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APPROVED ENG BLD PLN BLD2024-0733+Architectural_Plan+8.27.2024_12.38.47_PM+4465344ABBREVIATIONS GENERAL NOTES A P AB Anchor Bolt PBD Particle board A&B Above and Below PERF Perforated ADDL Additional PERIM Perimeter ADDN Addition PC Pull chain ADJ Adjustable/Adjacent P. CL Pantry Closet AFF Above Finish Floor P-LAM Plastic laminate AGGR Aggregate PLWD Plywood AL Aluminum PR Pair ALT Alternate PREFAB Prefabricated ANCH Anchor PSL Parallel strand lumber ANOD Anodized PT Pressure treated APPROX Approximate AVG Average R R Riser B REF Reference BLDG Building RH Right hand BLKG Blocking RM Room BM Beam RO Rough opening C s CAB Cabinet Structural steel designations CPT Carpet G.T. Girder Truss CL Closet L Angle CLG Ceiling PL Plate CLKG Caulking TS Tube steel CLR Clear CMU Concrete Masonry Unit SCHED Schedule COL Column SC Solid cored COMP Composition SECT Section CONIC Concrete SF Square feet CONST Construction SHT Sheet CT Ceramic Tile SHTG Sheathing CTR Center SIM Similar CTRSK Countersink SM Sheet metal CY Cubic yard SMS Sheet metal screws SPEC Specification D SQ Square d Penny S&R Shelf and rod DB Dead bolt SST Stainless Steel DBL Double STL Steel DEM Demolish STOR Storage DF Douglas Fir STRUC Structural DICA Drilled -in concrete anchor Sv Sheet vinyl DIM Dimension SIM Similar DN Down S4S Surface 4 sides DR Door/Drain IDS Down Spout T DT Drain Tile T Tread DWG Drawing TB Towel bar TC Trash compactor TEL Telephone E T&G Tongue & groove EA Each TOC Top of concrete EB Expansion bolt TOP Top of plate ELEC Electric(al) TOW Top of wall ELEV Elevation TPH Toilet paper holder EQ Equal TYP Typical EQUIP Equipment ETC Et Cetera U EW Each way UBC Uniform Building Code EXIST Existing UNFIN Unfinished EXT Exterior U.N.O. Unless noted otherwise F V FF Finish floor VB Vapor Barrier FD guorr�d 8� VCT Vinyl composition the DN ishe an installed by RT Vertical urnI e� an � ins ta��e� by owner W� trhical grain FIV Furnished and installed by vendor W/O Without FLR Floor WD Wood FLASH Flashing WPF Waterproofing) FOIC Furnished by owner; installed by contractor FOIV Furnished by owner; installed by SYMBOLS USED AS ABBREVIATIONS: vendor L Angle FOW Face of wall @ At FP Fireplace C Center Line FIRFloor Register d Penny FT Feet / Per FTG Footing PL Plate 10 Round/diameter G Square feet GALV Galvanized A Delta GL Glue laminated Plus or minus GLB Glue laminated beam G.T. Girder Truss GWB Gypsum wall board H HB Hose bib HC Hollow core HORIZ Horizontal HT Height HWD Hardwood I IN. Inches INCAN Incandescent INSUL Insulated INT Interior J JST Joist JT Joint K KID Kiln dried L LF Lineal feet LH Left hand LVL Laminated veneer lumber LVR Louver M MAX Maximum MDF Medium density fiberboard MDO Medium density overlay board MET Metal MIN Minimum MISC Miscellaneous N N North NIC Not in contract NOM Nominal NTS Not to scale 0 0C On center OPP HAND Opposite hand OSB Oriented strand board 1. See Sheet S1.0 for GENERAL STRUCTURAL NOTES. 2. All Architectural work performed shall be in compliance with the 2021 International Residential Code (I.R.C.) as amended by the City of Edmonds. All Structural work performed shall be in compliance with the 2021 International Building Code (IRC) as amended by the City of Edmonds. 3. Contractor shall verify all existing conditions, grades, and dimensions shown before commencing work. 4. All Elevator and Electrical work shall be bidder design. 5. Dimensions shown are to finish face of existing walls, to stud face of new walls, to centerline of post, to centerline of window and door openings and to face of concrete wall, U.N.O. 6. All NEW exterior walls are 2x6 studs unless noted otherwise. All existing and new interior walls are 2x4 studs unless noted otherwise. 7. Provide rigid or flexible flashing as needed at all exterior wall and roof openings to be water tight and to maintain positve water drainage away from structure caused by exposure to wind -driven rain and storm water. Head flash and pan flash all new window and door openings. 8. All plumbing, HVAC, and electrical vent openings and penetrations that occur on exterior of building shall be visually coordinated and arranged neatly. Review placement with Owner before cutting / installing. ENERGY NOTES 1. CODE: 2021 Washington State Energy Code as adopted by the City of Edmonds, WA. 2. Climate Zone: 4C 3. Method of Compliance: Climate Zone: Marine 4. Prescriptive Path: Table R402.1.3. Minimum insulation requirements: Fenestration - U-0.30; Skylight - U-0.50; Wood Framed Walls- R20 + 5 c.i. w/ headers @ R10; Doors - 0.20; Floors - R-30; Flat ceiling - R60; Vaulted Ceiling- R38; Below grade walls-10/15/21 int + 5TB; Slab - R10, 4 ft. 4. Energy Credits: Project Scope adds 129 s.f. of heated area to existing heated area of house. (See diagram below). Per WSEC R406.3, Item #5, the required number of credit options is 0 for additions less than 150 heated square feet. 5. Heating/Ventilating System: Heat Source: Existing - no change - Rinnai Boiler Unit with an AFUE of 95.5. Boiler serves domestic hot water and in -floor hydronic heat loop system throughout heated first and second floors except Sun Room. 500 watt radiant heaters are planned to be installed in remodeled entry andelevator spaces. 6. House Ventilation: Existing -no change. 7. Glazing Area Calculations: See Window Schedule on A4.0 8. Roof Ventilation: A) Roof Vent Area Required (NFVA): 121 S.F. new roof area / 300 V.S.F. = .403 S.F. or 58 net sq. in. NFVA (required) B) Net Roof Vent Area Provided: Ridge Vent Required: 40% - 50% of req'd. 58 net sq.in. = 23.2 - 29 sq.in. NFVA. Ridge Vent Provided: 5.0' x (Cor-a-vent 300 w/ 13.5 sq.in. / ft. NFVA) = 67.5 sq.in. NFVA Eave Block Holes Provided: 8 bays x (3) holes @ 3.14 sq.in. ea. = 75.35 net sq. in. NFVA (Soffit Vent: 20 lin.ft. x .079 lin.ft. NFVA = 1.58 sq.ft or 228 net sq.in. NFVA) TOTAL NFVA PROVIDED: 67.5 sq.in. + 75.35 sq.in. = 142.85 sq.in. NFVA OK. 9. Electric Service: (200amp., 120-240, 3 wire). Above grade. 10. Water Supply: City of Edmonds 11. Sanitary Waste: City of Edmonds GRAPHIC SYMBOLS 82„ 4„7'-62„ 105.6 S.F. EXISTING HEATED AREA 0 FLOOR LEVEL 2 15.2 S.F. ADDED HEATED AREA a FLOOR LEVEL 2 S 128.6 NET HEATED S.F. ADDED TO EXISTING HOUSE HEATED AREA OF 2,875 H.S.F. EARTH FILL 2 BUILDING SECTION GRAVEL FILL A3. :;��.•�',:"'x CONCRETE 2 WALL SECTION A3. MASONRY ELEVATION �L��C1�Lla� STEEL (LARGE SCALE) A3 FLASHING 3 2 A3 2 INTERIOR GYPSUM WALL BOARD ELEVATION ® PLYWOOD 2 DETAIL A3. WOOD STUD WALL 2 DETAIL FINISH WOOD A3. WOOD FRAMING 2 REVISION WOOD BLOCKING 00.0 NEW ELEVATION 1/00.0 (EXIST) MARK GLUE LAMINATED SECTION RIGID or FOAM INSULATION / PANEL BATT INSULATION 120' -------------------------------------------------------------- -------- PROPERTY LINE, TYP. O q o / e -O Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardle C%ITr Ml A A II COVERAGE CALCULATIONS COVERAGE CALCULATIONS: LOT AREA: = 8,760 S.F. ALLOWED COVERAGE RATIO: 35% (on lots greater than 5000 s.f.) = .35 X 8,760 S.F. = 3,066 S.F. PROPOSED COVERAGE: MAIN HOUSE & ATTACHED GARAGE = 2,150 S.F. TOTAL LOT COVERAGE = 2,150 S.F. COVERAGE % = 24.5% AREA CALCULATIONS EXISTING GROSS FLOOR AREAS: FIRST FLOOR (HEATED): 1,187 G.S.F SECOND FLOOR (HEATED): 1,748 G.S.F. FIRST FLOOR GARAGE (UNHEATED): 407 G.S.F. SHOP (UNHEATED) 263 G.S.F. TOTAL EXISTING BUILDING AREA: 3,605 G.S.F. Project adds 13 sf of new NEW GROSS FLOOR AREA ADDED (HEATED): impervious surface. See shaded area on plan. FIRST FLOOR (HEATED): 113.4 G.S.F. SECOND FLOOR (HEATED): 15.2 G.S.F. TOTAL NEW AREA ADDED: 128.6 G.S.F. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE TOTAL EXISTING & NEW G.S.F (HEATED & UNHEATED): 3,605 + 128.6 = 3,733.6 G.S.F. ENGINEERING DIVISION APPROVED 08/19/2024 /-IIU I LVVI\ OVERHANG PROJECT ADDRESS: 603 3rd Ave. North Edmonds, WA 98020 PARCEL NUMBER PARCEL #: 27032400203600 LEGAL DESCRIPTION ALL THAT PORTION OF GOV. LOT 2, SECT. 24, TOWNSHIP 27 N, RANGE 3 E., W.M., RECORDS OF SNOHOMISH COUNTY CO. WA, BEGINNING AT 829.82 FEET NORTH AND 487.6 FEET EAST OF THE SOUTHWEST CORNER OF SAID GOV. LOT 2 WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTH 29*19' EAST 73 FEET, THENCE WEST 120 FEET; THENCE SOUTH 29*19' WEST 73 FEET; THENCE EAST 120 FEET TO THE TRUE POINT OF BEGINNING. PROJECT DESCRIPTION REMODEL EXISTING SINGLE FAMILY HOUSE. SCOPE OF REMODEL INCLUDES: 1) INSTALL NEW 2 STOP PNEUMATIC VACUUM ELEVATOR LOCATED IN PROPOSED INTERIOR ENTRY WAY OF HOUSE. 2) ENCLOSE ENTRY PORCH TO CREATE NEW INTERIOR ENTRY HALL SPACE. 3) RAISE ROOF OF SECOND FLOOR LEVEL ABOVE ENTRY TO ACCOMODATE ELEVATOR OVERRIDE DIMENSIONS. 4) EXTEND EXISTING RIDGELINE AND REFRAME PORTIONS OF EXISTING ROOF TO BETTER CHANNEL ROOF DRAINAGE A lC/ CLCI. I Rll. ACCESS BOX .CHIMNEY .BAY ABOVE A .7 EL.+97.89 I I r tIIIIco L"' I REF. ELEV. POINT ; 4-1-1 /� I I EL.+96.08 I i (E) RIDGE EL+121.46 OPEN DECK �L------- ---------------- j (N) RIDGE EXTENSION `�\ i AVERAGE GRADE = EL.+96.91' T EL+119.96' `� I / SCALE 1 / 10" = V-O" L---------------1-1 I � ' 0 5 10 20 30 -��----------I- -- __�_�� L-I- 1 I----- i (N) RIDGE EL+120.04/�'� BUILDING HEIGHT CACLULATIONS (E) RIDGE-- --------{ i I AVERAGE GRADE: EL+119.96 i \�� \�� j i (A)97.89' + (B)97.86' + (C)95.81' + (D)96.08'= 387.67' �/ > 387,67' / 4 = 96.91' AVG. GRADE --------y % MAX. ALLOWED BLDG. HEIGHT = 96.91' + 25.0' = 121.91' MAX. ALLOWED 'b % EXISTING HIGHEST RIDGE ELEV. = 121.46' - OK. < f/q PROPOSED NEW OVER -FRAME RIDGE LINE EXTENSION ELEV.=119.96' OK. ADDITION RIDGE LINE ELEV. PROPOSED = 120.04' - OK. 1 i I __________ / FOUND MONUMENT / DATUM POINT EL. 95.81' CHIMNEY BAY REF. EL. +100.0' Jan. 1991 / Dec. 1997 Western Surveyors Inc. ._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._... -------------------------------- 34 3%" BUILDING HEIGHT CALCULATIONS AND DIAGRAM ORDINANCE NOTES PROJECT #: JURISDICTION: CITY OF EDMONDS, WA. ZONE: RS-6 CONSTRUCTION TYPE: V-B, WOOD FRAM SPRINKLERS: NO DRAWING INDEX: A1.0 GENERAL NOTES / ABBREVIATIONS A2.OD EXISTING FLOOR / DEMO PLANS 'mA2.1 D EXISTING FLOOR / DEMO PLANS A2.0 FLOOR PLANS: FOUNDATION, FIRST A2.1 FLOOR PLANS: SECOND FLOOR, RO A3.0 BUILDING ELEVATIONS Lathrop Douglass Architects Established in 1993 129 NW 50th Street Seattle, Washington 98107 Tel: 206.283.9730 www.lathropdouglassarchitects.com City Of Edmonds Building Department Work ADDITION/REMODEL/ELEVATORS Address:: 603 3RD AVE N Owner DAY -------------- ;3I,AFp66d Date -------- 08/27/2024 ____ _ Building Official ----------- FPermit Number --------------- BLD2024-0733 A3.1 BLDG. SECTION THRU GARAGE LOOKING WEST A3.2 BLDG. SECTION TRHU ENTRY/SUN ROOM LOOKING WEST A3.3 BLDG. SECTION LOOKING NORTH A4.0 ELEVATOR DETAILS & DOOR / WINDOW SCHEDULES S1.0 GENERAL STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 ROOF FRAMING / SECOND FLOOR "Y PLANNING S3.0 CONCRETE DETAILS S6.0 WOOD DETAILS S6.1 WOOD DETAILS Aug 27 2024 GENERAL CONTRACTOR TO BE DETERMINED BY OWNER OWNER / ADDRESS: Del Cross and Barbara Day 603 3rd Ave. North Edmonds, WA. 98020 CONTACT: Del Cross TEL: 206.498.0498 EMAIL: thedelcross@gmail.com ARCHITECT LATHROP DOUGLASS ARCHITECTS 129 NW 50th STREET SEATTLE, WASHINGTON 98107 CONTACT: LATHROP DOUGLASS AIA TEL: 206.283.9730 EMAIL: lafhrop@lathropdouglassarchitecfs.com STRUCTURAL CARTER QUINN NORLIN 2033 SIXTH AVE. SUITE 995 SEATTLE, WASHINGTON 98121 CONTACT: RI HAN, P.E. 206.264.7784 x 206 E-MAIL: wrh@cqn-se.com Zone RS-6 Corner Setbacks: Required Front 20' Sides 575' Rear 15' Other 25 Height �EAIS ' Flag _ Actual RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DAY -CROSS RESIDENCE NUMBER BY DATE REVISION L.D. 7.15.24 BLDG. DEPT. COMMENTS L.D. 8.27.24 DATUM POINT REDEFINED SHEET TITLE GENERAL NOTES/ ABBREVIATIONS/ INDEX DATE 5.30.24 DRAWN M.M.V. / L.D. SCALE AS NOTED A1.0 a-- a-- B A 3.2 A3.1 3.1 B C D E F G H i I i I I l I I i I 37'-10" - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - --!---------�-- ------------- ----- 1 j I � I � � I i IMPS. � I I AREA DEPRESSED IFDN. HD2, PER i SIMPS OPEN WALL AT DOOR I Dt."A" HD2 (E) 6" CONC. STEM WALL TO ON 15"X7"DP FTGS., TYP. i GARAGE I I L---I I I I ' I I II � I I I II I II I I II I i I I I I I i I I II (E) 4" CONC. SLAB I (E) 4" CONC. SLAB I I I I I I I I I I I I II i I I I I i I i I I i1 i I I I I I i I I II I I I I I II SIMPS. I Hp2, PER I I I I DTL. A L--- - - - - - - - - - - - - - - - --J L----------------------- DEPRESSED FDN. AT DOORS TI (E) SIMPS HD2 �cl I I RADON A3.3 IVENT -- - I Demo (E) 4" CONC. 1 I I F SLAB ON GRADE. i DEPRESSED FDN. I (N)4"SLABL PER I �� AT DOOR I IC/) STRUCT. I� I CD 1m� I� - � I � Q II A_ I 4" CONC. SLAB 0/VAPOR .6 MIL I 1 < I I I BARRIER OVER 4" OF COARSE I 1 2"x24 1"I I I I GRANULAR FILL (4" GRAVEL) I 1 ao LINE OF (N) (E) (E) 1 FTG.,! I I � CUBE LIFT 1 VERIFY t I I I I I � -- -- - � ABOVE I L YP• I -2 I I I I (E)SIMPS 1; I `' FDN. (WALL I I I HD2 J+------+------ ] - --� I I I -- --- -- LINE OF (E) SIMPS I I I I CONC. SLAB (N) STEM HD2 I I I WALL & FTG j I (E) 4" CONC. SLAB i I B PER STRUCT. 12"x12"x7" I I I A3.2 CONC. FTG. r 11 I L_J I I R-10 RIGID INSULATION. I 2'-0" HORIZ. UNDER SLAB i PERIMETER OR VERT. I I DOWNWARD @ FDN. WALL I I SIMPS I L HD2 -------------------J------------� IHID2SI °° 30' 2' 8' 4' A E F G H FOUNDATION PLAN CD N 1 J� LEGEND: EXIST. WALL TO REMAIN SHEAR WALL UPGRADE NEW WALL VENTILATION FAN $O SMOKE ALARM CO CARBON MONOXIDE ALARM (E) EXISTING (N) NEW ROOF DOWN SLOPE DIRECTION EXISTING DOOR NEW DOOR NOTE: ALL SMOKE ALARMS MUST BE INSTALLED AND INTERCONNECTED THROUGHOUT THE RESIDENCE PER 2021 IRC SECTION R314. —a— i Ln A B C I I I I 2, ' 18' I � II F- II GAS I II FP II II II II III III � III II II II II II II I II II II II II II II II II (E) REC. ROOM II II zllll QIIII "II II C) I Il II ZIIII 1 JIIII II II � II II II II I II II II II II II II II II II L— I � � I C - ' I i I I i Ln I O I I - 2" i BEDROOM 2 [Ei o m U_ J o CD �o N X x _w � U0 Q FIRST FLOOR PLAN 30' B A3.2 E F I � 37'-10" 19"-n 0" GAS I II I I H WT r------J- II II 1i I ,III � I ' I I I II GAS RAAI [ To Ah I x S STEM I II I I II W/D i i Ij I I I I II I -------------------�=====i=== - I � I I I i II I I I I � I (E) I II GARAGE I � I I I I I I I I I i UPGRADTO SHE, R PAN WALL PER STRUCT. PANEL & MET R IPLANTER UP 1 4" CONC. SLAB OVER EDGE _ 4'-2'j 10 MIL V.B. , 1 ENTRY �Sx'8" O '8' FOYER 100 ABOVE 101 � I I_ C - - FINISH FLR. - I A C CD OPNG. 0 BOTH SIDES X 4 102 CUBE LIFT PER MANUF. UPGRADE (E) SPECS (E) 4X4 1 TO SHEAR TYP. WALL PER STRUCT. S I POST, 2'O'x3'6° I C9 77 7" 101 2' 6„ 1 Va. L BEDROOM 3 6 Lathrop Douglass Architects Established in 1993 129 NW 50th Street Seattle, Washington 98107 Tel: 206.283.9730 www.lathropdouglassarchitects.com c-0 <Q _�-0 4871 DAY -CROSS RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESIDENCE SCALE 1 /4f� — 1-O" NUMBER BY DATE REVISION L.D. 7.15.24 BLDG. DEPT. COMMENTS 0 5 10 20 SHEET TITLE FLOOR PLANS DATE 5.30.2024 A2.0 DRAWN M.V.M. / L.D. SCALE 1 /4"=1 '-0" C~ L0 Ln B A A3.2 A3.1 A B C D E F G H i i 4'-2" 39'110" t I I 4 I �— I i I i E KITCHEN I - -- Io _ E GREAT ROOM ' lO DINING I B I I j L-� - I � _DN UPGRADE (E) TO SHEAR, I j A3.3 j WALL PER STRUCT. HALL I �' ' II I i OS (E) WALK �_ SUN ROOM I IN CLOSET �- X - A: o c ;I I W D 202 j ' 38"x38" I , �i (E) WALK CUBE FIN.FLR. -2 LOSE IN CLOSET TE LIFT OPNG. r-------- - 2'0" x3'6" I rj B 6„ j O A3.2 2'-6" 6 j (E) MASTER j j DE DEN ❑F BEDROOM 10'-6" j I I j BATH I I I I ® I I II j -----------------------------------j—� 30' 2' 8' 44' A E F G H CQ SECOND FLOOR PLAN co Ln --------- �a ------ LEGEND: EXIST. WALL TO REMAIN SHEAR WALL UPGRADEm NEW WALL F❑ VENTILATION FAN $� SMOKE ALARM CO CARBON MONOXIDE ALARM (E) EXISTING (N) NEW ROOF DOWN SLOPE DIRECTION EXISTING DOOR NEW DOOR ------- a ------ NOTE: ALL SMOKE ALARMS MUST BE INSTALLED AND INTERCONNECTED THROUGHOUT THE RESIDENCE PER 2021 IRC SECTION R314. QD ROOF PLAN B Y (:�) (::� A A3.1 a N • Lathrop Douglass Architects Established in 1993 129 NW 50th Street Seattle, Washington 98107 Tel: 206.283.9730 www.lathropdouglassarchitects.com -0 __0 __0 DAY -CROSS RESIDENCE RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NUMBER BY DATE REVISION L.D. 7.15.24 BLDG. DEPT. COMMENTS L.D. 8.27.24 DATUM POINT REDEFINED SHEET TITLE FLOOR PLANS DATE 5.30.2024 A2.1 DRAWN M.V.M. / L.D. SCALE 1 /4"=1 '-0" I QA FRONT FACADE (EAST) (E) EL.+96.48' QB SOUTH FACADE SCALE: 3/8" = 1'-0" 2 (E) RIDGE BEYOND EL+121.46' �1 0 J 10 20 L + fT9.96o (E) (E) (E) (E) EW RIDGE L. +120.04' TAID L� CD L(E) fflL u EL.+97.86' MAX. ALLOWED EL.+121.91' 46 Lathrop Douglass Architects Established in 1993 129 NW 50th Street Seattle, Washington 98107 Tel: 206.283.9730 www.lathropdouglassarchitects.com REGIS RED RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DAY -CROSS RESIDENCE NUMBER BY DATE REVISION L.D. 7.15.24 BLDG. DEPT. COMMENTS 2 L.D. 8.27.24 DATUM POINT REDEFINED SHEET TITLE BUILDING ELEVATIONS DATE 5.30.2024 A3.0 DRAWN M.V.M. / L.D. SCALE 3/8"=1'-0" (E) NEW FOUNDATION PER STRUCT. �_VTF_Nin tF1 pinrF- /cl KIODTU pnn� BU LD NG SCALE: 1 /2" = 1'-0" 0 BUILDING SECTION THROUGH GARAGE / KITCHEN (LOOKING WEST) 0 5 10 20 Lathrop Douglass Architects Established in 1993 129 NW 50th Street Seattle, Washington 98107 Tel: 206.283.9730 www.lathropdouglassarchitects.com RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DAY -CROSS RESIDENCE NUMBER BY DATE REVISION L.D. 7.15.24 BLDG. DEPT. COMMENTS L.D. 8.27.24 DATUM POINT REDEFINED SHEET TITLE BUILDING SECTION DATE 5.30.2024 DRAWN M.V.M..M. / L.D. SCALE 1 /4"= 1'-0" • IWi» (E) 12 51 NEW FOOTING AND STEM WALL PER STRUCT. (N) TRUSSES � c A3.3 (E) ROOF RIDGE BEYOND � f 0B BUILDING SECTION THROUGH ENTRY /SUN ROOM (LOOKING WEST) (E) TRUSSES 5 One] TniD w o� n _CD = c� I � @j c� O c� v 7 J z i__ SCALE: 1 /2" = 1'-0" 0 5 10 20 Lathrop Douglass Architects Established in 1993 129 NW 50th Street Seattle, Washington 98107 Tel: 206.283.9730 www.lathropdouglassarchitects.com 0 W CD Lf-)i00 Cfl Lc7 N Q x N Q EQ RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DAY -CROSS RESIDENCE NUMBER BY DATE REVISION L.D. 7.15.24 BLDG. DEPT. COMMENTS L.D. 8.27.24 DATUM POINT REDEFINED SHEET TITLE BUILDING SECTION DATE 5.30.2024 DRAWN M.V.M. / L.D. SCALE 1 /4"=1 '-0" Q Q A SCALE: 1 /2" = 1'-0" �C BUILDING SECTION THROUGH ENTRY /SUN ROOM (LOOKING NORTH J I LIVI YYPILL I LI\ J I I\UU I. 5 10 20 • Lathrop Douglass Architects Established in 1993 - 2 129 NW 50th Street ' Seattle, Washington 98107 Tel: 206.283.9730 www.lathropdouglassarchitects.com A ERAGE GRADE 2 EL.+96.91' G9S"'IRED RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DAY -CROSS RESIDENCE NUMBER BY DATE REVISION L.D. 7.15.24 BLDG. DEPT. COMMENTS L.D. 8.27.24 DATUM POINT REDEFINED SHEET TITLE BUILDING SECTION DATE 5.30.2024 DRAWN M.V.M. / L.D. SCALE 1 /4"=1 '-0" HEAD ON TOP ATTIC 7, HE=-1 B1 1 5 B 1355,60nn] [2717.79mr-J 0-11D REDUCED OVERHEA1 LEr^^ rd E HEAD UNIT HEIGHT 1'-8• [509,21r r ] INTERMECIATE 2ND FLOOR / / - -? EE PET -IL 9'-4' [2844.80nn] FLOOR TO FLOG= GROUNDFLOOR NOTEI 1 INTERNAL DIMEN'_:ION OF CABIN WITHOUT COLJMN IS 29 1/2'(749,3MM) AND THE INTERNAL CABIN HEIGHT IS 6'-5' (1651MM) POOR WIDTH IS 26 1/2' (673.1MM) THE GIVEN LOAD ON THE GROUND FLOOR IS BASED ON A CAR FULL LOAD OF 450 LPS ( 204KG ), BRAKE ANCHORING, AND MOMENTJM / STRESS UNDER BRAKING, THE LOAD IS 75 PSI, (NOTE; GIVEN LOAD IS WHEN CAR IS AT TOP FL❑❑k LANDINC AND RESTING ON COL,JMN/RAILING,THE LOAD IS TRANSMITTED VERTICALLY TO GROUND FLOOR VIA COLUMN) ?. THE EQUIPMENT WEICHT IS 465 LBS J, THE DIMENSION OF EALH OLUMN IS 5,3'X4,77'(134,83MM X 121,19MM) AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASME A 17,7 CERTIFICATE # NA 10 - 0842 - 1004 - 003 - 01 20 PNEUMATIC VACUUM ELEVATORS, LLC GUIDELINES PER MANUFACTURER General' • External CUBE dimension: 36" x 3V • Rated Load: 450 lbs. (205 kg) • Speed: 40 fpm • No pit required. Bottom level floor must be 100% level as elevator rests on existing floor, • No holst way required, • Penetration required to Install through floors and ceilings; 38" (965,2mm) Safety: • Automatic descent to ground level at safety speed In the event of a power fallure. • Mechanical emergency brakes within two Inches of free fall In vacuum loss or catastrophic failure. • Electromechanical Interlocks at each landing • Alarm system and telephone Certification: • American Society of Mechanical Engineers ASME A17,7 • See Supporting certificate and report • Certificate # NA 10-0842-1004-003-01 • Entrance width opening: 26 112 " (673,1mm) • Internal cabin height: 77" (1955,8mm) • Internal cabin dlrnertslon: 29,5"x 29.5" (749,3mm) • Automatic LED lighting and cabin fan • Door Height: 78" (1,981.2 mm), • Height to top of Door closer: 78,5" (1993,9mm), • Each landing level specified will Include only one door. • 24 Volt electrical circuits with all controls In cabin, • Push button call controls with precise leveling at each landing. • Gate Switch WINDOW & GLASS DOOR SCHEDULE 4.30.24 CROSS -DAY MARK WINDOW Nominal Dimension Unit Area (s.f.) Total No. of Units Total Glazing Area (TGA) Rated U-Value* TGA x U-Value R.O. Head Height Model # Remarks Width Height 101 CASEMENT 2'-0" x 3'-6" 7.00 1 7.00 0.3 2.10 6'-10" 102 GLIDER-XO 4'-10" x 3'-6" 16.91 1 16.91 0.3 5.07 6'-10" 201 CASEMENT 2'-0" x 3'-6" 7.00 1 7.00 0.3 2.10 6'-10" 202 CSMT/L-PICTURE-CSMT/R 8'-0" x 3'-6" 28.00 1 28.00 0.3 8.40 6'-10" TOTALS 4 1 58.91 Total TGA 1 17.67 Total TGA x U Area Weighted Average Glazing U-Value=(Total TGA x U) / (Total TGA)= 0.30 WINDOW AND GLASS DOOR NOTES: 1. See Building Elevations on sheet A3.0 and Floor plans on A2.0 & A2.1 for window marks, safety glass (S.G.) marks and swing directions. 2. Window / Door Manufacturer: Marvin Signature Collection- Ultimate Material: Wood and Clad Color: TBD 3. U-values for windows are per Marvin Signature Collection -Ultimate NFRC U-value ratings for Wood -Clad Frame / Low-E II / Argon / Insulating Glass 4. Glazing shall be tempered as required by IRC Section R 308. 5. Provide insect screens with all operable windows. 6. See Energy Notes and calculations on sheet A1.0 7. Builder to field verify all rough opening dimensions at time of window order. 8. SHGG = 0.30 DOOR SCHEDULE (Opaque Doors) - CROSS -DAY 4.30.24 DOOR MARK LOCATION NOMINAL SIZE DOOR AREA (Sq. Ft) No. of Units TYPE U-VALUE HARDWARE REMARKS Exterior Opaque Doors 100 Entry/Foyer 3'-0" x 7'-0" 21.00 1 WOOD FRAME/ 1 3/4" THICK / SOLID CORE 0.3 LOCKSET W SEAL/SECURITY HINGE Interior Doors 101 Entry 3'- 0" x 6'- 8" 1 SOLID FRAME PASSAGE DOOR NOTES: 1. Door hardware: Schlage, Baldwin, or equal. F-TBD; Style-TBD; Finish - Brushed Steel/Satin 2. Interior opaque doors: Simpson or equal. 1 3/8", flush solid core, fir wood frame. Stain grade. 3. See floor plans for door "marks" and locations. 10 SCHEDULES CUBE Electrical Specifications: The following are the electrical requirements for a elevator, model series CUBE: • 220VAC suggested nominal load. 220VAC - 240VAC Is an acceptable range. (If Installation does not have220VAC - 240VAC on a regular basis, a voltage regulator or transformer must be Installed by the homeowner).Voitage fluctuations and voltage spikes are not covered by the limited warrant • 1 phase • 3 Wire (L1, L2, Ground) • 30 Amps • 60150 Hz • Power: 6 kW ♦ Primary disconnect Is to be provided by owner, Location of disconnect Is requirement of local Authority Having Jurisdiction (AHJ), • Electrical termination point Is at top of elevator. If a split Is used electrical termination will be on top of headisplit systern. • A phone line with a phone jack Is to be provided near the power supply, but Isolated, • Home owner / electrician needs to provide 220VAC, 1phase. 30amp electrical lockable fused disconnect, It Is strongly recommended that the electrician contact PVE before starting work. Shop drawings are not used for production purposes. PVE only builds to the final release Information submltted on the ORDER CONFIRMATION forms I ETAIL 0 eow o-E� To M338AW"ri] C?01: 35nn] C:y/ia20f�s,] D00� TMAL INTERNAL HEEGHT CUFF CAP.IN HE;,F(T IN:L-DING HE[;�HT HEI-NT D00;; CLO:E= hL'T INTERNAL CIAIIETE� [614Ylh►J Doa; vim E-'OtIT IE'w'' 4 F ,i 1 E. TI0'1 I ❑❑- . I►J E TI❑I-, �-I-: I ❑❑ti s'wINU :ALE : ._AUE T r-]--L CF FLlIF--Mfl0-713v EILI'-IG/FLOOR I TE:HEC]rTE ' 3 Cf 1911.29mr-J A 1 36, 2�-6 1771,12Mt^J 38' i (965.2n) SECTION VIEW (TYPICAL) i ET --AIL A - T =I' L FL❑07- I11,_:7 LL--TI❑' Lathrop Douglass Architects Established in 1993 129 NW 50th Street Seattle, Washington 98107 Tel: 206.283.9730 www.lathropdouglassarchitects.com RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DAY -CROSS RESIDENCE NUMBER BY DATE REVISION L.D. SHEET TITLE DOOR & WINDOW SCHEDULES, ELEVATOR DETAILS DATE 5.30.2024 A4.0 DRAWN M.V.M. / L.D. SCALE 1/4"=1'-0" 1. ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2021 INTERNATIONAL BUILDING CODE (IBC) INCLUDING WASHINGTON STATE MODIFICATIONS. 2. DESIGN LOADING CRITERIA SNOW LOAD FLOOR LIVE LOAD (RESIDENTIAL) WIND (MAIN WIND FORCE RESISTING SYSTEM) EARTHQUAKE (EQUIVALENT LATERAL FORCE PROCEDURE) ADDITION ONLY RAIN INTENSITY GROUND SNOW LOAD, Pg = 25 PSF ROOF SNOW LOAD, Pf = 25 PSF IMPORTANCE FACTOR, Is= 1.0 EXPOSURE FACTOR, Ce= 0.9 THERMAL FACTOR, Ct= 1.1 SLOPED ROOF FACTOR, Cs = 1.0 40 PSF BASIC WIND SPEED = 97MPH ALLOWABLE STRESS DESIGN WIND SPEED = 75 MPS IMPORTANCE FACTOR, IW= 1.0 RISK CATEGORY = II TOPOGRAPHIC FACTOR, Kzt = 1.0 EXPOSURE CATEGORY = C INTERNAL PRESSURE COEFFICIENT, (GCp;)= 0.18/-0.18 Ss= 1.29 Sds = 1.03 S1= 0.45 IMPORTANCE FACTOR, le= 1.0 SITE CLASS D - DEFAULT SEISMIC DESIGN CATEGORY= D RISK CATEGORY = II R = 6.5 FOR LIGHT FRAMED STRUCTURAL PANEL SHEAR WALLS OVER STRENGTH FACTOR, Sao = 2.5 (FLEXIBLE DIAPHRAGMS) DEFLECTION AMPLIFICATION FACTOR, Cd = 4.0 REDUNDANCY FACTOR = 1.0 SEISMIC RESPONSE COEFFICIENT, CS = 0.16 SEISMIC BASE SHEAR = 0.75 KIPS (ASD) 1.0 INCHES/HOUR 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED FOR REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. MECHANICAL / ELECTRICAL / PLUMBING: CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING THE LOCATION, LOADS, AND ANCHORAGE OF ALL MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER ATTACHMENTS IN EXCESS OF 50 POUNDS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO INSTALLATION. ALL DETAILS NECESSARY FOR ATTACHING THESE SYSTEMS TO THE BASE BUILDING STRUCTURE, INCLUDING THE DESIGN AND DETAILING OF THE DESIGNATED SEISMIC LOAD RESISTING SYSTEM AS REQUIRED BY SECTION 1705.14.3 OF THE INTERNATIONAL BUILDING CODE, ARE THE RESPONSIBILITY OF THE SUPPLIER OF THAT EQUIPMENT AND MUST BE STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 11. STATEMENT SPECIAL INSPECTIONS: THE FOLLOWING CONSTRUCTION TYPES ARE TO BE REVIEWED BY A SPECIAL INSPECTOR DESIGNATED BY THE OWNER OR ARCHITECT. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. SPECIAL INSPECTION SHALL CONFORM TO SECTION 1704 OF THE 2021 INTERNATIONAL BUILDING CODE. THE SPECIAL INSPECTION AGENCY SHALL BE RESPONSIBLE FOR KEEPING RECORDS OF SPECIAL INSPECTIONS AND TESTS. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. POST INSTALLED ANCHORS: PERIODIC SPECIAL INSPECTION IN ACCORDANCE WITH THE PRODUCTS APPROVED ICC-ES REPORT. GEOTECHNICAL 12. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND, THEREFORE, MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE, UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. \ ALLOWABLE SOIL PRESSURE 2,000 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 60 PCF/35 PCF LATERAL EARTH PRESSURE (SEISMIC) 8H (ULTIMATE LOAD) PASSIVE EARTH PRESSURE (INCLUDES FACTOR OF SAFETY = 1.5) 150 PCF COEFFICIENT OF FRICTION (INCLUDES FACTOR OF SAFETY = 1.5) 0.25 CONCRETE 13. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH ACI 318-19 AND ACI 301-20. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH (fc) OF 3500 PSI BASED ON EXPOSURE CLASS F1, SO, W1, C1 AND SHALL CONTAIN NO LESS THAN 5-1/2 SACKS OF CEMENT, HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.55, MAXIMUM AGGREGATE OF 3/4-INCH, AND A SLUMP OF 5 INCHES OR LESS. CONCRETE HAS BEEN DESIGNED BASED ON A CONCRETE STRENGTH (fc) OF 2500 PSI PER INTERNATIONAL BUILDING CODE SECTION 1705.3 EXCEPTION 2.3 TO AVOID SPECIAL INSPECTIONS AND MATERIAL TESTING. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494M, AND C618. UNLESS OTHERWISE NOTED THE TOTAL AIR CONTENT SHALL BE 5%. AIR CONTENT SHALL BE SAMPLED IN ACCORDANCE WITH ASTM C172 AND AIR CONTENT MEASURED IN ACCORDANCE WITH ASTM C231 OR C173. 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1), GRADE 60, Fy = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 15. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI SP-66-04 AND ACI 318-19 CHAPTER 25. LAP ALL REINFORCEMENTS AS FOLLOWS: BAR SIZE I MINIMUM LAP LENGTH MINIMUM HOOK EMBEDMENT #3 24-INCHES 6-INCHES GENERAL RESIDENTIAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) #4 32-INCHES 8-INCHES #5 40-INCHES 11-INCHES PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. FIELD BENDING OF GRADE 60 REINFORCEMENT SHALL NOT BE ALLOWED. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" ALL OTHER CASES 1-1/2" 17. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. TOLERANCES FOR ALL STRUCTURAL CONCRETE AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 117-10 AND ACI 117.1R-14. RENOVATION 18. DEMOLITION: THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. a. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. OVERCUTTING AT CORNERS SHALL NOT BE PERMITTED. b. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. c. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. d. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, THREADED BARS INTO THREADED EXPANSION INSERTS IN EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. 19. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS IN BASEMENT AND CRAWL SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER. 20. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. POST INSTALLED ANCHORS 21. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST - INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REINFORCEMENT. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE ANCHOR'S ICC-ES REPORT. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER -OF -RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE INTERNATIONAL BUILDING CODE. SUBSTITUTIONS SHALL HAVE CURRENT ICC-ES APPROVAL. A. CONCRETE ANCHORS 1. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: a. SIMPSON STRONG -TIE "STRONG -BOLT 2" (ICC-ES ESR-3037) b. SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-2713) 2. ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: a. SIMPSON STRONG -TIE "ET-3G" (ICC-ES ESR-5334) b. SIMPSON STRONG -TIE "SET-3G" (ICC-ES ESR-4057) c. SIMPSON STRONG -TIE "AT-3G" (ICC-ES ESR-4057) LT, 0 22. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS. JOISTS: HEM -FIR NO. 2 (2X, 3X, AND 4X MEMBERS) MINIMUM BASE VALUE, Fb = 850 PSI STUDS PLATES & MISCELLANEOUS LIGHT FRAMING DOUGLAS FIR LARCH OR HEM -FIR NO. 2, MINIMUM BASIC DESIGN STRESS Fb = 850 PSI, Fc = 1,300 PSI 23. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION", ANSI / TP 1-2014 FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: TOP CHORD LIVE LOAD REFER TO DESIGN LOADING CRITERIA MINIMUM TOP CHORD DEAD LOAD 10 PSF MINIMUM BOTTOM CHORD DEAD LOAD 5 PSF MINIMUM WIND UPLIFT (TOP CHORD) 10 PSF WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANG -NAIL OR EQUAL) AND SHALL BE CONFIGURED SUCH THAT THE MAXIMUM OPENING BETWEEN MEMBERS DOES NOT EXCEED 42"X24". SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS MEETING THE REQUIREMENTS OF INTERNATIONAL BUILDING CODE SECTION 2303.4 TO THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC. SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS -TO - TRUSS AND TRUSS -TO -GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. THE TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFIGURATIONS OF PLUMBING, MECHANICAL UNITS, DUCT WORK, AND OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO FABRICATION. TRUSSES SHALL BE DESIGNED TO SUPPORT ALL LOADS ASSOCIATED WITH SUCH ITEMS. THE TRUSS SHOP DRAWINGS SHALL INCLUDE ALL DESIGN LOADS AND APPROVED HANGER CONNECTION DETAILS TO TRUSS CHORDS FOR SUPPORT OF HUNG MECHANICAL SYSTEM COMPONENTS. ANY VARIATION FROM THE BEARING POINTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL. 24. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1-19 OR PS 2-18 AND AMERICAN PLYWOOD ASSOCIATION PERFORMANCE STANDARD PRP-108. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. EACH PANEL SHALL BE IDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS OF AN APPROVED TESTING AND GRADING AGENCY. 25. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE, PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC. AND CONCRETE OR MASONRY. PRESSURE TREATED LUMBER SHALL COMPLY WITH THE AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) STANDARD U1, COMMODITY SPECIFICATION A AS INDICATED BELOW OR HAVE EQUIVALENT ICC-ES APPROVAL. PROPOSED USE AWPA USE CATEGORY RESIDENTIAL DECKS DECKING 3B JOISTS ABOVE GROUND 3B JOISTS IN CONTACT WITH GROUND 4A POSTS RAILING 4A 3B LEDGERS 3B SAWN LUMBER ABOVE GROUND 3B GROUND CONTACT 4A 26 PLYWOOD DAMP ABOVE GROUND 2 EXTERIOR ABOVE GROUND 3B GROUND CONTACT 4A POLES ROUND SAWN 4B 3B FENCING PICKETS, SLATS, AND TRIM 3B SAWN POSTS 4A ROUND POSTS 4A RAILS 3B SILL PLATES INTERIOR LEDGERS IN CONTACT WITH CONCRETE OR MASONRY IN CONTACT WITH CONCRETE OR MASONRY 2 _ 2 ALL TREATED LUMBER SHALL BEAR THE QUALITY MARK OF AN ACCREDITED INSPECTION AGENCY. THE QUALITY MARK SHALL INCLUDE: A. IDENTIFICATION OF TREATING MANUFACTURER B. TYPE OF PRESERVATIVE USED C. MINIMUM PRESERVATIVE RETENTION (PCF) D. END USE FOR WHICH THE PRODUCT IS TREATED E. IDENTITY OF THE ACCREDITED INSPECTION AGENCY F. STANDARD TO WHICH THE PRODUCT IS TREATED TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2024. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER TO ACHIEVE THE MAXIMUM PUBLISHED ALLOWABLE LOAD. ALL CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE THE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. SHIMS, WHERE REQUIRED, SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL LAG SCREWS SHALL BE INSTALLED IN PRE -DRILLED HOLES. UNLESS NOTED OTHERWISE ALL SAWN LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS AND ALL PREFABRICATED PLYWOOD WEB JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "IUS" SERIES JOIST HANGERS. ALL CONNECTIONS/FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED OR FIRE -RETARDANT -TREATED WOOD, SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. HOT DIPPED GALVANIZED FASTENERS SHOULD CONFORM TO ASTM STANDARD 153, AND HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM STANDARD A653 (CLASS G-185). STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. NOTE: ELECTROPLATED GALVANIZED FASTENERS AND CONNECTORS ARE NOT TO BE USED WITH PRESSURE TREATED WOOD. SIMPSON PRODUCT FINISHES CORRESPONDING TO THE ABOVE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL). STAINLESS STEEL HARDWARE AND FASTENERS SHALL NOT BE COMBINED WITH UNTREATED OR GALVANIZED MATERIAL. 27. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2-1/2" 0.131 " 10d 3" 0.148" 12d 3-1/4" 0.148" 16d 3-1/2" 0.162" DESIGN IS BASED ON COMMON STEEL WIRE NAILS MEETING THE REQUIREMENTS OF ASTM F1667. USE OF ALTERNATE FASTENERS MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. B. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 28. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.2 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE AS SPECIFIED ABOVE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF BOLTS AND LAG SCREWS SHALL CONFORM TO SECTIONS 12.1.3 AND 12.1.4 OF THE 2018 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. NATURALLY DURABLE OR PRESSURE TREATED WOOD SHALL BE PROVIDED WHERE REQUIRED BY SECTION 2304.12 OF THE INTERNATIONAL BUILDING CODE. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X6 AT 161, O.C. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED AND SHALL BEAR FULLY ON A MINIMUM OF TWO STUDS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE SOLID BLOCKING BETWEEN STUDS AT MID -HEIGHT OF ALL STUD WALLS OVER 10, IN HEIGHT. STUDS MAY BE NOTCHED, CUT, OR PENETRATED WITH ROUND BORED HOLES AS FOLLOWS: STUD SIZE MAXIMUM NOTCH / CUT MAXIMUM BORED HOLE 2X4 7/8" 1-3/8" 2X6 1-3/8" 2-1/8" BORED HOLES SHALL NOT BE LOCATED WITH 5/8" FROM THE EDGE OF THE STUD OR AT THE SAME LOCATION AS A NOTCH OR CUT. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS AT 4" O.C. EACH SIDE OF THE SPLICE. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4'-0" O.C. UNLESS INDICATED OTHERWISE. PROVIDE 3"x3" x1/4" HOT -DIPPED GALVANIZED PLATE WASHERS AT ALL ANCHOR BOLTS. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d NAILS @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5d COOLER NAILS FOR 1/2" GWB AND 6d COOLER NAILS FOR 5/8" GWB. PROVIDE 15/32" APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8d NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. NOTCHES AT THE END OF JOISTS AND RAFTERS SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. NOTCHES IN THE TOP OR BOTTOM SHALL NOT EXCEED 1/6 THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN THE MIDDLE 1/3 OF THE SPAN. THE DIAMETER OF ROUND HOLES BORED IN JOISTS AND RAFTERS SHALL NOT EXCEED 1/3 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN 2" FROM THE TOP OR BOTTOM EDGE. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH THE NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH TWO ROWS OF 16d @ 12" O.C. ATTACH RAFTERS AND ROOF TRUSSES AT BEARING LINES WITH H2.5A @ 24" O.C. UNLESS OTHER METAL CONNECTIONS ARE INDICATED. UNLESS OTHERWISE NOTED ON THE PLANS, APA RATED ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND ATTACHED WITH 10d NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND FASTEN SHEATHING TO FRAMING/BLOCKING AS SPECIFIED. Lathrop Douglass Architects Established in 1993 3051 Paradise Bay Road Port Ludlow, WA 98365 Tel: 206.283.9730 CQN CARTER QUINN NORLIN STRUCTURAL ENGINEERING 2033 Sixth Ave #995 Seattle, WA 98121 ► 206-264-7784 www.CQN-SE.com RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DAY -CROSS RESIDENCE NUMBER BY DATE REVISION SHEET TITLE GENERAL STRUCTURAL NOTES DATE 5.30.2024 DRAWN R.H. SCALE AS NOTED S1.0 LEGEND X INDICATES DETAIL X ON SHEET SX.X $X. INDICATES SIMPSON HOLDOWN. REFER TO HOLDOWN SCHEDULE (8/S3.0) FOR THREADED ROD CALLOUT & EMBEDMENT INTO CONCRETE FOUNDATION PLAN NOTES 1. SLABS -ON -GRADE SHALL BE 4-INCHES THICK AND REINFORCED WITH 6X6 W1.4xW1.4 WWM CENTERED, UNLESS NOTED OTHERWISE. PREPARE SOILS AND PROVIDE MINIMUM 10-MIL VISQUEEN VAPOR BARRIER UNDER ALL SLABS. 2. REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS AND ADDITIONAL TOP OF SLAB/CURB ELEVATIONS. Lathrop Douglass Architects Established in 1993 3051 Paradise Bay Road Port Ludlow, WA 98365 Tel: 206.283.9730 CQN CARTER QUINN NURLIN STRUCTURAL ENGINEERING 2033 Sixth Ave #995 Seattle, WA 98121 ► 206-264-7784 www.CQN-SE.com (:A B C D E F G H I I I III III I I I I III I ---------- ---------------------- -- --- ----------------- I � I -- -------------- ----------------- 7--7--- I - -- -- -- -- -- -----------------------�--�------------ -- I ----------- �- 2 T 7 F I � . -0" TO MATCH JZONTAL REINF. XY EMBED MIN. 4" INTO ONC. r 3 3 J J �� - - - - - - - - r - - - - - - z RESUB Ll 2 Aug 27 2024 II II CITY OF EDMONDS (E)SLAB ON GRADE (E)SLAB ON GRADE - DEVELOPMENT SERVICES DEPARTMENT I I E F DAY -CROSS RESIDENCE NUMBER BY DATE REVISION FOUNDATION PLAN DATE 5.30.2024 FOUNDATION PLAN 1 /4" = 1'-0" DRAWN R.H. SCALE AS NOTED S2.0 A B C D E F I I I I �7 TYP. ND OPENI - 3 I I I I A E F G H C OVERFRAMII' C (E)RO TYP. C C LEGEND F __1 F HANGER FB INDICATES FLUSH BEAM ❑ WALL/ COLUMN BELOW UNO UNLESS NOTED OTHERWISE WALL/ COLUMN ABOVE SWx INDICATES SHEAR WALL PER SCHEDULE 12/S6.0 ABRUPT CHANGE IN SLAB/ FRAMING ELEVATION SX INDICATES DETAIL X ON SHEET SX.X SPAN AND EXTENTS �v� INDICATES SIMPSON STRAP P HOLDOWN TYPICAL WOOD FRAMING PLAN NOTES 1. FLOOR SHEATHING SHALL BE 23/32" APA RATED T&G STRUCTURAL SHEATHING WITH PANEL INDEX 48/24. ATTACH TO FRAMING WITH 10d NAILS AT 6" oc AT FRAMED PANEL EDGES AND WALLS AND 12" oc AT INTERMEDIATE FRAMING. 2. ROOF SHEATHING SHALL BE 19/32" APA RATED STRUCTURAL SHEATHING WITH PANEL INDEX 40/20. ATTACH TO FRAMING WITH 8d NAILS AT 6" oc AT FRAMED PANEL EDGES AND WALLS AND 12" oc AT INTERMEDIATE FRAMING. 3. SWx INDICATES SHEAR WALL PER 12/S6.0. 4. ALL HEADERS SHALL BE (2) 2x8 UNO. REFER TO NOTE 5 FOR TYPICAL SUPPORT REQUIREMENTS. 5. COLUMNS SHALL BE DOUBLE STUDS MINIMUM, U.N.O., WITH BEAM OR HEADER BEARING FULLY ON COLUMN Lathrop Douglass Architects Established in 1993 3051 Paradise Bay Road Port Ludlow, WA 98365 Tel: 206.283.9730 CQN CARTER QUINN NURLIN STRUCTURAL ENGINEERING 2033 Sixth Ave #995 Seattle, WA 98121 ► 206-264-7784 www.CQN-SE.com A B C D E F G H I I I I I I JUFACTURED @ 24" oc. DAY -CROSS RESIDENCE NUMBER BY DATE REVISION RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I I I I A E F G H SHEET TITLE ROOF FRAMING/SECOND FLOOR FRAMING PLAN DATE 5.30.2024 jECOND FLOOR FRAMING PLAN 1 /4" = 1'-0" ROOF FRAMING PLAN 1 /4" = 1'-0" DRAWN R.H. S2.1 SCALE AS NOTED SHEAR WALL PER PLAN CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. MATCH CROSS WALL HORIZ. REINF. ADDITIONAL VERT. BARS CROSS WALL TYP. C( BAR: DOUBLE CURTAIN PER ARCH 6 ANCHOR BOLTS PER SHEAR WALL SCHED. - (E)SLAB ON GRADE PER PLAN Ooo O°oa o oo� op a- o dQ`• - (E)CONC. WALL & FTG. II II II II II II II II II II II II II II II II II II II II II 11 11 11 11 11 11 11 11 11 11 11 II II II I II II II II II II I #4@10"oc EW BOT. CORNER BARS TO CORNER BARS TO / MATCH EXTERIOR C„ MATCH EXTERIOR HORIZ. REINF. a a PIPE SLEEVES HORIZ. REINF. (ALT. HOOKS) Cn Q AS REQUIRED z aCn z� ►RNER ADDITIONAL o 24 VERT. BARS Co CROSS WALL - --- I 2'-011 MIN. SINGLE CURTAIN LIFT & ATTACHMENT TO SLAB BY OTHERS SLAB ON GRADE PER PLAN 0 SHEAR WALL n�o nl nnl (E)SLAB ON GRADE PER PLAN SW PER P c� z LU J LU 00 75 LU Typical Corner Bars at Concrete Walls 53.0 2 314" HDU2 DETAIL ALLOWED BELOW THIS LINE Pipe and Trench Location Conditions Ss.o t SCHEDULE HOLDOWN SCHEDULE -DOWN PLAN ANCHOR EPDXY CAST- ) MIN. NO. OF t PLAN MARK BOLT EMBED IN -PLACE END STUDS HDU2 %flo 1011 7" 2 1; MINIMUM NO. OF STUDS AT END OF WALL UNLESS OTHERWISE :M WALL & NOTED ON FRAMING PLANS. NFORCMENT t PLAN 2 CAST IN PLACE ALL THREAD wl NUT/WASHER/NUT EMBEDDED IN CONCRETE FOOTING & REINFORCEMENT PER PLAN S PER CHED. SLAB ON GRADE PER PLAN TG. I .V. 1L/IL VV AV UI IU. ANCHOR BOLTS PI SHEAR WALL SCHI (2)#4 CONT. TOP IORIZ. SLAB ON GRADE 'ER PLAN VSULATION PER ARCH 'oc VERT. OK DIRECTION I11111140.0111111 8 S3.0 ri Lathrop Douglass Architects Established in 1993 3051 Paradise Bay Road Port Ludlow, WA 98365 Tel: 206.283.9730 CQN CARTER QUINN NURLIN STRUCTURAL ENGINEERING 2033 Sixth Ave #995 Seattle, WA 98121 ► 206-264-7784 www.CQN-SE.com RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DAY -CROSS RESIDENCE NUMBER BY DATE REVISION 1 RH 7.15.24 Building Dept. Comments SHEET TITLE CONCRETE DETAILS DATE 5.30.2024 DRAWN R.H. S3.0 SCALE AS NOTED PRnvinF PANiFi Fnr,F Nl PLYWOOD PANEI (MAY BE EITHER VERT. OR HORIZ. NAILING TO INTERMEDIATE FRAMING MEMBEI TOP OF FOUNDATION END OF SHEARWALL I wLuvvv II I LI\ I Lni4 BLOCKING AT ALL PANEL EDGES - REFER NOTE12" BLOCKING OR RIM JOIST DOUBLE TOPIC PANEL EDGE NAILING AT ALL JAMB, CORNER, & WALL END MEMBERS INTERMEDIATE FRAMING MEMBERS BOTTOM E ANCHOR BOLT PER SHEARWALL SCHEDULE Typical Shearwall Panel Elevation (2)10d TOENAILS EA. SIDE OF STUD (typ.) FLOOR JOISTS PER PLAN (2)16d EA END OR (2)10d TOENAILS BLOCKING SEE NOTE 4 (4)16d MIN (typ.) (2) 8d TOENAILS(typ.) (1) 2x CRIPPLE TYP UNO-SEE NOTE 2 KING STUD WIDTH 1. NP46PRS PER PLAN 2. PROVIDE (2) 2x CRIPPLE STUDS MINIMUM TYPICAL, U.O.N. 3. SEE ARCHITECTURAL DRAWINGS FOR OPENING SIZES AND LOCATIONS 4. 2x SOLID BLOCKING REQUIRED AT CEILING LINE, ALL PANEL EDGES, AND @ 8'-0" oc MAX. SHEAR WALL SCHEDULE BOTTOM PLATE ATTACHMENT CAPACITY SW# SHEATHING PANEL EDGE BLOCKING NAILING'J) ATTACHMENT TO TOP PLATE'-') RIM BOARD FACENAILING TO ANCHOR BOLTING (plf) 15132" APA RATED SHEATHING YES 8d @ 6"oc CLIP @ 24"oc REQ'D WOOD BELOW C3 TO CONC. BELOW �A) 2x NAILS @ 6"oc %"0 @ 48"oc SEISMIC 261 PLF SW1 0 NAILS SHALL BE 8d COMMON. NAILING APPLIES TO ALL PANEL EDGES (BLOCK ALL UNSUPPORTED PANEL EDGES), TOP & BOTTOM PLATES AND BLOCKING. NAIL TO INTERMEDIATE FRAMING MEMBERS wl8d @ 12"oc. 02 CLIP SHALL BE EITHER A35 OR LTP4 NAILS SHALL BE 12d COMMON (0.1480 x 3.25") C' SCREWS SHALL BE SIMPSON SDS25300 ('/4"0 x 5" MIN.) '4 PROVIDE 3"O"A.229" PLATE WASHER AT ALL ANCHOR BOLTS. ANCHOR BOLTS SHALL BE POSITIONED SUCH THAT PLATE EDGE OF PALTE WASHER IS WITHIN'/2' OF THE EDGE OF THE BOTTOM PLATE (PLATE WASHERS MAY BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 13/16" AND A LENGTH NOT TO EXCEED 13/4") 0 Lathrop Douglass Architects Established in 1993 3051 Paradise Bay Road Port Ludlow, WA 98365 Tel: 206.283.9730 CQN CARTER QUINN NURLIN STRUCTURAL ENGINEERING 2033 Sixth Ave #995 Seattle, WA 98121 ► 206-264-7784 www.CQN-SE.com DAY -CROSS RESIDENCE NUMBER BY DATE REVISION WOOD DETAILS DATE 5.30.2024 RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN R.H. SCALE 12 AS NOTED S6.0 S6.0 FULL DEPTH BLK'G @32 wl(2)A34 w/PH6121 SCRE (E)FRAMING PER PLAN CLIP PER SW SCHEDULE PER PLAN DEPTH BLK'G @32"oc. Od NAILS FRAMING PER PLAN =DGER wl WS'/2'Ox5" LAGS@32"oc. (E)FRAMING PER PLAN CLIP SCHEDULE PE FRAMING PER PLAN 'P. R wl z"Ox5" LAGS@16"oc. SHEARWALL PER PLAN i FRAMING PER PLAN K'G SCHEDULE PER PLAN INVERTED HU28 HANGER SHEARWALL PER PLAN FULL DEPTH BLK'G CONT. 2x8 RIM / j1 PER ARCH SHEARWALL CLIP PER SW PER PLAN SCHEDULE PER PLAN FRAMING PER PLAN 5 6 7 8 S6.1 S6.1 S6.1 S6.1 GABLE END TRUSS SHEA1 SHEAF OVERFRAM PER PLAN (E)ROOI FRAMIN PRE -MANUFACTURED TRUSS PER PLAN BOTTOM CHORD TRUSS BRACING @24"oc. ATTACH TO EA. TRUSS wl(2)16d NAILS fI )CHED. PRE -MANUFACTURED TRUSS PER PLAN HANGER PER TRUSS MANUFACTURER SHEARWALL PLAN r rULL DEPTH BLOCKING, ) ADD'L BLK'G AS :DED FOR 1SS HANGER E)PRE-MANUFACTURED 'RUSS CLIP PER SHEARWALL SCHED. FULL DEPTH (MAY BE DRI NOTCHED F( 2xE 2x4@24"oc., TOENAIL TO FASCIA 2x LEDG (2)16d@ 'RE -MANUFACTURED 'RUSS PER PLAN CLIP PER SHEARWALL SCHED. Lathrop Douglass Architects Established in 1993 3051 Paradise Bay Road Port Ludlow, WA 98365 Tel: 206.283.9730 CQN CARTER QUINN NURLIN STRUCTURAL ENGINEERING 2033 Sixth Ave #995 Seattle, WA 98121 ► 206-264-7784 www.CQN-SE.com DAY -CROSS RESIDENCE NUMBER BY DATE REVISION SHEET TITLE WOOD DETAILS DATE 5.30.2024 DRAWN R.H. SCALE 12 AS NOTED S6.1 RESUB Aug 27 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S6.1