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APPROVED BLD RESUB1 BLD2023-0150+Architectural_Plan+2.15.2023_11.06.49_AM+3370847ABBREVIATIONS ABV ABOVE F.O._ FACE OF (CONC,FTG,ETC) PJP PARTIAL JOINT PENETRATION AFF ABOVE FINISH FLOOR FN FIELD NAILING PEN PENETRATION ADDL ADDITIONAL FIN FINISH d PENNY AGGR AGGREGATE FF FINISH FLOOR PERP PERPENDICULAR ALT ALTERNATE FLR FLOOR PC PIECE AB ANCHOR BOLT FT FOOT/FEET PL PLATE & AND FTG FOOTING PLUMB PLUMBING L ANGLE FDN FOUNDATION PLYWD PLYWOOD ARCH ARCHITECT/URAL FRMG FRAMING LBS POUNDS @ AT PSF POUNDS PER SQUARE FOOT GA GAGE PSI POUNDS PER SQUARE INCH BM BEAM GALV GALVANIZED PDF POWDER DRIVEN FASTENER BLW BELOW GT GIRDER TRUSS PT PRESSURE TREATED BTWN BETWEEN GLB GLU-LAM PROJ PROJECTION BLK BLOCK GR GRADE BLKG BLOCKING GYP GYPSUM R RADIUS BOT BOTTOM RWL RAIN WATER LEADER B.O. _ BOTTOM OF HGR HANGER REINF REINFORCE/ING/MENT/D BN BOUNDARY NAILING HWS HEADED WELDED STUD (R) REPLACE BRCG BRACING HDR HEADER REQD REQUIRED BLDG BUILDING HT HEIGHT RF ROOF HSB HIGH STRENGTH BOLTS RO ROUGH OPENING CBC CALIFORNIA BUILDING CODE HD HOLDOWN C CAMBER HSS HOLLOW STRUCTURAL CIP CAST IN PLACE SECTION SECT SECTION CLG CEILING HORIZ HORIZONTAL SHTG SHEATHING CL CENTER LINE HDG HOT DIPPED GALVANIZED SMS SHEET METAL SCREWS CTR CENTER SIM SIMILAR C CHANNEL INFO INFORMATION Si SLAB JOINT CLR CLEAR ID INSIDE DIAMETER SPCG SPACING COL COLUMN INT INTERIOR SQ SQUARE CJP COMPLETE JOINT PENETRATION STAG STAGGER/ED CONC CONCRETE JT JOINT STD STANDARD CMU CONCRETE MASONRY UNIT JST JOIST STL STEEL CTUP CONCRETE TILT -UP PANEL JH JOIST HANGER STIF STIFFENER CONN CONNECTION STRUCT STRUCTURE/AL CJ CONSTRUCTION/COLD JOINT KSI KIPS PER SQUARE INCH SP STRUCTURAL PLYWOOD CONT CONTINUOUS CONTR CONTRACTOR LS LAG SCREW THK THICK CRC CALIFORNIA RESIDENTIAL CODE LWC LIGHT WEIGHT THIRD THREADED CSK COUNTERSINK CONCRETE THRU THROUGH LONGIT LONGITUDINAL TN TOE NAIL DIAG DIAGONAL LLH LONG LEG HORIZONTAL T&G TONGUE AND GROOVE DS DIAGONAL SHEATHING LLV LONG LEG VERTICAL T&B TOP AND BOTTOM 0 DIAMETER TFJH TOP FLANGE JOIST HANGER DIM DIMENSION MB MACHINE BOLT T.O._ TOP OF (CONC, FTG, ETC) DBL DOUBLE MFR MANUFACTURE/D/ING/R TRAN TRANSVERSE DF DOUGLAS FIR MAX MAXIMUM TYP TYPICAL MECH MECHANICAL DN DWGS DOWN DRAWINGS MTL METAL UON UNLESS OTHERWISE NOTED MIN MINIMUM VERT VERTICAL EA EACH NA NEUTRAL AXIS EF EACH FACE NEW WT WEIGHT EW EACH WAY NC NC NO CAMBER WWF WELDED WIRE FABRIC E.O._ EDGE OF NOM NOMINAL W/ WITH ELEC ELECTRIC/AL NTS NOT TO SCALE WS WOOD SCREW ELEV ELEVATION # NUMBER/POUNDS WP WORK POINT EMBED EMBEDMENT EN END NAIL EQ EQUAL OC ON CENTER E EQUIP EQUIPMENT OPNG OPENING E (EJ EXISTING OPH OPPOSITE HAND EXPANSION JOINT OD OUTSIDE DIAMETER EXT EXTERIOR OV/ OVER SYMBOL LEGEND SHEET NUMBERING SYSTEM: DISCIPLINE DESIGNATION DRAWING TYPE DESIGNATION S2.2 SHEET NUMBER BEYOND ZERO MISCELLANEOUS SYMBOLS: DETAIL & ELEVATION CALLOUT: INDICATES THAT DETAIL 1 WILL BE FOUND ON SHEET S0.3 SECTION OR ELEVATION INDICATING THAT Z DETAIL 1 WILL BE FOUND ON SHEET S0.1 S0.1 ARROW INDICATES VIEWING DIRECTION STRUCTURAL GRID IDENTIFIER: _ WORK POINT, CONTROL A GRID AT FACE OF FRAMING POINT OR DATUM MATERIAL LEGEND A GRID AT CENTER OF FRAMING INDICATES A CONTINUOUS WOOD MEMBER IN SECTION. INDICATES PLYWOOD INDICATES SOLID WOOD INDICATES METAL BLOCKING IN SECTION. INDICATES UNDISTURBED EARTH OR (STDUCCO ICATES F NASHD@ ELGEVOAT ONS) INDICATES COMPACTED EARTH INDICATES NEW CONCRETE o� INDICATES GRAVEL/ AGGREGATE BASE //1 INDICATES EXISTING CONCRETE THE FOLLOWING REPRESENTS A PERMANENT ADDRESS NUMBERING SYSTEM. DETAILS AND SECTIONS MAY BE USED TOGETHER ON THE SAME SHEET. 13 9 5 1 14 10 6 2 15 11 7 3 16 12 8 4 DETAILS d m ii D A E B F C BUILDING SECTIONS AND WALL FRAMING ELEVATIONS LYNCH RESIDENCE TREE DAMAGE REPAIR GENERAL NOTES 1. ALL NEW WORK SHALL CONFORM TO THE 2018 INTERNATIONAL RESIDENTIAL CODE WITH STATE OF WASHINGTON AMENDMENTS AND OTHER APPLICABLE CODES AND STANDARDS. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE THEMSELF FAMILIAR WITH ALL EXISTING CONDITIONS, BUILDING PLANS, AND ALL SITE CONDITIONS WHICH MAY AFFECT THEIR WORK. THEY SHALL ASCERTAIN THE EXTENT OF DEMOLITION WORK REQUIRED TO COMPLETE THE STRUCTURE PER NEW PLANS AND BE RESPONSIBLE FOR ITS SAFE COMPLETION. THE CONTRACTOR SHALL MATCH EXISTING HEIGHTS, LINES, MATERIALS, FINISHES AND CONDITIONS UNLESS NOTED OTHERWISE ON NEW PLANS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS THEY APPLY TO THIS PROJECT OF THE "SAFETY STANDARD FOR CONSTRUCTION WORK" ISSUED BY THE STATE OF WASHINGTON AND ALL OSHA REQUIREMENTS. THE ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACING AND SHORING REQUIRED. 5. THE CONTRACTOR SHALL PROVIDE ADEQUATE STAYS AND BRACING OF ALL FRAMING UNTIL ALL ELEMENTS OF DESIGN HAVE BEEN INCORPORATED IN THE PROJECT. 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WITH NEW WORK. 7. (N) DENOTES NEW, (E) DENOTES EXISTING, AND (R) DENOTES REPLACEMENT. 8. DO NOT SCALE DRAWINGS. 9. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 10. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FEATURES AND CONDITIONS (DIMENSIONS, ELEVATIONS, ETC.) UPON WHICH THESE DRAWINGS RELY. DEMOLITION NOTES 1. ALL DEMOLISHED MATERIALS, DEBRIS, AND RUBBISH SHALL BE REMOVED FROM SITE AS SOON AS POSSIBLE. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE. 2. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION. 3. DEMOLITION CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE SCOPE OF WORK AND AREAS OUTSIDE THE SCOPE OF WORK BY PROVIDING PLASTIC SHEATHING BETWEEN CONTIGUOUS SPACES AND/OR TEMPORARILY TAPING OF JOINTS AND GAPS TO PREVENT DUST MIGRATION. 4. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO ADJACENT AREAS. 5. CONDUCT DEMOLITION OPERATIONS & THE REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH STREETS, WALKS, & OTHER ADJACENT OCCUPANTS OR USED FACILITIES. COMPLY WITH LOCAL JURISDICTION REQUIREMENT FOR RECYCLING AND TREATMENT OF ITEMS TO BE RECYCLED. 6. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIAL LEGALLY OFF THE SITE. COMPLY WITH ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS. 7. DEMOLITION PROCEDURES SHALL COMPLY WITH ALL STANDARD LOCAL, NATIONAL, STATE AND FEDERAL SAFETY REQUIREMENTS. 8. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR ITS ASSEMBLIES UNLESS SPECIFICALLY NOTED OTHERWISE. CONSTRUCTION COORDINATION CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD (EOR) OF DISCREPENCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND AS -BUILT FIELD CONDITIONS PRIOR TO PURCHASING NON- REFUNDABLE BUILDING MATERIALS AND THEIR INSTALLATION. ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR BUILDING MATERIAL EXPENSES AND ASSOCIATED COSTS FOR STRUCTURAL ALTERATIONS DUE TO NON -COORDINATED FIELD CONDITIONS. APPLICABLE BUILDING CODES 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH STATE OF WASHINGTON AMENDMENTS 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2018 WASHINGTON STATE ENERGY CODE (WSEC) DESIGN PROFESSIONAL INFORMATION DEGENKOLB ENGINEERS SACRAMENTO OFFICE: 428 J STREET SUITE 500 SACRAMENTO, CA 95814 (916) 418-9100 OAKLAND OFFICE: 601 12TH STREET SUITE 400 OAKLAND, CA 94612 (510)272-9040 SAN FRANCISCO OFFICE: 375 BEALE STREET SUITE 500 SAN FRANCISCO, CA 94105 (415)392-6952 LOS ANGELES OFFICE: 300 SOUTH GRAND AVENUE SUITE 3850 LOS ANGELES, CA 90071 (213) 596-5000 SEATTLE OFFICE: 600 UNIVERSITY STREET SUITE 1001 SEATTLE, WA 98101 (206)262-9240 SAN DIEGO OFFICE: 225 BROADWAY SUITE 1325 SAN DIEGO, CA 92101 (619) 515-0299 DESIGN CRITERIA ARCHITECTURAL OCCUPANCY CLASSIFICATION GROUP R-3 CONSTRUCTION TYPE TYPE VB-WOOD FRAME (NON-SPRINKLERED) CLIMATE ZONE 4C STRUCTURAL 1. DEAD LOADS: A. ROOF 20 PSF B. CEILING 10 PSF C. FLOOR 15 PSF 2. LIVE LOADS: A. ROOF 20 PSF (REDUCIBLE) B. FLOOR 40 PSF (30 PSF BEDROOM) C. ATTIC W/O STORAGE 10 PSF 3. WIND DESIGN LOADS: A. BASIC WIND SPEED (V It) 97 MPH (USD) B. RISK CATEGORY II C. EXPOSURE CATEGORY B D. INTERNAL PRESSURE COEFF (GCpi) ±0.18 E. WALL COMPONENTS & CLADDING +10 PSF/-13 PSF (Z4)/-16 PSF (Z5) F. ROOF COMPONENTS & CLADDING +10 PSF/-14 PSF (Z2)/-22 PSF (Z3) 4. SEISMIC DESIGN CRITERIA: A. OCCUPANCY RISK CATEGORY II B. IMPORTANCE FACTOR (Is) 1.0 C. SEISMIC DESIGN CATEGORY D D. SITE CLASS D (DEFAULT) E. Ss = 1.279g S1 = 0.448g SDs = 1.023g SDt = NULL F. WOOD FRAMED SHEAR WALLS (R = 6.5) G. BASE SHEAR (V) = (Cs)W = 0.070W (ASD) H. ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE 5. SNOW LOADS: A. ROOF SNOW 25 PSF DEFERRED SUBMITTALS 1. REPAIRS TO MECHANICAL, ELECTRICAL, AND PLUMBING TO BE SUBMITTED UNDER SEPARATE COVER BY MEP SUBCONTRACTORS. City Of Edmonds Building Department Work ROOF REPAIRS- TREE STRIKE Address 24212 FIRDALE AVE Owner ----------------------------LYNCH ---------------------------- ----------------------------- Approved Date 02/21/2023 Building Official DawlK W W VfA1a1L Permit Number BLD2023-0150 REV1 REV2 REV3 REV4 REV5 REVISIONS Building Department PROJECTI 9L LOCATION 4 L_.. L7 a� - , - x5jr� - )_ . ry F. WIP - .�� • 'eta � + 5 -+ � - .1 � ,4� r LOCATION MAP NORTH PROJECT INFORMATION PROPERTY ADDRESS BUILDING OWNER 24212 FIRDALE AVE LYNCH RESIDENCE EDMONDS, WA 98020 24212 FIRDALE AVE A.P.N. 006398-000-004-00 EDMONDS, WA 98020 BUILDING INFORMATION LOT COVERAGE EXISTING LOWER FLOOR = 638 SQ FT LOT AREA = 8,276 SQ FT EXISTING FIRST FLOOR = 1,350 SQ FT TOTAL LIVING = 1,988 SQ FT ATTACHED GARAGE = 504 SQ FT SCOPE OF WORK 1. BUILDING DESCRIPTION: A. THE STRUCTURE IS A TRI-LEVEL RESIDENTIAL BUILDING CONSTRUCTED IN 1974. B. THE BUILDING IS GENERALLY RECTANGULAR IN PLAN WITH AN EAST -WEST DIMENSION OF 31 FEET AND A NORTH -SOUTH DIMENSION OF 68 FEET. C. THE ROOF FRAMING IS COMPRISED OF METAL PLATE -CONNECTED WOOD TRUSSES. D. THE WALL FRAMING IS COMPRISED OF WOOD STUDS. THE FLOOR FRAMING IS COMPRISED OF EAST -WEST WOOD JOISTS. 2. DAMAGE DESCRIPTION: A. A TREE STRUCK THE SOUTHWEST CORNER OF THE ROOF FRACTURING THE GABLE END TRUSS AND ONE ROOF TRUSS. B. NO DAMAGE WAS REPORTED TO THE WALL FRAMING. 3. PROJECT SCOPE: A. REMOVE AND REPLACE THE DAMAGED TRUSSES. B. REMOVE AND REPLACE APPROXIMATELY 100 SF OF PLYWOOD ROOF SHEATHING. C. REPLACE ALL GYPSUM BOARD WALL AND CEILING FINISHES IN LIKE -KIND AS REQUIRED. D. THE OCCUPANCY OF THE BUILDING IS UNCHANGED. E. THE EXISTING FOOTPRINT AND UTILITIES REMAIN UNCHANGED. SHEET INDEX A0.1 LOCATION MAP & GENERAL NOTES A0.2 PLOT PLAN A2.1 PARTIAL FLOOR PLAN A3.1 S0.2 PHOTO ELEVATIONS STANDARD STRUCTURAL DETAILS APPROVED S2.2 PARTIAL ROOF FRAMING PLAN PLANS MUST BE ON JOB SITE 1 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OV 0 r- 0 Cl)� aU, g w � w� w z z C7 0 o z+` O r U w d -0 co6>O Y J L >Q O N 6N w C V 0 O (n N Pr1I7RE 15�� r C 30695 r� AL4. NA L U W O Z J C LU W N v>oqo W Z Q Ww � Z 0 J Q W V J W 0N L.L L.f_ v�^^� LL0 =NZ � U'r.-p Q ZN2 J `N W Z O Q U O J RESUB Feb 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES �, DEPARTMENT N - (3) a� U) U) F_ z w �0 O v Q U w w 0O� Z 0 w O z 0 U) > CL w LU a--i C cm N O N C N 0 a DATE 02/02/2023 DRAWN KBM JOB NO C31351003.00 SHEET AO.1 NOTE: A LAND SURVEY WAS NOT PERFORMED FOR THIS PLOT PLAN RECONSTRUCTION PROJECT. PROPERTY LINE INFORMATION NO SCALE (SOURCE: SNOHOMISH COUNTY ASSESSOR) lY SHOWN IS FROM EXISTING COUNTY ASSESSOR'S MAPS. ALL DIMENSIONS TO PROPERTY LINES ARE APPROXIMATE FROM OBSERVED FIELD CONDITIONS AND HAVE NOT BEEN VERIFIED BY MEANS OF SURVEY. cu i7 ov 0 o w w Z Lu Z C7 O o Z+L o= U LLJ C� � a 2 m�6>o Y J L >Q N C co ui D :;-; N 0 60 (n N WAS/f,L. , 3069,55 L NAL�-''`G �Vn O W W CN U> za00 Z WWQ Q 0 J J Cn Q > W 0� Co LL 0 O = z N UFO J zN75; J t r) N W RESUB Feb 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F N Q N N ^L.L L rL^ v ) O A- L U cn z 0 O U) w co 0 DATE 02/02/2023 DRAWN KBM JOB NO C31351003.00 SHEET AO.2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L----- — TRUE NORTH PARTIAL FLOOR PLAN N 1/4" = 1'-0" cu ± 68'-0" ± 22'-0" F : oTal &A EXISTING WINDOW, TYP PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, LION WASHINGTON STATE ENERGY CODE REQUIREMENTS COMPONENT MIN REQUIREMENT ATTIC INSULATION R-49 WALL INSULATION (2X4 WALLS) R-15 SHEET NOTES 1. REPLACE THE RESIDENCE'S FINISH ROOFING IN LIKE KIND. 2. REPLACE GYPSUM BOARD WALL AND CEILING FINISHES AS REQUIRED. MATCH EXISTING. ATTACHMENT OF GYPSUM BOARD TO EXISTING WOOD FRAMING TO BE IN REMOVE EXISTING INSLULATION AS REQUIRE F OF TRUSSES. REPLACE WITH R-49 INSULATION ov 0 rry w � wC/) w z z C7 aO o z — O = U wcn�a -0 co c' OJ L >Q N C j > m Cn w� �co 70 0 (D (n N WAS/f�L.. 3069,55 L SS1 NALVs Z Lu LU O NJ U>o ZQ� � wwQ OJ 0 C/)Q� o Ll 0 J �0� C/) LL = z ,,, j (N U'r.-p Q Z N 2 - C) �- JNw Q RESUB Feb 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F- N O CD U) H z w O 0 0 Q cl) w_ � z a)0 w 0 z z 0 U) � w > w W cM N C) o N O DATE 02/02/2023 DRAWN KBM JOB NO C31351003.00 SHEET A2.1 O SOUTH ELEVATION N.T.S. g SOUTHEAST ELEVATION N.T.S. cu a LL ELEVATION KEY NOTES: O (R) CLASS'A' (30 YEAR) COMPOSITION SHINGLE ROOFING 22) (R) CEDAR HORIZONTAL LAP SIDING, MATCH EXISTING GENERAL ELEVATION NOTES 1. APPROVED NUMBERS OR ADDRESS SHALL BE PROVIDED PER IRC R319.1. 2. WEATHERPROOF THE EXTERIOR IN COMPLIANCE WITH IRC WITH STATE OF WASHINGTON AMENDMENTS SECTION R703.1.1. EXTERIOR DOOR AND WINDOW OPENINGS SHALL BE FLASHED IN ACCORDANCE WITH IRC WITH STATE OF WASHINGTON AMENDMENTS SECTION R703.4. 3. HORIZONTAL LAP SIDING INSTALLED PER MFG'S RECOMMENDATIONS OR PER IRC R703.5. 4. PROVIDE PRESERVATIVE TREATED OR NATURALLY DURABLE WOOD WHERE FRAMING IS IN CONTACT WITH CONCRETE OR LACKS CLEARANCE IN COMPLIANCE WITH IRC R317. 5. CLASS I OR II VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF FRAMED WALLS IN CLIMATE ZONES 5, 6, 7, 8 AND MARINE 4 PER IRC R702.7. 6. ASPHALT SHINGLE ROOFING SHALL COMPLY WITH IRC R905. PROVIDE A TYPE 15 MIN FELT UNDERLAYMENT FOR COMPOSITION ROOF COVERING PER IRC SECTION R905.2.3. FOR ROOF SLOPES BETWEEN 2:12 AND 4:12 APPLY TWO LAYERS OF UNDERLAYMENT PER IRC R905.2.2. 7. IN AREAS WHERE THERE IS A HISTORY OF ICE FORMING ALONG THE EAVES, AN ICE BARRIER IS REQUIRED FROM THE LOWEST EDGE OF THE ROOF TO A POINT AT LEAST 24-INCHES INSIDE THE EXTERIOR OF THE BUILDING, UON. (IRC R905.1.2) 8. VALLEYS SHALL CONSIST OF EITHER 24" WIDE CORROSION RESISTANT METAL LININGS OR TWO PLIES OF MINERAL -SURFACED ROOFING WITH THE BOTTOM LAYER NOT LESS THAN 181, AND THE TOP LAYER NOT LESS THAN 36" WIDE (@ OPEN VALLEYS). VALLEYS SHALL CONSIST OF AT LEAST ONE PLY OF 36" WIDE SMOOTH ROLL ROOFING OR SELF -ADHERING POLYMER MODIFIED BITUMEN UNDERLAYMENT (@ CLOSED VALLEYS). (IRC R905.2.8.2) 0 i� 0 o r ry w � w Lu Z Z C7 aO o z — o = U LLI C/) �; a m m CD Y OJ L >Q N C j > 6) Cn LLJ :;7; CV Lu CD m co 0 (D (n N ��DRE tv � 1 r 3059,55 L ,SS/0NALVS U O z W W N 0 ZQ 00 � W W � Q 0 _j Q Q > C� 0 w LIJ � C� J H � LJJ = Z UNo 0 Z j 2 J�o 0 N W = n RESUB Feb 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N Q L N N L a cn O A- L U cn Z 0 0 U) w co 0 DATE 02/02/2023 DRAWN KBM JOB NO C31351003.00 SHEET All • CARPENTRY NOTES: ALL STRUCTURAL WOOD SHALL CONFORM WITH THE LATEST EDITION OF THE FOLLOWING SPECIFICATIONS: A. HEMLOCK FIR...................................WWPA GRADING RULES-05. STRESS VALUES SHOWN IN NOTE #2 BASE MEMBER VALUES. B. STOCK GLULAM BEAMS..................PRG-305 PERFORMANCE STANDARD FOR APA EWS STOCK GLULAM BEAM C. NON -STOCK GLULAM BEAMS......... ANSI/AITC STANDARD A190.1 FOR STRUCTURAL GLUED LAMINATED TIMBER D. STRUCTURAL PLYWOOD................ALL PANELS TO BE PLYWOOD OF MINIMUM 5 PLY CONSTRUCTION. EACH PANEL SHALL BEAR THE QUALITY TRADEMARK STAMP OF THE "APA - THE ENGINEERED WOOD ASSOCIATION". E. ORIENTED STRAND BOARD ...........ALL PANELS TO BE ORIENTED STRAND BOARD. EACH PANEL SHALL BEAR THE QUALITY TRADEMARK STAMP OF THE " APA - THE ENGINEERED WOOD ASSOCIATION 2. ALL LUMBER SHALL BE HEMLOCK FIR WITH A MOISTURE CONTENT OF 19% OR LESS AT THE TIME OF INSTALLATION. MINIMUM GRADE SHALL BE: • 4X - HEMLOCK FIR #2, Fb = 850 PSI • 2X - HEMLOCK FIR #2, Fb = 850 PSI • LAMINATED VENEER LUMBER (LVL) - 2.0E ILEVEL TRUSJOIST MACMILLAN MICROLLAM • PREFABRICATED WOOD I -JOISTS - WEYERHEUSER TRUSS JOIST TJI JOISTS • STOCK GLULAM BEAMS - 1.9E ROSOBORO X-BEAM. UNBALANCED AT SINGLE SPAN AND BALANCED AT CONTINUOUS OR CANTILEVERED SPANS. • NON -STOCK GLULAM BEAMS - SIMPLE SPAN 24F-V4. CONTINUOUS SPAN 24F-V8. CAMBER MINIMUM 3500-FT RADIUS, UON. • STRUCTURAL PLYWOOD - APA C-D EXTERIOR GLUE. 3. BEARING AND SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT WALL AND PARTITION INTERSECTIONS WITH 3-16d NAILS. SPLICE UPPER AND LOWER PLATES AS IN DETAIL ON THIS SHEET. TOP OR BOTTOM PLATES WHEN BORED FOR PIPES AND CONDUITS SHALL BE SPLICED WITH SIMPSON ST 6236 STRAPS ON ONE SIDE WHEN NOTCH IS 1/3 THE WIDTH OF THE PLATES. WHEN THE HOLE IS 2/3 OF THE WIDTH OF THE PLATES USE SIMPSON ST 6236 STRAPS ON EACH SIDE OF THE PLATES. BORED HOLES SHALL BE CENTERED ALONG THE WIDTH OF PLATES. NOTCHING PLATES MORE THAN I OF THE WIDTH IS NOT ALLOWED. NOTCHES IN PLATES SHALL SHALL NOT BE LONGER THAN THE PLATE WIDTH AND SHALL HAVE A CLEAR DISTANCE BETWEEN ANY ADJACENT HOLE OR NOTCH OF AT LEAST TWICE THE PLATE WIDTH. SILL PLATES SHALL BE PLACED IN A BED OF GROUT WHEN REQUIRED FOR FULL BEARING ON THE FOUNDATION. 4. FOR EXTERIOR AND BEARING STUDS, NOTCHING NOT TO EXCEED 25% OF WIDTH AND BORED HOLES NOT TO EXCEED 40% OF WIDTH. FOR NON -BEARING STUDS, NOTCHING NOT TO EXCEED 40% AND BORING NOT TO EXCEED 60%. IF EXCEEDED, PROVIDE SIMPSON HSS STUD SHOE. 5. PROVIDE SOLID BLOCKING BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, AND AT SUPPORTS PARALLEL TO THE FRAMING PROVIDE BLOCKING OVER SUPPORT AT THE SAME SPACING AS THE FRAMING. PROVIDE CROSS BRIDGING OR FULL DEPTH BLOCKING FOR ALL ROOF RAFTERS OR FLOOR JOISTS THAT ARE 8 1/4 OR MORE INCHES DEEP, AT 8 FEET ON CENTER MAXIMUM AND AT NOT MORE THAN 10 FEET FROM SUPPORTS. CROSS BRIDGING SHALL CONSIST OF 2X3 WITH 2-8d TOE NAILS AT EACH END OR METAL BRIDGING INSTALLED WITH 2-8d NAILS AT EACH END. 6. JOISTS UNDER AND PARALLEL TO PARTITIONS SHALL BE DOUBLED AND STITCH NAILED TOGETHER. 7. PROVIDE BLOCKING IN ALL WALLS AT THE MID HEIGHT OF STUDS OR SO SPACED THAT THE UNBRACED LENGTH OF STUDS DOES NOT EXCEED 10 FEET. PROVIDE BLOCKING IN WALLS AT CEILING LINES. 8. PROVIDE SOLID BLOCKING BETWEEN ANY POSTS AT FLOOR FRAMING IN MULTI -STORY CONSTRUCTION. 9. ALL WOOD FRAMING MEMBERS SHALL EITHER BEAR ON PLATES, BEAMS, POSTS OR BE SUPPORTED IN A METAL CONNECTOR. 10. ALL LIGHT GAGE METAL CONNECTORS FOR WOOD CONSTRUCTION SHALL BE SIMPSON "STRONG -TIE" PRODUCTS AS SPECIFIED IN THEIR LATEST CATALOG OR AN APPROVED EQUAL. INSTALL ALL CONNECTORS PER MANUFACTURERS REQUIREMENTS, UON. 11. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE BOLT PLUS 1/16TH OF AN INCH. HOLES FOR LAG SCREWS SHALL BE BORED AT NO MORE THAN 75% OF THE DIAMETER OF THE ROOT OF THE THREADS. 12. ALL BOLTS, EXPANSION ANCHORS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS UNDER THE HEADS AND NUTS WHICH BEAR ON WOOD. 13. LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED ON INSTALLATION AND RETIGHTENED BEFORE CLOSING IN OR COMPLETION OF THE JOB. 14. ALL GLULAM BEAM FABRICATION SHALL BE PERFORMED BY AN APPROVED FABRICATOR PER IRC R502.1.3. 15. WOOD FRAMING MEMBERS THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED PER IRC R317.1. 16. CLEARANCE BETWEEN WOOD SIDING, SHEATHING AND FRAMING ON THE EXTERIOR OF A BUILDING AND EARTH SHALL NOT BE LESS THAN 6" FROM THE GROUND AND 2" VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, ETC. EXCEPT WHERE SIDING, SHEATHING AND WALL FRAMING ARE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD PER IRC R317.1. cu LL • PNEUMATIC NAILING NOTES: 1. ALL POWER (PNEUMATIC) DRIVEN NAILS FOR STRUCTURAL WORK SHALL BE SMOOTH -NAILS (UNLESS SPECIFICALLY NOTED OTHERWISE) PER ASTM 1667. 2. ALL POWER DRIVEN NAILS FOR STRUCTURAL WORK SHALL CONFORM WITH ICC ESR-1539. 3. NAILS INSTALLED IN PRESERVATIVE LUMBER SHALL BE HOT -DIP GALVANIZED NAILS CONFORMING WITH ASTM A 153. 4. NAILS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. 5. NAILS SHALL BE SPACED AT NOT LESS THAN 11 DIAMETERS ON CENTER. EDGE AND END DISTANCES SHALL NOT BE LESS THAN 6 DIAMETERS. NAIL HOLES SHALL BE SUB -DRILLED WHERE NECESSARY TO PREVENT SPLITTING OF WOOD. 6. ALL NAILS FOR PLYWOOD SHEATHING SHALL MEET 8d COMMON NAIL SIZING (2 1 /2"X0.131 " 0). 7. NAILING NOT NOTED BELOW OR INDICATED ON THE PLANS SHALL BE A MINIMUM OF TWO 16d NAILS AT EACH CONTACT FOR 2X MEMBERS AND A MINIMUM OF TWO 8d NAILS AT EACH CONTACT FOR 1X MEMBERS. 8. MINIMUM NAILING SHALL BE PER THE TABLE BELOW. CONNECTIONS NOT NOTED BELOW SHALL BE PER ICC ESR-1539 TABLE 11: ITEM DESCRIPTION OF BUILDING ELEMENT NUMBER/SPACING @ TYPE OF FASTENER ROOF 1 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TN (3) 16d (3"x0.131") (3) 8d (2 1 /2"x0.131 ") 2 CEILING JOISTS TO PLATE, TOE NAIL CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS (3) 16d (3"x0.131") (3) 8d (2 1 /2"x0.131 ") 3 (4) 16d (3"0.131") OVER PARTITIONS, FACE NAIL COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4"x20 GAGE RIDGE (4) 16d (3"x0.131") 4 STRAP (5) 8d (2 1/2"0.131") 5 RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL (4) 16d (3"x0.131") (5) 8d (2 1 /2"x0.131 ") 6 ROOF RAFTER TO RIDGE, VALLEY OR HIP RAFTERS: TOE NAIL (5) 16d (3"0.131") (5) 8d (2 1/2"x0.131") 7 ROOF RAFTER TO RIDGE, VALLEY OR HIP RAFTERS: END NAIL (4) 16d (3"0.131") WALL 8 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TN ABUTTING STUDS AT INTERSECTING WALL CORNERS, FACE NAIL 16d (3"0.131") @ 16" OC 8d (2 1/2"0.131") @ 8" OC 9 16d (3"0.131") @ 8" OC 8d (2 1/2"x0.131") @ 8" OC 10 BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER 16d (3"0.131") @ 8" OC 11 CONTINUOUS HEADER TO STUD, TOE NAIL DOUBLE TOP PLATES, FACE NAIL (4) 16d (3"0.131") (4) 8d (2 1 /2"x0.131 ") 12 16d (3"0.131") @ 12" OC DOUBLE TOP PLATES, MINIMUM 48-INCH OFFSET OF END JOINTS, 8d (2 1 /2"x0.131 ") @ 8" OC 13 (16) 16d (3"x0.131") FACE NAIL IN LAPPED AREA 14 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL (3) 16d (3"0.131") 15 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d (3"0.131") @ 12" OC 8d (2 1 /2"x0.131 ") @ 8" OC 16 SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS TOP OR SOLE PLATE TO STUD, END NAIL STUD TO SOLE PLATE, TOE NAIL (4) 16d (3"0.131") @ 16" OC (4) 8d (2 1/2"x0.131") @ 16" OC 17 (4) 16d (3"x0.131") (4) 8d (2 1 /2"x0.131 ") 18 (4) 16d (3"x0.131") (4) 8d (2 1/2"x0.131") FLOOR 19 JOIST TO SILL OR GIRDER, TOE NAIL 3-16d (3"0.131 ") 3-8d (2 1/2"x0.131") 20 RIM JOIST TO TOP PLATE, TOE NAIL 16d (3"0.131") @ 6" OC BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS 8d (2 1 /2"x0.131 ") @ 6" OC 21 16d (3"x0.131") @ 24" OC ") 5-16d (3"0.1316-8d (2 1/2"0.131") 22 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS • PREFABRICATED TRUSS NOTES: TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS: DEAD LIVE SNOW TOP CHORD- 20 PSF 20 PSF 25 PSF BOTTOM CHORD - 10 PSF 10 PSF (BOTTOM CHORD LIVE LOAD IS NOT CONCURRENT WITH THE ROOF LIVE LOAD) 2. MAXIMUM ALLOWABLE DEFLECTION TL/240 OR LL/360. 3. ALL TOP CHORD MEMBERS SHALL BE 2X4 MINIMUM. ALL BOTTOM CHORD MEMBERS SHALL BE 2X4 MINIMUM. 4. ALL WEB MEMBERS SHALL BE 2X4 MINIMUM. 5. LUMBER GRADE SHALL BE HEMLOCK FIR #2 OR BETTER. ALLOWABLE STRESS INCREASE FOR LOAD DURATION SHALL BE 25% MAXIMUM. NO REPETITIVE MEMBER STRESS INCREASES SHALL BE ALLOWED. 6. THE EFFECT OF ECCENTRIC LOADING SHALL BE CONSIDERED IN ALL JOINTS. DESIGN AND FABRICATION SHALL CONFORM WITH THE IRC R502.11. IN ADDITION, THE PREFABRICATED TRUSSES SHALL BE ASSEMBLED UNDER THE APPROVAL OF AN INDEPENDENT TESTING AGENCY PER IBC SECTION 1704.2.5. 7. MECHANICAL EQUIPMENT LOADS MUST BE CONSIDERED IN THE TRUSS DESIGN, SEE MECHANICAL PLANS FOR LOCATIONS AND WEIGHTS OF UNITS. 8. ALLOWABLE PLATE BEARING, FC=405 PSI. TRUSS DESIGN SHALL INCLUDE ALL CONNECTIONS AND BEARING IMPROVEMENTS REQUIRED. 9. TRUSS DRAWINGS WITH LAYOUT PLANS AND CALCULATIONS, SHALL BE PREPARED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF WASHINGTON AND SHALL BE SUBMITTED TO THE PROJECT PROFESSIONAL ENGINEER FOR SHOP DRAWING REVIEW PRIOR TO FABRICATION. PRIOR TO THE ERECTION OF TRUSSES, THE DESIGN CALCULATIONS AND DRAWINGS AS REVIEWED AND STAMPED BY THE PROFESSIONAL ENGINEER SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. 10. THE HANDLING AND ERECTION OF TRUSSES SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. ERECTION AND TEMPORARY BRACING (WHICH IS ALWAYS REQUIRED) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 0 HAND DRIVEN NAILING NOTES: ALL HAND DRIVEN NAILS FOR STRUCTURAL WORK SHALL BE SMOOTH -COMMON NAILS (UNLESS SPECIFICALLY NOTED OTHERWISE) PER ASTM 1667. NAILS INSTALLED IN PRESERVATIVE LUMBER SHALL BE HOT -DIP GALVANIZED NAILS CONFORMING WITH ASTM A 153. NAILS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. NAILS SHALL BE SPACED AT NOT LESS THAN 11 DIAMETERS ON CENTER. EDGE AND END DISTANCES SHALL NOT BE LESS THAN 6 DIAMETERS. NAIL HOLES SHALL BE SUB - DRILLED WHERE NECESSARY TO PREVENT SPLITTING OF WOOD. NAILING NOT NOTED BELOW OR INDICATED ON THE PLANS SHALL BE A MINIMUM OF TWO 10D NAILS AT EACH CONTACT FOR 2X MEMBERS AND A MINIMUM OF TWO 8d NAILS AT EACH CONTACT FOR 1X MEMBERS. MINIMUM NAILING SHALL BE PER THE TABLE BELOW. CONNECTIONS NOT NOTED BELOW SHALL BE PER IRC TABLE R602.3(1): ITEM DESCRIPTION OF BUILDING ELEMENT NUMBER/SPACING @ TYPE OF FASTENER ROOF 1 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, (3) 8d (2 1/2"0.131"), OR TOE NAIL CEILING JOISTS TO PLATE, TOE NAIL (3) 3"x0.131" (3) 8d (2 1/2"0.131"), OR 2 (3) 3"x0.131" 3 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS (3) 16d (3 1/2"0.162"), OR OVER PARTITIONS, FACE NAIL (4) 3"x0.131" 5 COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4"x20GA RIDGE (3) 10d (3"0.148"), OR STRAP, FACE NAIL RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL (4) 3"x0.131" (3) 10d (2 1/2"0.148"), OR 6 (4) 3"x0.131" (3) 10d (3 1/2"0.148") 7 ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF (4) 3"x0.131" (2) 16d (3 1/2"x0.162") RAFTER TO MINIMUM 2" RIDGE BEAM (TOE NAIL/FACE NAIL) (3) 3"x0.131" WALL 8 STUD TO STUD (NOT AT BRACED WALL PANELS), FACE NAIL 16d (3 1/2"x0.162") @ 24" OC 3"0.131" @ 16" OC 9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTION 16d (3 1/2"x0.162") @ 16" OC WALLCORNERS (AT BRACED WALL PANELS), FACE NAIL 3"x0.131" @ 12" OC 10 BUILT-UP HEADER (2" TO 2" HEADER W/ 1/2" SPACER), FACE NAIL 16d (3 1/2"x0.162") @ 16" OC 16d (3 1 /2"x0.135") @ 12" OC 11 CONTINUOUS HEADER TO STUD, TOE NAIL (4) 8d (2 1/2"x0.131"), OR (4) 10d (3"0.128") 12 TOP PLATE TO TOP PLATE, FACE NAIL 16d (3 1/2"x0.162") @ 16" OC 3"x0.131 " @ 12" O C 13 DOUBLE TOP PLATE SPLICE, MINIMUM 48-INCH OFFSET OF END (16) 16d (3 1/2"x0.135") JOINTS, FACE NAIL IN LAPPED AREA (16) 3"x0.131") 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING 16d (3 1/2"x0.162") @ 16" OC (NOT AT BRACED WALL PANELS), FACE NAIL BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING 3"x0.131" @ 12" OC (2) 16d (3 1/2"x0.162") @ 16" OC 15 (AT BRACED WALL PANELS), FACE NAIL (4) 3"x0.131" @ 16" OC (4) 8d (2 1 /2"x0.131 ") 16 (4) 3"0.131 " TOP OR BOTTOM PLATE TO STUD (TOE NAIL/END NAIL) (2) 16d (3 1/2"x0.162") (3) 3"x0.131" (2) 16d (3 1/2"0.162") (3) 3"x0.131" 17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL FLOOR 21 JOIST TO SILL, TOP PLATE OR GIRDER, TOE NAIL RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE, TN (3) 8d (2 1/2"x0.131") (3) 3"x0.131" 8d (2 1/2"0.131") @ 6" OC 22 3"0.131" @ 6" OC 24 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL (3) 16d (3 1/2"x0.135") (2) 16d (3 1/2"x0.162") 26 BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER, FACE NAIL (3) 16d (3 1/2"x0.162") LEDGER STRIP SUPPORTING JOISTS OR RAFTERS, FACE NAIL EA (4) 3"x0.131" 10d (3"0.128") OR 3"x0.131" 27 JST BAND OR RIM JOIST TO JOIST, END NAIL @ 24" OC T&B & 3 EA END 28 (3) 16d (3 1/2"x0.162") BRIDGING TO JOIST (4) 3"0.131 " 29 (2) 10d (3"x0.128") WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING 32 3/8" to 1/2" (EDGE NAILING/FIELD NAILING) 8d (2 1/2"x0.131") @ 6" OC 19/32" TO 1" (EDGE NAILING/FIELD NAILING) 8d (2 1 /2"x0.131 ") @ 12" OC 33 8d (2 1/2"x0.131") @ 6" OC 1 1/8" to 1 1/4" (EDGE NAILING/FIELD NAILING) 8d (2 1/2"0.131") @ 12" OC 10d (3"0.148") @ 6" OC 10d (3"0.148") @ 12" OC 34 0 2� 0 o co LLJ z Lu- z 0 2-O o Z+` o= U LLJ � a m m o Y OJ L >Q N C j > 6) Cn 44 LLJ � CV CD '0 0 (D (n N Pr1I7RE 15�� A,SI b r 3f}695 r�AL4. U Lu O Z O LU W N Q ZQ 00 � � W W OJ Q � U C/)Q� W 0 L.L � �^^� v LL =NZ � UFO C) Z N Q Lu v RESUB Feb 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (D :;7; F- (3) o a� U) c O A- Q L U W Z 0 O U) Lu N cu 0 DATE 02/02/2023 DRAWN KBM JOB NO C3B51003.00 SHEET SO-1 rc—)) WALL SHEATHING THE MIN DIMENSION OF A PIECE OF WALL SHTG SHALL BE 12". USE PARTIAL LENGTH SHEETS @ TOP OF WALL ONLY ALIGN HORIZ JOINTS ON SOLID STUD WIDTH BLKG WHERE SP SHEATHING OCCURS ON EA SIDE OF WALL, STAG VERT SHEET JOINTS ON DIFFERENT STUDS EA SIDE BN TO PERIMETER OF ALL SHEETS & TO ALL VERT MEMBERS OF 4X OR GREATER WIDTH FN TO ALL INTERIOR CONTACTS USE FULL SHEETS WHERE POSSIBLE ALIGN BOTTOM OF SP PANEL W/ BOTTOM OF MUD PLATE (OR SOLE PLATE). CENTER BN ROW ON MUD PL CL JOIST, TYP NOTES: 1. ALL DECKING TO BE OF 2x (NOMINAL) DIMENSION OR GREATER, AND SHALL BE OF NATURALLY DURABLE LUMBER, PRESSURE TREATED LUMBER OR APPROVED EQUAL. 2. DECKING SHALL HAVE A SPAN LENGTH SUCH THAT EACH BOARD BEARS ON A MINIMUM OF THREE JOISTS (2 SPAN MINIMUM). 3. FASTEN 2x DECKING TO DECK JOISTS W/ (2)-#8X3" MIN WOOD SCREWS EA CONTACT. 4. SPLICES IN DECK BOARDS SHALL ONLY OCCUR OVER CL OF DECK JOIST W/ (2)-# 8X3" MIN WOOD SCREWS EA BOARD. STAGGER SPLICES IN ADJACENT DECK BOARDS. 5. PROVIDE MINIMUM 1/8" GAP BTWN DECK BOARDS. ri �n 1 TYPICAL 2X DECKING LAYOUT TONGUE & GROOVE DECKING 1. REFERENCE: "TONGUE AND GROOVE DECKING" BY AMERICAN WOOD COUNCIL 2. THICKNESS: 1 1/2" (2" NOMINAL) 3. LAYU P: COMBINATION SIMPLE & TWO -SPAN CONTINUOUS LAYUP 4. EDGE NAILING: AT EACH SUPPORT TWO-INCH DECKING SHALL BE TOE -NAILED THROUGH THE TONGUE AND FACE NAILED WITH ONE NAIL, USING 16d COMMON NAILS 5. BENDING STRESS (MIN): 875 PSI 6. MODULUS OF ELASTICITY (MIN): 1,200,000 PSI 11 TONGUE &GROOVE DECKING NOTES NOTE: PROVIDE 1/8" (--AP BETWEEN =TS AT JOINTS BN (E) T&G BN �3/4" SP (E) T&G FN Sp (E) Tr. &G 1� 1 TYPICAL PLYWOOD OV/T&G NAILING ILL. 5 ROWS FN, TYP EA PANEL. CTR FN ON (E) T&G PLANK 16" OC MAX BN, TYP @ SP EDGE II rllllllll� II 4,1I (III II (I Illrllllllll�lll III II I I I I II (IIIII I IIIII IT II II III,( (III III( (III II Il II rlIII II( II III IIIII II IIArlI rllllllll'I I I I I II STAG PLYWD AS SHOWN W/ FACE GRAIN PERP TO (E) T&G (E) T&G, TYP BREAK PLYWOOD JOINT @ CENTER OF (E) T&G PLANK 1. ALL SHEATHING APPLIED OVER TONGUE AND GROOVE DECKING TO BE 3/8" MIN CDX, 3 PLY MIN. 2. SHEAR WALLS, TIES & BLKG. INSTALL ROWS OF FN @ 16" OC MAX W/ 16GA X 1 1/2" STAPLES @ 12" OC ON ROOFS. NOTE: 8d COMMONS MAY BE SUBSTITUTED FOR STAPLES. 3. DO NOT BREAK ANY FACE PLYS W/STAPLE HEADS. THE MIN EDGE DISTANCE FOR STAPLES SHALL BE 3/8" IN THE PLYWD & IN THE RECEIVING MEMBER. 4. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16". 5. ICBO ACCEPTED & APA RATED PERFORMANCE RATED SHEATHING PANELS MAY BE SUBSTITUTED FOR PLYWD. PANEL THICKNESS & SPAN RATING SHALL BE EQUAL TO THAT NOTED ON THESE PLANS. 1 PLYWOOD OV/ T&G LAYOUT TOP PLATI BORED HOLE MAX DIAMETER 40 PERC OF STUD DEPTH 5/8" MIN TO EDGE BORED HOLES SHA NOT BE LOCATED If SAME CROSS SECT OF CUT OR NOTCH STUD NOTCH MUST NOT EXCEED 25 PERCEP STUD DEPTH F 1 NOTCHING &BORING OF STUDS r: STAG PLYWD AS SHOWN W/ FACE GRAIN PERP TO FRAMING ROOF FRMG, TYP BLKG @ WALL LINE NOTES: 1. ALL ROOF SHEATHING TO BE 15/32" CDX, 5 PLY MIN. PANEL INDEX 32/16. 2. USE BN OF 8d @ 6" OC @ ALL PANEL EDGES, SHEAR WALLS, TIES & BLKG. FN TO ALL INTERIOR BEARINGS W/8d @ 12" OC ON ROOFS. 3. PLACE PANELS CONTINUOUS OVER TWO OR MORE SPANS AND PROVIDE 1/8" GAP AT ALL PANEL EDGES. 4. DO NOT BREAK ANY FACE PLYS W/NAIL HEADS. THE MIN EDGE DISTANCE FOR NAILS SHALL BE 3/8" IN THE PLYWD & IN THE RECEIVING MEMBER. 5. ICBO ACCEPTED & APA RATED PERFORMANCE RATED SHEATHING PANELS MAY BE SUBSTITUTED FOR PLYWD. PANEL THICKNESS & SPAN RATING SHALL BE EQUAL TO THAT NOTED ON THESE PLANS. 1 )ROOF SHEATHING 3/4" BN SP STUD, JST, RAFTER, OR BLK SP JT 3/8" 1 3/8" BN � BN SP SP STUD, JST, RAFTER, STUD WALL FRMG OR BLK PER PLAN SP NAILING 5/8" MIN TO EDGE ETWEEN 40 AND 60 PERCENT :PTH, THEN STUD MUST BE D NO MORE THAN TWO E STUDS ARE DOUBLED AND MIN SPACING TO BE 3x NOTCHES & PENETRATIONS DIAMETER OF LARGER GREATER THAN 1/3 WIDTH OF PENETRATION TOP PLATE ARE NOT ALLOWED i 1/3 ALL PENETRATIONS J �- MAX DIAMETER OF REQD TO BE W/IN MID PENETRATION TO BE 1/3 OF TOP PLATE 1/3 WIDTH OF TOP PLATE 07 TOP PLATE PENETRATIONS 1/3 MIN SPACING TO BE 3X DIAMETER OF LARGER 4 1/2" MIN PENETRATION 9" MAX ALL PENETRATIONS REQD TO BE W/IN MID 1/3 OF SILL PLATE MAX DIAMETER OF PENETRATION TO BE 1/3 WIDTH OF SILL PLATE PROVIDE AB EA SIDE OF NOTCHES & PENETRATIONS GREATER THAN 1/3 WIDTH OF SILL PLATE Og SILL PLATE PENETRATIONS NOTE: PROVIDE 1/8" GAP BETWEEN SHEETS AT JOINTS 3/4" F N STUD, JST, - SP RAFTER, OR BLK USE A34 @ OPNG OV/ T-0" T&B, TYP 2X BLK @ SP JOINTS & CEILING LINES HEADERS PER PLAN 5-16d AS SHOWN EXCEPT USE A34 @ HEADERS OV/ T-0" LONG OR WHERE 16d CAN NOT BE USED 2-10d TN, T&B 1-2X STUD, TYP 2-2X STUDS WHERE NOTED ON PLANS DOUBLE 2X SUB -SILL @ OPNG ABOVE FLOOR NAIL AS A MULTIPLE STUD FOR HEADERS LESS THAN 6'-0" USE SINGLE 2X TRIMMER OTHERWISE USE DOUBLE 2X TRIMMER, UON KING STUD PER TABLE BELOW WALL OPENING KING STUD REQUIREMENTS STUD HEIGHT WALL OPENING WIDTH (FT) STUD SIZE 4'-0" 6'-0" 8'-0" 10'-0" 2X4 2X4 DBL 2X4 (3) 2X4 4X6 8'-0" 2X6 2X6 2X6 2X6 DBL 2X6 10'-0" 2X4 DBL 2X4 (3) 2X4 4X6 4X6 2X6 2X6 2X6 DBL 2X6 DBL 2X6 3 1 WALL FRAMING ELEVATION 16d @ _ 16" OC 4'-0" M I N 16d @ 16" OC NOTES: 1. SPLICES TO OCCUR ONLY OVER CENTER LINE OF STUD. 40 LAP SPLICE 16-16d MIN, STAG NAILS EA SIDE OF PLATE OR AS NOTED ON PLANS DBL TOP PLATE WALL STUDS 0 o ^, co TT w V/ w - w z z C7 00—O o z +`- CD U co 02 in m Y J i Q 'It C 0 ate' (7 � N wo a)C)3 0 co (n N 01DRE Vjv/ ti 0- MASIIIy. . P- �`C _3a59s � �1 "RAL G ,' Sp/0NAL�.;Gr C/ Lu O z W ui N Q ZQ co � � W W 0 J Q � �Q� U W �^^� LL z UFO CN C� z N 2i M C) JCVw M z v RESUB Feb 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT :;7; F- a) 5 a> U) z w O 2 2 0 0 Q U w w QO� z o w O z z 0 U) > CL U) w W a-+ c C) m N O N 2 N 0 a DATE 02/15/2023 DRAWN KBM JOB NO C31351003.00 SHEET SO.2 (E) SHTG 8d @ 6" OC i (E) ROOF TRUSSES PER PLAN 3 ) TRUSS SISTER TOP CHORD OPTION 3/4" = 1'-0" cu (N) 2x4 NAILER (N) SDS25300 @ 16" OC EA SIDE (R) SHTG PER PLAN (R) ROOF TRUSS PER PLAN (N) 2x4 OUTLOOKERS @ 24" OC, NOTCH GABLE END TRUSS (N) 2x4 BLKG @ BRACES W/BN (N) ROOF SHTG PER (4)-16d BN PLAN (2)-16d EA CONTACT Fill (N) 2x6 FASCIA (N) 2x4 STRONGBACK PLAN LEGEND 12 ----7 ±4 MATCH EXISTING (E) 2X4 BELOW WALLS BELOW BEAM, OR (E) HDR BELOW W/ (2)-16d TO EACH (R) 2x4 BLKG @ 48" OC, W/ BN i� CONNECT JOIST HANGERS USING FASTENER DIAMETER, BRACE, PLACE AT 1 LENGTH, & QUANTITY PER MANUFACTURER'S 6'-0" MAX OC 1 2'-0" ± 22'-0" ± 2'-0" ± RECOMMENDATIONS. ALONG BRACES (R) GABLE END TRUSS W/DIALS TO TRANSFER DRAG FORCE (R) R-49 INS (PER PLAN) FROM SHEATHING TO SEE NOTE 2 WALL PLATE TRUSS'A' LTP5 @ 48" OC (N) 2x4 GABLE END BRACES @ 8'-0" OC (E) WALL FRAMING PER PLAN KEY NOTES (N) GBC @ EA BRACE SPAS OCCURS (N) A34 W/ SD #9 @ 48" OC NOTES: 1. PROVICE 2X6 TOP CHORD AT GABLE END TRUSS WITH OUTLOOKERS 2. REPLACE DISTURBED ATTIC INSULATION WITH R-49 INSULATION. 2 ) GABLE TRUSS TO EXT WALL NOTES: 1. CONTRACTOR TO VERIFY TRUSS SIZES, ROOF SLOPE, AND QUANTITY PRIOR TO FABRICATION. 2. PROVIDE 2X6 TOP CHORD WHERE NOTCHED FOR OUT LOOKERS AT GABLE END TRUSSES., 3. WEB CONFIGURATION SHOWN IS SCHEMATIC. ACTUAL CONFIGURATION IS PER MANUFACTURER. 1 ) TRUSS PROFILES 1/2" = 1'-0.1 1/4" = 1'-0" LOWER ROOF (NO DAMAGE) I I I I I I I I I I I I I I I I I I I I I I I I I o I I I I I I I I I I I I I I I 3 I RIDGE I I 3 I 7.2' RIDGE I I II i� I I 1 I I It _-- �I I I I -- I III � I I L-------------- -- --- ---- -- - - - -- --J 2 2 S2.2 4 PARTIAL ROOF FRAMING PLAN N 1/4" = 1'-01, (R) PREFABRICATED TRUSSES @ 24" OC. SEE TRUSS NOTES ON SHEET SO.1 O(R) PREFABRICATED GABLE END TRUSS O3 (E) ROOF TRUSS 4O SHADED AREA REPRESENTS (R) 15/32" ROOF SHEATHING PER DETAIL 1/S0.2 AND 2/S0.2 ov 0 o ^r � w 5 w C/) Lu z z O o Lu C/) coa. m mo OJ L >Q> N C j > 6) Cn 44 w co � N (3 -�6 'o 0 O (n N ��DRE Wb \N.AS/f,L' , 3069,55 L .SS�oNAL�-''`G �Vn Z J n V Lu LU C) N Z U > q — ZQ ob W LLJ o Q 0J>> Q Q Cn 0 LL Lu �� _ � LL = LL 0 Z O UNqr-- p Q Z C'q 2i 0� C) J N W J Q Q RESUB Feb 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N O CD � U) H z w � O o 0 Q w_ Lu D_ Z o w O z z 0 U) > � w w Ill �+ cuN_ cM N O N O DATE 02/02/2023 DRAWN KBM JOB NO C31351003.00 SHEET S2.2