheet 18 RESUB 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES RESIDENTIAL NAILING SCHEDULE TABLE R602.3{1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS OF BUILDING ELEMENTS (NUMBER AND TYPE OF FASTENER""� SPACING OFFASTENENS Wood structural panels, combination subfloor underiayment to framing 37 31," and less 6d deformed (2" X 0.120") nail or 6 12 8d common (2'lz" x 0.131 ") nail 38 r!e^ _ 1„ 8d common (2'!1' x 0.131"} nail or 6 12 8d deformed (2'Iz" X 0.120"} nail 39 1'la" - i'!�" 10d common (3" x 0.14$") nail or 6 12 Sd deformed (2'li' X 0.120") nail For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 ruts; 1 Ksi = 6.895 MPa. a. Nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending yield strengths �s shown: 80 ksi for shank diameter of 0.192 inch (20d common nail}, 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum'!rs-inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four -foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2}. f. Where the ultimate design wind speed is 130 mph or less, mails for wood structural panel roof sheathing to gable end wall framing shall be space 6 inches on center. Where the ultimate wind speed is greater than 130 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208. h. Spacing of fasteners on floor sheathing panel edges applies to panel edge supported toy framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof and floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. j. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. ALLYN SHOP ACCESSORY BUILDING BLD2022-1 l 58 Property Address: 86 l 5 184`I' ST S W Property Owner contact: Doug Allyn (206) 372-6273 FASTENING SCHEDULE Revin��1-�2023 Sheet 19 RESUB NOTE: Reduced building length by 1 inch making total area less than 600 sq ft to qualify for setback from rear property line to 5 feet. 29 � I (�� :as� 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES GENERAL NOTES: ]. Foundation walls are 8" to below frost line unless noted otherwise. e p a p a p a a p a• p e e � � -- • .-----•------------------------------�____--__-_---_--_--_-_-__--_-_---'--__-_---• a , p � . °� ; 8" POURED CONCRETE FOUNDATION � W/ 16"X8" CONTINUOUS CONCRETE ;FOOTING TO BELOW FROST LINE ; ' a� , SLAB � ' a ° a 4" CONCRETE SLAB � i ' ° ° 4" COMPACTED GRANULAR FILL � � 4 ; 6 MIL MOISTURE BARRIER Q SLAB TO BE THERMALLY ISOLATED FROM � � SOIL WITH MIN. R-l0 INSULATION 'll; R-5 THERMAL BREAK BETWEEN SLAB AND �; 9 � ° STEM WALL ° i a i 8" POURED CONCRETE FOUNDATION ; , ; W/ 16"X8" CONTINUOUS CONCRETE ;' ,° a ; FOOTING TO BELOW FROST LINE '; ,, � .______________________________________________________________________________'-- -' p � � v o v< v v< o v v a _ v e . v e .i 1� ----------------------------------------------------------------J;---__�_--__---___.. .�� .9 _II _-..� FOUNDATION PLAN ALLYN SHOP ACCESSORY BUILDING BLD2022-I 158 Property Address: 8615 184th ST SW Property Owner contact: Doug Allyn (206) 372-6273 FOUNDATION. PLAN n A�09/01 /2023 Sheet 20 Sill Anchors '/�"x7" min. PER IRC R403.1.6 (NOTE: ALL ANCHORS UPGRADED TO 5/8" DIAMETER TO ACCOMMODATE FIG R602.10.7 END CONDITION 2 HOLD DOWN BRACKETS). � Represents 28 sill anchor bolt locations. NOTE: North and South wall end locations include collocated hold downs (4 total). 6' maximum spacing &maximum wall end distance of 12"or 7 bolt diameters. *Product: Simpson Strong -Tie SSTB 5/8in x 17 5/8" End Condition Compliance for Continuous Sheathing Braced Wall Panels: North wall both ends meet IRC R602.10.7 End Condition 3 South wall both ends meet IRC R602.10.7: meets End Condition 2 using minimum 8001b hold down device. Both ends also meet End Condition 4 as adjacent wall BWP acts as return panel feature. *Product: Simpson Strong -Tie HDU2-SDS2.5 East wall both ends meet IRC R602.10.7 End Condition 3 West wall both ends meet IRC R602.10.7 End Condition 3 Ref IRC Fig R602.10.6. ] for detail view CS-WSP Bracing Method with Continuous Sheathing except where noted. Note: CS-PF Bracing Method at East end of South wall ►.� � ;� ,, ,,�. a 1 S�Lc. >Avtl �oRS ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184th ST SW Property Owner contact: Doug Allyn (206) 372-6273 a �� 5—P�,f�R�4��ivE ME�ru o D Revision !T2/2023-3 Sheet 21 CS-w�� 3/.a '' 0 5B RESUB 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES �� ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 . - I Property Address: 8615 184"' ST SW evtston /12/2023-3 �r Sheet 22 Property Owner contact: Doug Allyn (206) 372-6273 /yV� ��1 � �,Q, /� �� r f1 �UN � -I RESUB v� �s� L� Q.c..L �,�� rG ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184�h ST SW Property Owner contact: Doug Allyn (206) 372-6273 I/8/2023 OF EDMONDS VELOPMENT SERVICES �M �ti/�, Rev��;��-"�2023-3 Sheet 23 RESUB N w �s�' t�p.�.� �� G ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184�t' ST SW Property Owner contact: Doug Allyn (206) 372-6273 NDS VEL SE T .� N L � � Revision 8/12/2023-3 Sheet 24 i y -'� ,� �- � �i.� i RESUB 9/8/2023 CITY OF EDMONDS DEVELOPMENT JS`^o" F��1G�T RESTfZ1L�'►-b��Es �� _ � _rs_�„ -4 �� ,�, 2x8 � 9._ o,, <ox _ �l.v LAM dig ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 D�•n �9/O1/2023 Property Address: 8615 184th ST SW Sheet 25 Property Owner contact: Doug Allyn (206) 372-6273 SOUTH WALL FRAMING RESUB ` 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES �� -W �i� �Rh��Cx ��fo� Y g, ' R�� woe ��sct, c. ' c5-P� �5-�� G5_PG �-s�PF .� � _w __ �� a.. _ -__�. ;;� F ; _ _ _ _ _� � � �; ,�j � � �_ '� li If ` _� � � E t ��,,� � ,; �: �. _ _ ,� �. r_____ m .._._ __ _ �___ �_ . _----.-- 1 I 3` f 1, i �+-- -- -�� E i � ! � i oF' R �� ; � ;, � x �, �� j � f � �� f i r � � � f jf � i ' I � `I� � � � Ej � �E� E ;, _ w �r _� 'I _ � �-�$ . �� 3'' TN�s w��. 71 co''s��N� ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Revision 8/12/2023-3 Property Address: 8615 184'" ST SW ARCHITECTURAL PLANS Sheet 26 Property Owner contact: Doug Allyn (206) 372-6273 �0�.� ��GL ��Cl�� RESUB Wall Bracing CS-WSP bracing method 7/] 6" OSB sheathing on South wall because of CS-PF bracing method, and 3/8" on all other walls. Each wall using greatest value of the two methods based on wind or based on seismic. Calcs: North Wall: Continuous Sheathing with CS-WSP bracing panels. Table R602.10.3.(]) Based on Wind 4.5'x1.0 0.7x0.9x1.0=2.835' Table R602.10.3.(3) Based on Seismic D1 category S.l'x1.Oxl.2x1.2=7.344' Actual: l 2.0' South Wall: 4 sections of CS-PF type bracing and continuous sheathing in remaining areas Table R602.10.3.(1) Based on Wind 4.5'x1.Ox0.7xl.1x1.0=3.465' Table R602.10.3.(3) Based on Seismic DI category 5.1'x1.2x1.2x1.2=8.812' Actual: 9.25' West Wall: Continuous Sheathing with CS-WSP bracing panels. Table R602.10.3.(1) Based on Wind 3.0'x1.Ox0.7x1.1x1.0 =2.31' Table R602.10.3.(3) Based on Seismic D1 category 3.4'xl.2x].2x1.2=5.875' Actual: 8.0' East Wall: Continuous Sheathing with CS-WSP bracing panels. Table R602.10.3.(1) Based on Wind 3.0'x0.7x1.1x1.0 =2.31' Table R602.10.3.(3) Based on Seismic D1 category 3.4'x1.2x1.2x1.2=5.875' Actual: 8.0' ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184t'' ST SW Property Owner contact: Doug Allyn (206) 372-6273 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES Revision 87IZ/2023-3 Sheet 27 RESUB WSP WOOD STRUCTURAL PANEL WALL BRACING FASTENER SCHEDULE Per Table R602.3(1) —Included in plan set 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES Per Table R602.3(3) 6d Common Nails 1.5" penetration in 3/8" panel thickness Max stud spacing of 16" and 6" spacing on panel edges and 12" field spacing 8d Common Nails 1.75" penetration in 7/16" panel thickness Max stud spacing of 16" and 6" spacing on panel edges and 12" field spacing CS-PF bracing fastener pattern per Figure R602.10.6.4 —Included in plan set HEADER SPAN CALCS: 12' door opening: Table R602.7(1) using the 30psf snow load section and interpolating between the 12' and 24' building width columns for headers on the 20' walls 48" (4') window on E wall: 2-2x6 max span 5' with 1 jack stud each end 36" (3') door on W wall: 2-2x6 max span 5' with 1 jack stud each end 36" (3') window on W wall: 2-2x6 max span 5' with 1 jack stud each end interpolating between the 24' and 38' building width columns for headers on the 30' walls 48" (4') window on N wall: 2-2x6 max span 4'-2.5' with 1 jack stud each end 52" (4'-4") windows on S wall: 2-2x8 max span 5'-3.5' with 1 jack stud each end 62" (5'-2") windows on S wall: 2-2x8 max span 5'-3.5' with 1 jack stud each end 12'(12') door on S wall: outside of table parameters Stipulating 6x12 glulam beam pending documentation verification. City to approve before installation. ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184th ST SW Property Owner contact: Doug Allyn (206) 372-6273 Revision 8/12/2023-3 Sheet 28 RESUB �+ - EXTENT OF HEADER WITH OOUBLE PORTAL FRAMES {TWO BRACEp EXTENT � HEADER WITH SMK,f.E PORTAL FRAME "�' {ONE BRACED Vt40.i.L FYWEtI--"-�----r-� ANCt1PR .75 PER SECT�N R403.f.Q FIGURE 602.10.6.4 METHOD CS-PF CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION THIS BRACING IS USED ON SIDES OF 12" OPENING TENSION STRAP CAPACITY 2050 POUNDS PER TABLE ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184{h ST SW Property Owner contact: Doug Allyn (206) 372-6273 CONTINUOUSLY SHEATHED BRACED H41t1 PANEL MEETING MINIMUM LENGTH REDUEREMENTS OF TABLE RdU2.16.5 HOLD-DOWNS Braced Wall Panel Detail Views 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES �avicinn 09/O1/2023 Sheet 29 BATHROOM NOTES: Entry door on West wall moved to mirror location at 48x48 window and 48x48 v Waste connection point at existing cleanout in crawl space of house under family Rennai or similar tankless water heater located in bathroom cabinet area. Min SOCFM bathroom fan exhausts to exterior either side wall or roof. �� u7iL Dw6� Sr•)ECT y2 tiJa�rt�/�R��rl ca�tN��, �b�u� A��( 13` l`R�/vl TbILET LbGAI'►oN IN 'WrolS�� C1��aWL _ SPACE. �lal"FR Sixl� -� Sr�olnlER 16"�'� �R�I N ,,,��-�� Ib' lotLET DWUN :o PLUMBING �'RN r!CL�55 NEA ER W R51-E 4�5 i N D��.r �.l R1�Ef� I N VJa�L O -O BATHROOM INSET RESUB 9/8/2023 CITY OF EDMONDS DEVELOPMENT �� SERVICES Tankless Water Heater ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 �o-gin �9/O1/2023 Property Address: 8615 184t" ST SW Sheet 30 Property Owner contact: Doug Allyn (206) 372-6273 BATHROOM DETAIL RESUB 9/8/2023 CITY OF EDMONDS PROJECT: i New Shop Accessory j Building -- - +New Deck � � - -- - - --�`� �' �- LAYOUT TITTLE: _ __t a nc�tl wae. ewe+ zrr �1�8 R , v � � Elevations --�,�h r ��■ � — �' OWNER: �- -- _ '- �— - Douglas Allyn West Elevation ADDRESS: 8615 184th st SW i Edmonds, WA i DATE: 08/26/2022 SCALE: ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 ARCHITECTURAL PLANS Revision 8/12/2023-3 Property Address: 8615 184th ST SW Sheet 31 Property Owner contact: Doug Allyn (206) 372-6273 r; MAC E2do�' �'c. �'vaT� vi.l' Aduel Rope Elevalbn= 27Y. Avp. c�eae= /Il, 99' i1 s�°' llt.�l9r I;��'lz' A��RA�� • �� / South Elevation ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184th ST SW Property Owner contact: Doug Allyn (206) 372-6273 t3 NDS NT 3' 9�� -n�o��8/12/2023-3 Sheet 32 I RESUB Sheet 33 deleted Replaced with Sheet l0A ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184'h ST SW Property Owner contact: Doug Allyn (206) 372-6273 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES -�2egisrerr 8/12/2023-3 Sheet 33 RESUB Sheet 34 deleted ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184th ST SW Property Owner contact: Doug Allyn (206) 372-6273 SHEET DELETED 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES -�v�s��n 09/O1/2023 Sheet 34 RESUB 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES ELECTRICAL ELECTRICAL: 1. Electrical permit through LNI 2. Sub -panel fed from breaker in house electrical panel located in garage. Underground feed installation 3. Install SOCFM ceiling exhaust fan in bathroom. 4. Install Rennai type demand electric water heater in bathroom. 5. Exterior lighting on 3-way switches 6. Install GFCI receptacles in the following locations, bathroom, South side exterior, West side exterior. 7. Exterior Receptacles mounted in Weatherproof Covers. 8. General use receptacles per electrical permit Electrical Panel Schedule 1 1 15 Outdoor Li hts Rennai hot water A 2p30 2 3 1 15 Indoor Li hts 4 5 1 20 Bathroom rece tacle Rennai hot water B 2p30 6 7 1 20 Indoor Rece tacles &Bathroom Fan 8 9 1 20 Outdoor Rece tacles BLANK 10 ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184t'' ST SW Property Owner contact: Doug Allyn (206) 372-6273 ELECTRICAL r09/01 /2023 Sheet 35 6Fc wP� I � 'v� P ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184t" ST SW Property Owner contact: Doug Allyn (206) 372-6273 ELECTRICAL RESUB 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES S= swt-tcH S3 �3waY Sul. 4�WP = W E PRJ� ouT�� r��= 6R��n1D �tT PRoTF_c.Tt'7 �t..YY'LET L� CzHT � EL �� Revis= ��023 Sheet 36 RESUB 1. Portable plug-in heater. HVAC PLUMBING 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES PLUMBING: 1. Homeowner or Contractor to secure separate plumbing permit. 2. Using 2018 Washington State Uniform Plumbing Code (WAC 21-56) 3. Plumbing will be roughed in prior to foundation and slab cement pours. a. Drain to connect with drain tee in house crawl space under family room area with min 1/a" per foot drain slope. b. 1" min. pex cold water line to be stubbed out in bathroom wall with shutoff valve in bathroom. Verify with property owner for exact location. c. Cold water to toilet, bathroom sink, shower and Rennai tankless heater. 4. Rennai or equivalent tankless electric water heater installed on bathroom wall as noted on drawing. a. Hot water to shower and bathroom sink. 5. Gas line installation from house crawl to North exterior wall 18" from West corner. To be capped off at 6" above average ground level. 6. Install shutoff valve near capped end. PAGES 38 TO 43 HAVE BEEN REMOVED FROM THE RESUB PER APPLICANT REQUEST. SEE SEPARATE APPROVED PLANS ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 �9/O1/2023 Property Address: 8615 184t" ST SW Sheet 37 Property Owner contact: Doug Allyn (206) 372-6273 HVAC &PLUMBING RESUB 9/8/2023 ;ITY OF EDMONDS DEVELOPMEM SERVICES DECK DECK: (all spruce framing lumber for ledger, joists, beams, &posts are pressure treated) 1. Using Simpson Strong -Tie DTT1Z-KT Deck (Lateral Load) Tension Tie Installation Kit: (4) tension ties with installation hardware. 2. Updated plans indicate attach points, lateral load design, and compliance with IRC R507.9.2. a. Use ledger end distance, spacing and staggered rows per IRC Deck: spacing of the lag for the ledger to band joist connection. Lag screws should be spaced max 23" spacing in accordance with IRC Table R507.9.1.3(2) and Figure R507.9.1.3(1). 3. Ledger to Band Joist connection: a. LedgerLOK Deck Ledger Fastener 3 5/8" lag screws pattern and spacing is staggered/offset rows equally spaced at 16" o.c. (Ref. IRC Table R507.9.1.3(1) and Figure R507.9.1.3(2). ) Minimum end and ed e distances ands acin between rows Top Edge Bottom Edge Ends Row S acin Led er 2" 3/4" 2" 1 5/8 " Band Joist 3/4" 2" 2" 1 5/8" 4. ML connector with SDS Steel Screws � for attaching Rim Board 5. SDWS Timber Screws (SDWS-SS, SDWH Timber -Hex HDG) connects Rim Board to end of each Joist 6. Joist spacing 16" o.c. with 2x6x141h" blocks for spacing and vertical support. 7. Deck handrail: a. Guardrail to sustain 200 psf. Guard Balusters to sustain 50 psf (in compliance with IRC Table R301.5). b. will be built with inside post mounting using 4x4 wood posts with 2x6 and 4x4 bracing support and fasteners per schedule. c. Posts to be 6' o.c. max. distance ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 D�� 09/O1/2023 Property Address: 8615 184th ST SW Sheet 44 Property Owner contact: Doug Allyn (206) 372-6273 ELECTRICAL RESUB DECK MATERIAL LIST 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVIC S Simpson Strong -Tie DTT1Z-KT Deck Tension Tie Installation Kit Ref. IRC Figure R507.5.9.2(1) Ledger to wall plate inside house structure connection Simpson Strong -Tie SDWS Timber Screws Ledger Board -House connection Ledger Connection to Band Joist (IRC Table R507.9.1.3(1) Led er (2) 2"x8"x10' p.t. hemlock/fir Simpson Strong -Tie HDG CBSQ66-SDS2HDG Post base to Foundation Tie 3 Posts (3) 6"x6" p.t. hemlock/fir Simpson Strong -Tie BC6Z Post to Beam bracket (IRC Fi ure R507.5.1(1) BEAM OVER POST CAP) Beams (2) 6"x8"x10' p.t. hemlock/fir Size per IRC Table R507.5(2) Simpson Stron -Tie LUS28Z Inner Joist end bracket support interiorjoists to led er connection Simpson Stron -Tie LUC28Z Outer Joist end bracket support outer joists to led er connection Joists @ 16" o.c. spacing and Band Joist (22) 2"x8"x8' p.t. hemlock/fir" Joists Simpson Strong -Tie H2.5A Hurricane Tie Joist to beam connection Simpson Strong -Tie HIZMAX Hurricane Tie Joist to beam connectionusbank.copm Joist spacin blocks (22) 2"x6"x14 1h" p.t. hemlock/fir" 8 Handrail posts (8) 4"x4" p.t. hemlock/fir Trex® Rain Guard utter Trex® Rain Guard downspouts (18) Led er z channel Trex® Rain Guard 4" tape Trex® 1x4 composite deckin 140 Linear feet Trex Hideaway Universal Fastener Decking to joist connectors Trex® 4x4 post cover (8) Trim Trex® 4x4 post base trim (8) Trim Trex® 4x4 post cap (8) Trim Trex® handrail kit (6) Handrail and baluster kit ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184�h ST SW Property Owner contact: Doug Allyn (206) 372-6273 evi ' n 8/12/2023-3 Sheet 45 RESUB 9/8/2023 1. Deck beam installation: Beam pieces are resting on top of posts supported in the BC6Z post to beam brackets. C1pEVELEO°M°N°S 2. Deck floor surface is composite Trex decking. Fasteners installed per manufacturer's instructions. SERFCES 3. Underneath the decking is Trex® Rain Guard drain system. As noted in plans, this deck is constructed as an "impermeable surface",and rainwater to be diverted by the Trex Rain Guard system and gutter/downspout drained into adjacent round raised garden bed. Rain Guard system installed per manufacturer's instructions. 4. FASTENER SCHEDULE Led erLOK Deck Led er Fastener 3 5/8" Led er to house fasteners Simpson Stron -Tie SD Connector Screw SD9112R100 #9 x 11/z" Simpson Stron -Tie SD Connector Screw SD92129100-R #9 x 2 1/z" PowerPro Exterior Wood Screws Hillman 48611 #9 x 3" Simpson Strong -Tie SCN Smooth -Shank Connector Nail Hot -dipped alvanized 16DHDG-R 16d x 3 1/z" Trex Hideawa Universal Fastener Deckin to joist connectors 5. Deck Fasteners are ASTM A153 and IRC R317.3 compliant. Fasteners for preservative treated and fire -retardant treated wood shall be of hot dipped zinc coated galvanized steel, stainless steel, silicon bronze or copper. Coating weights for zinc coated fasteners shall be in accordance with ASTM A153. Reference IRC R317.3. ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184th ST SW Property Owner contact: Doug Allyn (206) 372-6273 -�et�is�err 8/12/2023-3 Sheet 46 Deck Planner 50ftware'"^ Report Permit Info LEVEL 1 (— -�-_-'_ .---- - .. Y Y______ __-__ Plan view construction (blocking not shown for clarity) '_ I-�- - ----- Structural Information: Level 1 Height of level (top of decking) � 119 1/4 Max �o ist span 70 1/2" a �..__...____�___.V Max joist cantilever (� 16 1/2" � _.__ __ __�.. __ -,� _..� _.. �..,1 Max. beam span 1141/4" Max. beam cantilever l 6" � Footing depth � 18" �._�.. �� __._ A Footing area (ea.) ;' )-___._. 9 1/2" ftz -_.�_-�--- W-�- Designed live load 60 Ib/ftz �__ ' ��__,_..__ Designed dead load _ _..._._ _ _._... �--.... t .. 10 Ib/ftZ _. _ . Deck and Post Height Your design height is 119 1/4" from the top of the decking to the ground level. The top of the deck support posts will therefore be 102 3/8" above ground level. �OIStS Set joists on top of beams, 12" center -to -center. ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184t'' ST SW Revision 8/12/2023-3 Property Owner contact: Doug Allyn (206) 372-6273 Sheet 47 NOTES FFONdTNE o, 9�,� 6[p:�rl 7iTi F �- V a� c �,1� �,_:_. i'� �'_.� .'-_ .1�� , �E �i�� ®�'. �___ �i�� 1�� o� � � �� ■� �� l��. �� 8615 BEDROOM 4 DECK PLAN VIEW DRAWING, LEVEL 1 RESUB 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES i{:81D ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 ARCHITECTURAL It�.��n 8/12/2023-3 Properly Address: 8615 184t" ST SW -i Sheet 48 Property Owner contact: Doug Allyn (206) 372-6273 RESUB ST�t��R F� ST�f��Ra Etd 2 �.i .� tiv�tiN. ��.0 Ay StF P .� � #-.fi'1L 11 iaG. �� _'""" For SI: 1 inch = 25.4 mm. 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES � � ✓� � � � �'.' a � 1�.' w �� III w� ��E � � I �J� IIRI €� '� FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS �J,S��I� L'�Dc�E�L(�� /a''�ASTEN��S w � ,i �� r„�r - - . ,ems ......�.,•.�. ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 ARCHITECTURAL PLANS �;�ion 8/12/2023 Property Address: 8615 184th ST SW p �� U�Po��' �IA C�RA,N� Sheet 50 Property Owner contact: Doug Allyn (206) 372-6273 >st Cap sure Treated Post BCS Post Cap rConnection Connector �ete Footing j 3„ Kss'z �_�-�- �, �E�knnS : , Cv�g �R�,fuR67a��-�'�,? .. _Y _ L..�D�o M, z�- �-------- RESUB 9/8/2023 s DEVELOPMEN PROJECT: sERvices ��,��15 New Shop Accessory Building + New Deck � LAYOUT TITTLE: Connectors Details Post Beam Connector m `a .�a .� Post Pier Connector 8 �, OWNER: Douglas Allyn ADDRESS: �(% y� 8615 184th st SW 12„ � Edmonds, WA DATE: t QU 08/25/2022 / SCALE: �Z� xZ�`� SHEET: ��GK �� i � ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 ARCHITECTURAL PLANS—��sion 8/12/2023 Property Address: 8615 184th ST SW Sheet 51 Property Owner contact: Doug Allyn (206) 372-6273 RESUB Post to Beam Connection with Knee Brace "_ _ Or 9131E�t �� d ewe part. wldchralrr k 9��' Gex�aMa�n neigiM, '�< f9N0YM 111rk1�ailAM"r �. �f fat bar' brs� M� n�Mawd M= aid. ut .pat snd b�r+wNh;-1lid �ikst a� Maa rki voex�a�+ ALLYN SHOP ACCESSORY BUILDING BLD2022-1158 Property Address: 8615 184t" ST SW Property Owner contact: Doug Allyn (206) 372-6273 germ enwe occur o,rrr p�fa wih 4-tt1"' m1rt. bMri�p 4 X 4 kCMM brace (1j 9t9" dWf�aMr ti�nrbclt a 1IZ • � r wtlh 6oP � bot&�m f�Yp��1 Prse teeiad DECK POST TO BEAM KNEE BRACE 9/8/2023 CITY OF EDMONDS DEVELOPMENT SERVICES r09/01 /2023 Sheet 52