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APPROVED PLN ENG BLD BLD2021-1620+Architectural_Plan+12.15.2021_1.34.48_PM+2575047Exg Deck to be Replaced: 265 sf per require Lateral tension ties re q p � Hardware and fasteners in contact with ■ R507.9.2 preservative -treated wood shall be of New Deck and Stairs to Grade: 110 sf ------------------------------------' I hot -dipped zinc galvanized steel, • --------------------------------- - - - --, stainless steel, silicon bronze or copper. I New Roof over Side Entry: y 40 sf Exposed deck framing hardware to be ' � p g � Intheabsence minimum M recommendations aminimum of ASTM A 653 New Front Porch Concrete Steps: 20 sf stainless steel if within 300' of Saltwater R507.2.3 type G185 zinc -coated galvanized steel, or I equivalent, shall be used. I I IRC R317.3.1 IBC 2304.10.5.1 ■ If as —built construction is different ease -----•--------------� than noted or shown,. 1 PT 6x6 Cal (Typ) PT 121 Cal (Typ) w/ 212E ea. side contact our office. w 1212T ea. side B ® end col 5 laces) ( Places) P5•_0' 5.-8" 24'-0" 8.-0. -A.-0. g•- Cantile V LVf\ I VIV Footing 24" x 24" x 24" deep (Typ) I L N b � u N I XI b �I 1: ~I HUCQ412 Concealed a Flange Hanger i •T, Ea. Side of Full Height P.T.6x6 Col I io � I Simpson HUCQ612 Concealed Flange Hanger Ea.end of 6x12 Footing 24"x 24" x 24" deep (Typ) Face Mount Hangers 2x12 U210 6x12 U610 N 'AMING X o_ .T.6x12 r N X N a 6x1 I I I - P.T.6x10 i i _ - - -J L--J 6 L__J L- J 6 iO I ---- ® I I I I I N I J N I I I U or LUC Joists Point Load Hanger(Typ) a ---- g ---------- ----------------- ----- I ------------------ - ------ ----- - Verify Header Verify He der I is a 4x10 is a 400 HUCQ612 Concealed Flange Hanger ® end of 6x12's (3 Places) I _ I ----�sSingdx]29som__-- I I I Iles Basement Wdb L I Vent 0.S I D ro � NI P.T.6 12 I I j15" unen I (.to. I I d I I I ' 'A• L0. 36" Counter 2e0e - ------------------ NEW LAUNDRY & BATH 1/8- - 1 -0 22'-7" All Exterior Headers are Existing ----------------------I All Existing Fdn & Exterior I I I I I I I I Walls are Existing and are Bearing Wal I I Elating Beam in Catlin !x%!p Header _- Exbting Header - — - — - —--------- ------------------------------------ I I I I I � I I I I I I I I I I I I I I I I I r-------------- ElstYlg MP I I I I x I- _--- rn _________ � I o r - - - - - i R I I Existing 5 1/8 x 17 114 au Lam Beam I I I � I I L____J I I Existing Footing and Column I -- --- I I I I I Mating gab -on -Grade I I I I I I I I I � Existing Gaa Furnace I I FIRST FLOOR FRAMING 1/4" = 1'-0" 10'-o" 32'-5- **All Exterior Walls are Load Bearing **Field Verify all Dimensions **2018 International Residential Code **2018 Uniform Building Code **2018 Wa.State Energy Code **Design Loads Ground Snow Load: 25 psf Live Load: 40 psf Deck: 60 psf Wind Speed: 110 mph **Soil Bearing: 1500psf (*'r*nGas Heating A Scope of permit is for deck and front porch cover only. Additional interior work has not been approved. City Of Edmonds Building Department Work DECK AND PORCH COVER Address 19028 SOUNDIEW PL Owner ; OSBORN Approved Date; 12/22/2021 Building Official Eric, C r e'r Permit Number' BLD2021-1620 XJ0-i % a- ENGINEERING DIVISION APPROVED AS NOTEDi'ti'' " 4 ,1111, tV1.✓.�,rt,,mz 12/30/2021 APPROVED BY PLANNING HDU5 Holdown or MST60 Holdown Jan 182022 Mary Ann and Tim Osborn Per Section #2 or #3 (6 Places) 19028 Soundview PI. Edmonds, WA 98020 Parcel No: 27031300405100 Date: 11/23/2021 RECEIVEDWyatt Design ^/ r� r1 Peggy Wyatt n P r ,1 I:c] / n/ 1 205-790-3062 L of 8 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT *Zoning: RS-12 Lot Coverage Allowed: 35% Lot: 27,007 sf x .35 = 9452 sf Bldg Pad: 2223 sf Structural Lot Coverage: 3160 sf *Natural Gas Heating *Glazing: 659 sf of Sq. Ft. = 20% W Mary Ann and Tim Osborn 19028 Soundview PI. Edmonds, WA 98020 Date: 11/23/2021 RECEIVEDWyatt Design 7 Peggy Wyatt J Dec 15 2021 I 206-790-3062 of 8 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Beam #1 GL 5 1 /2 x 13 1 /2 or GL 3 1 /2 x 16 1 /2 ROOF FRAMING PLAN 1/4' = 1'-0' (E) Existing Headers (Typ) **2018 Washington State Energy Code No New Square Footage New Siding New Asphalt Shingle Roofing New Windows — 703 sf @ U-30 **Existing Roof Venting Attic — 2024 sf Venting Req'd — 2024/300 = 6.75 sf 3.375 Eave & 3.375 Gable End Venting 3.375 x 144 = 486 sq.in. each Soffits exg — 20"x4" = 26 sq.in. NFA *Provide min 19 soffit vents = 494 sq.in. Gable End Vents — 3 exg @9 x 15? Enlarge to 14"x24" min = 168 sq.in.NFA *Provide (3) Gable End Vents = 495 sq.in, ===== Wall to be Removed At Grids 2O AOBc Re —nail Plywood Wall Sheathing w/ 16 Gauge x 1-3/4" Staples Spaced @ 2" oc @ Panel Edges G Mary Ann and Tim Osborn 19028 Soundview PI. Edmonds, WA 98020 I'2—M! ■ 1 O3 f �Z111X5 911111111 111.1 [ell] Date: 11/23/2021 RECEIVEDWyatt Design Peggy Wyatt4 Dec 15 2021 206-790-3062 of 8 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Max Ridge Actual Rid Average Grade EAST ELEVATION WEST ELEVATION "Yr w GLAZING 703 sq.ft.(164 sq.ft. New Openings) All Windows to be Replaced w/ U=30 Egress Windows provide Min. 8 Sq.ft. Sill Heights @ 36" 3121 sq.ft. Total Living Space = 22.5% Dec 15 2021 Mary Ann and Tim Osborn 19028 Soundview PI. Edmonds, WA 98020 Parcel No: 27031300405100 Date: 11/22/2021 Wyatt Design 15 asa of 8 DEVELOPMENT SERVICES DEPARTMENT E; SOUTH ELEVATION ,/r.,•-r NORTH ELEVATION 'pr.,•ar 4.0' Stairs to Grade Rise: 7 3/4" Max Run: 10" Min. SECTION A -A thru ENTRY kO' lelow "Field Verify All Dimensions 2x8 Rafters O 24" oc ,•_e• �2xftckllng 12 41 PI Hgt O New Entry Roof New (2) 2x10 Header (3)3'-0" x 3'0" Stopped in Glass -------------------- -- New Head Header O Entry Opening New 400 He der `1 See also Detail #11 I I !f H Mary Ann and Tim Osborn II 19028 Soundview %. Edmonds, WA 98020 Parcel No: 27031300405100 PARTIAL SECTION thru ENTRY Dec 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date: 11/23/2021 Wyatt Design asi->oo- of 8 •*AII Wood Exposed to Weather to be Pressure Treated +•Minimum Design Load — 60 psf •+AII Fasteners and Connectors to be Corrosive Resitant Simpson Strong Tie or equal Sheathir Siding — Flashing Decking La Screw Ballusters W7j/ 8d top & bottom to Rim Joist 202 Joist U212 Joist 1- See Det.#7 r 6x6 Column Col. Base r� r c 24" deep ea.way M SECTION B—B thru DECK Scale: 1 /2" = V-0" See Detall /6 Dec 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Mary Ann and Tim Osborn 19028 Soundview PI. Edmonds, WA 98020 Parcel No: 27031300405100 Date: 11/23/2021 Wyatt Design asi of 8 Double Stud ® Holdown - Add as Req'd Double Stud MST66 Holdown - Add as Req'd Simpson HDU5 Holdown 1/2" w/ All Holes 16dx w�1/2" w/(14)1/4'x2 6x6 Column SIDS Screws Nails Full Height I. rinto P.T.2x Ledger w/ (2) P.T. 6x6 Column Simpson Simpson ABU66Z 5/8 x 6" w/(12) 16d Nails Strong -bolt Exg Floor Joist per Plan 5 8" Threaded Exg Floor Jst per Plan =AV Existing Wall Rows Simpson 1/4'� x 3" SDS Screws ® 8" o.c. / 1 P.T. 6x12 Beyond Exp. nchor A Rod poxied 8' Simpson 5 8" x 6" P Existing 2x Concrete, uginy Simpson 'Set-up Strong Bol Expansion Anchor U.. ' Epoxy r Basement Wall Exg Floor Basement Wall _ V P.T. 4x12 &,Exgt Concrete Floor Exg Bsmt Concrete Floor v Existing Wall P.T. 2x12's T--HUCQ412 or Header 24•x2e Concealed Flange Hanger SECTION #1 SECTION #2 SECTION #3 SECTION #4 SECTION #5 Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" per Block /-(3)d �8d ®6'oc 2x Ledger w/(2) Simpson 1/ Railing by Others o x 3 1 /2 SDS Screws ® each Stud (3)8d Blocking (2) Bays 16d Toe -Nail ® 6' oc P.T.2x Ledger w/ (2) ®24' oc Existing Wall Rows Simpson 1/4'� x 3" IDS Screws ®8" 2x H25 �P1-6 Shear Wall o.c. Decking per Architect P Platers ExistingFloor Decking per Architect Joist P.T. 2x Blocking 8d®6"oc 16d ®6'oc Deck Joist per Plan P.T. 2x per Plan Sloped U28 Existing Wall 2x Blocking Existin Truss Existing Wall P.T. 2x12's P.T. Beam per Plan (3)16d H2.5 w/ 16d 410 Toe -Nails Bevel Top or Header Toe -nail 6x8 Beam of Beam J Existing Wall Per Block (4x10 Header Similar Section SECTION #6 SECTION #7 SECTION #8 SECTION #9 SECTION #10 Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Add 2x6's Vertical Plywood Breaks 1 3/4 Gauge" a'-o " Staples ® 2 oc,�-,��'?' Each Edge Stagger Staples Cricket as ,,,- 2x8 Rafters ® 24" oc Req'd 2k8 J *^ .. �,� • �. i . Blocking 4'oc ,- I :I ,% •'/ I : Exg TrussS;ov�L�v Exg Trusslz New Headed � 12x10 .1 1• ;,,'; 1 ; Mary Ann and Tim Osborn :T::�• 2x4 w 10d Nails @ 6" oc to : • ;' I::I I Vertical 2x 19028 Soundview PI. Edmonds, WA 98020 ................................................ H2.5 Install 1/2" Plywood Nailed to Top Bottom 3 1/2" x 10 1/2" Truss to be Cut Back 12 Parcel No: 27031300405100 SECTION #12 New Header Plan Chords and Diagonals with 10 Gauge SECTION 11 Date: 11 23 2021 per (G.L.3 1 /2"x10 1/2") x 1 3/4' Staples Spaced ® 2" oc w/ Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" R C E I V E D Wyatt Design (`�J All Edges Blocked Paggy Wyatt 8 ec 15 2021 206-790-3062 of 8 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT