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APPROVED BLD BLD2023-0288+Architectural_Plan+3.6.2023_3.45.29_PM+3404562ABV ABOVE AFF ABOVE FINISH FLOOR ADDL ADDITIONAL AGGR AGGREGATE ALT ALTERNATE AB ANCHOR BOLT & AND L ANGLE ARCH ARCHITECT/URAL @ AT BM BEAM BLW BELOW BTWN BETWEEN BLK BLOCK BLKG BLOCKING BOT BOTTOM B.O. _ BOTTOM OF BN BOUNDARY NAILING BRCG BRACING BLDG BUILDING CBC CALIFORNIA BUILDING CODE C CAMBER CIP CAST IN PLACE CLG CEILING CL CENTER LINE CTR CENTER C CHANNEL CLR CLEAR COL COLUMN CJP COMPLETE JOINT PENETRATION CONC CONCRETE CMU CONCRETE MASONRY UNIT CTUP CONCRETE TILT -UP PANEL CONN CONNECTION CJ CONSTRUCTION/COLD JOINT CONT CONTINUOUS CONTR CONTRACTOR CRC CALIFORNIA RESIDENTIAL CODE CSK COUNTERSINK DIAG DIAGONAL DS DIAGONAL SHEATHING O DIAMETER DIM DIMENSION DBL DOUBLE DF DOUGLAS FIR DN DOWN DWGS DRAWINGS EA EACH EF EACH FACE EW EACH WAY E.O._ EDGE OF ELEC ELECTRIC/AL ELEV ELEVATION EMBED EMBEDMENT EN END NAIL EQ EQUAL EQUIP EQUIPMENT (E) EXISTING EJ EXPANSION JOINT EXT EXTERIOR CHAMBERS RESIDENCE FIRE DAMAGE REPAIR ABBREVIATIONS GENERAL NOTES DESIGN PROFESSIONAL INFORMATION F.O._ FACE OF (CONC,FTG,ETC) PJP PARTIAL JOINT PENETRATION FN FIELD NAILING PEN PENETRATION FIN FINISH d PENNY FF FINISH FLOOR PERP PERPENDICULAR FLR FLOOR PC PIECE FT FOOT/FEET PL PLATE FTG FOOTING PLUMB PLUMBING FDN FOUNDATION PLYWD PLYWOOD FRMG FRAMING LBS POUNDS PSF POUNDS PER SQUARE FOOT GA GAGE PSI POUNDS PER SQUARE INCH GALV GALVANIZED PDF POWDER DRIVEN FASTENER GT GIRDER TRUSS PT PRESSURE TREATED GLB GLU-LAM PROJ PROJECTION GR GRADE GYP GYPSUM R RADIUS RWL RAIN WATER LEADER HGR HANGER REINF REIN FORCE/ING/MENT/D HWS HEADED WELDED STUD (R) REPLACE HDR HEADER REQD REQUIRED HT HEIGHT RF ROOF HSB HIGH STRENGTH BOLTS RO ROUGH OPENING HD HOLDOWN HSS HOLLOW STRUCTURAL S SELF-CLOSING SECTION SECT SECTION HORIZ HORIZONTAL SHTG SHEATHING HDG HOT DIPPED GALVANIZED SMS SHEET METAL SCREWS SIM SIMILAR INFO INFORMATION Si SLAB JOINT ID INSIDE DIAMETER SPCG SPACING INT INTERIOR SQ SQUARE STAG STAGGER/ED JT JOINT STD STANDARD JST JOIST STL STEEL JH JOIST HANGER STIF STIFFENER STRUCT STRUCTURE/AL KSI KIPS PER SQUARE INCH SP STRUCTURAL PLYWOOD LS LAG SCREW THK THICK LWC LIGHT WEIGHT THIRD THREADED CONCRETE THRU THROUGH LONGIT LONGITUDINAL TN TOE NAIL LLH LONG LEG HORIZONTAL T&G TONGUE AND GROOVE LLV LONG LEG VERTICAL T&B TOP AND BOTTOM TFJH TOP FLANGE JOIST HANGER MB MACHINE BOLT T.O._ TOP OF (CONC, FTG, ETC) MFR MANUFACTURE/D/ING/R TRAN TRANSVERSE MAX MAXIMUM TYP TYPICAL MECH MECHANICAL MTL METAL UON UNLESS OTHERWISE NOTED MIN MINIMUM VERT VERTICAL NA NEUTRAL AXIS (N) NEW WT WEIGHT NC NO CAMBER WWF WELDED WIRE FABRIC NOM NOMINAL W/ WITH NTS NOT TO SCALE WS WOOD SCREW # NUMBER/POUNDS WP WORK POINT OC ON CENTER OPNG OPENING OPH OPPOSITE HAND OD OUTSIDE DIAMETER OV/ OVER SYMBOL LEGEND SHEET NUMBERING SYSTEM- DETAIL & ELEVATION CALLOUT- DISCIPLINE DESIGNATION 1 INDICATES THAT DETAIL 1 WILL BE FOUND ON SHEET S0.3 S0.2 F DRAWING TYPE DESIGNATION SECTION OR ELEVATION INDICATING THAT S2 Z DETAIL 1 WILL BE FOUND ON SHEET S0.1 . S0.1 ARROW INDICATES VIEWING DIRECTION SHEET NUMBER BEYOND ZERO MISCELLANEOUS SYMBOLS: STRUCTURAL GRID IDENTIFIER: WORK POINT, CONTROL (DA-- 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 BLOCKING IN SECTION. ® INDICATES METAL INDICATES UNDISTURBED EARTH INDICATES SOR GR (STUCCO F NISHD@ ELEVOAT ONS) INDICATES COMPACTED EARTH P c INDICATES NEW CONCRETE INDICATES GRAVEL/ O0 AGGREGATE BASE aD0 INDICATES EXISTING CONCRETE THE FOLLOWING REPRESENTS A PERMANENT ADDRESS NUMBERING SYSTEM. DETAILS AND SECTIONS MAY BE USED TOGETHER ON THE SAME SHEET. 13 14 9 10 5 1 6 2 15 11 7 3 16 12 8 4 DETAILS 76 n 'u= D A E B F C BUILDING SECTIONS AND WALL FRAMING ELEVATIONS 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. 11. SMOKE REMEDIATION BY OTHERS. 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. APPLICABLE BUILDING CODES 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH STATE OF WASHINGTON AMENDMENTS 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL PLUMBING CODE (IPC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2018 WASHINGTON STATE ENERGY CODE (WSEC) ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES City Of Edmonds Building Department Work FIRE REPAIR Address 8328 218TH ST SW Owner ------------------------------- CHAMBERS -------------------------------------- Approved Date 3/27/2023 Building Official Dao-vauL W- 71(v9AmL Permit Number ------------------------------------- BLD2023-0288 REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 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 DEGENKOLB ENGINEERS 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 DESIGN CRITERIA ARCHITECTURAL OCCUPANCY CLASSIFICATION CONSTRUCTION TYPE CLIMATE ZONE STRUCTURAL 1. DEAD LOADS: A. ROOF B. CEILING C. FLOOR 2. LIVE LOADS: A. ROOF B. ATTIC W/O STORAGE 3. WIND DESIGN LOADS: A. BASIC WIND SPEED (VUIt) B. RISK CATEGORY C. EXPOSURE CATEGORY 4. SEISMIC DESIGN CRITERIA: A. OCCUPANCY RISK CATEGORY B. IMPORTANCE FACTOR (Is) C. SEISMIC DESIGN CATEGORY D. SITE CLASS E. Ss = 1.280g S1 = 0.450g SIDS = 1.024g SD1 = *NA 6. SNOW LOADS: A. ROOF 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 � r 1p, Edmonds-Woodway 212thSt SW ' High School 0 coCarMaxSI 'Q P .t g PROJECT LOCATION Swedish ©Edmonds Campus (Edmonds, 218th St SW, // / WA 98026 © Dicks Drive -In 220th St SW Lynnwood Honda 220thSt SW f 2 /i'I'I D 99 Ranch Market9 o Esperance I_ STGATE 228th St SW 228th St SW 228th St SW LOCATION MAP NORTH GROUP R-3 PROJECT INFORMATION TYPE VB-WOOD FRAME (NON-SPRINKLERED) 4C PROPERTY ADDRESS BUILDING OWNER 8328 218TH ST SW BARBARA KESTER EDMONDS, WA 98026 8328 218TH ST SW A.P.N. 270430-001-021-00 EDMONDS, WA 98026 20 PSF 1PSF 15PSF BUILDING INFORMATION LOT COVERAGE 20 PSF (REDUCIBLE) 10 PSF 97 MPH 11 B 11 1.0 D EXISTING FIRST FLOOR = 1,764 SQ FT LOT AREA = 9,583 SQ FT EXISTING GARAGE = 480 SQ FT EXISTING TOTAL = 2,244 SQ FT D (DEFAULT) SCOPE OF WORK 1. BUILDING DESCRIPTION: A. THE STRUCTURE IS A ONE-STORY WOOD -FRAMED RESIDENCE WITH A CRAWLSPACE CONSTRUCTED IN 1956. THE RESIDENCE IS RECTANGULAR IN PLAN. THE LONG AXIS IS 25 PSF APPROXIMATELY 53 FEET AND IS ORIENTED EAST -WEST. THE SHORT AXIS IS APPROXIMATELY 34.5 FEET AND IS ORIENTED NORTH -SOUTH. B. THERE IS A 480 SQ FT ATTACHED GARAGE LOCATED ON THE EAST END OF THE RESIDENCE. C. THE WALL FRAMING IS COMPRISED OF 2X4 STUDS AND IS SHEATHED WITH STRAIGHT SHEATHING. D. THE ROOF IS GABLED WITH THE RIDGE ORIENTED EAST -WEST. THE ROOF FRAMING IS COMPRISED OF 2X4 ROOF RAFTERS WITH 2X6 CEILING JOISTS AND 2X10 PURLINS. THE ROOF IS SHEATHED WITH STRAIGHT SHEATHING. 2. DAMAGE DESCRIPTION: A. A FIRE EVENT OCCURRED IN THE GARAGE. FIRE DAMAGES INCLUDE THE ROOF FRAMING AND THE WEST WALL FRAMING OF THE GARAGE. 3. PROJECT SCOPE: A. REMOVE THE ROOF FRAMING OF THE RESIDENCE AND GARAGE AND REPLACE WITH PREFABRICATED WOOD TRUSSES. B. REMOVE EXISTING WALL BETWEEN GARAGE AND SOUTHEAST BEDROOM AND REPLACE WITH FIRE SEPARATION ASSEMBLY C. ALTERATION OF WINDOW SIZE AND/OR LOCATION TO MEET THE EGRESS REQUIREMENTS. D. REMOVAL AND REPLACEMENT OF INTERIOR AND EXTERIOR FINISHES, INSULATION, WINDOWS AND DOORS AS REQUIRED. E. THIS REPAIR USES LIKE -KIND MATERIALS TO REPAIR THE DAMAGE COMPONENTS. G. THE EXISTING FOOPRINT AND UTILITIES REMAIN UNCHANGED. DEFERRED SUBMITTALS 1. THIS BUILDING IS TO BE CONSTRUCTED/REPAIRED WITH NEW PREFABRICATED WOOD TRUSSES. THE TRUSS PACKAGE DESIGN SHALL BE A DFERRED SUBMITTAL ITEM, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER OF RECORD (EOR). CONTRACTOR AND/OR OWNER SHALL PROVIDE FOR WITH TRUSS CALCULATION PACKAGE FOR REVIEW, PRIOR TO FABRICATION. 2. REPAIRS TO PLUMBING, ELECTRICAL, AND MECHANICAL TO BE SUBMITTED UNDER SEPARATE COVER BY MEP SUBCONTACTORS. SHEET INDEX A0.1 LOCATION MAP & GENERAL NOTES A0.2 PLOT PLAN A2.1 FLOOR PLAN A3.1 PHOTO ELEVATIONS S0.1 STANDARD STRUCTURAL NOTES S0.2 STANDARD STRUCTURAL DETAILS S2.2 ROOF FRAMING PLAN S4.1 STRUCTURAL DETAILS 212tr 1 OVCD 0 w� v� w w zZ 0 E 0 o � 0 w_'°°0_Q m rn o ) J ` Q N N 0 0CV CLLI ( 0OCnCV pDRUE ws y pE WASyj I 306955,�G�,�� BRA Z1%. 70NA L 3ll/23 V W O Z W U Q Z 3: o W i) 00 LLJ Z Fn U^ < LLJ LU VJ 00 W 06 O� T--0 LLJ (N Z om 000 O Q (Y) 00 0 T� _.L W Z U O U O J RECEIVED Mar 13 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U (V 'o � � a cn 0 CL L U O W 0 DATE 03/01 /2023 DRAWN KBM JOB NO C31351002.00 SHEET AO.1 PLOT PLAN NTS CU a a� KEY NOTES 101 - (E) MAIN RESIDENCE 102 - (E) DRIVEWAY 103 - APPROXIMATE LOCATION OF REPAIRS NOTE: A LAND SURVEY WAS NOT PERFORMED FOR THIS RECONSTRUCTION PROJECT. PROPERTY LINE INFORMATION 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. ovT O W w Z3 wcn w C9 0 E o z o w60�w m y rn o Y J ` Q N N O 0.)W > � � N � CD CD (.0 Cn CV ODREW49 ov 3069. G �� Ox`sS'DN , N`, 3I1�t3 w U Zoo wU)00 z 0 cy) Q Q J w� C) co U ()� V--0 O w (N Z omoo0 J N �cy)� Q o0 0 = w U RECEIVED Mar 13 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U (V O i � � L a cn c 0 CL L U z o 0 C/) w c� 0 DATE 03/01 /2023 DRAWN KBM JOB NO C3B51002.00 SHEET AO.2 0 D ' A3.1 +I CU a m 504 0 rn w ±18'-0" POf (E)8°4°XOX FAM I LY RO( w 0 0 N 0 0 W D W (R) SKYLIGHT MATCH EXISTING m NOOK (E)5°4°XO ±4'-0" ±10'-6" KITCHEN 0 0 (E)3040CASE ±53'-0" (E)10050XOX ±19'-6" (R) SKYLIGHT MATCH EXISTING DINING (E)8°68SGD DECK A A3.1 c A3.1 ±20'-6" PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) WOOD STUD WALL, 2X4 STUDS @ 16" OC LION W/ (R) FIRE SEPARATION ASSEMBLY PER IRC TABLE R302.6 (1/2" GYP ON GARAGE FACE) WASHINGTON STATE ENERGY CODE REQUIREMENTS COMPONENT ATTIC INSULATION MIN REQUIREMENT R-49 WALL INSULATION R-15 0.30 MAX U-FACTOR WINDOWS SHEET NOTES 1. REPLACE THE RESIDENCE'S FINISH ROOFING IN LIKE KIND. 2. REPLACE INSULATION AS REQUIRED. 3. REPLACE DOORS PER PLAN. 4. REPLACE WINDOWS PER PLAN. 5. SD INDICATES INTERCONNECTED SMOKE DETECTOR. (N)7034XO (N)7034XO 6. SD/CO INDICATES INTERCONNECTED SMOKE AND CARBON MONOXIDE DETECTOR. SEE NOTE 8 SEE NOTE 8 7. REPLACE GYPSUM BOARD WALL AND CEILING FINISHES AS REQUIRED. MATCH EXISTING. ATTACHMENT OF GYPSUM BOARD TO EXISTING WOOD FRAMING TO BE IN ACCORDANCE WITH IRC SECTION R702.3 8. LOWER WINDOW SILL 4" TO MEET MAXIMUM SILL HEIGHTB c ' in OF 44" PER 1/S4.1. +I (E)16°7°GD BEDROOM BEDROOM a_ co 0 SD 7t, 0 SD ±73'-6" FLOOR PLAN �T 1 /4" = 1 '-0" �Y Q'1 0 SD/CO 0 SD E RAMP BEDROOM c (E) 5030TRANSOM (E)5068SGD \ (E) 5030TRANS ±39'-6" (N) HANDRAIL PER R311.8 GARAGE o N ^ N 8-0" CLG HT w +I (E)5°2°XO _.0 0 CD ry a� ry V, w cn w z Oz E o z o w60�w m . rn O Y J ` Q N N O ; W � � N � �CD COO(nN 0E WASyj I 306955,�G�,�� BRA ZSS70NA L 3ll/23 W C Z 3: w U) O 00 Z 0 cy) Q VJ VJ W 3 0� 2 I.— _ U/ W - _ I 0 O I..L WNz 0 m000 J LL� M W T< _.L W U RECEIVED Mar 13 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U O i L a cn c 0 U) Z 0 C/) W m DATE 03/01 /2023 DRAWN KBM JOB NO C3B51002.00 SHEET A2.1 O 0 CU a m NORTH ELEVATION N.T.S. WEST ELEVATION N.T.S. O O SOUTH ELEVATION N.T.S. SOUTH ELEVATION N.T.S. ELEVATION KEY NOTES: O(R) CLASS 'A' (30 YEAR) COMPOSITION SHINGLE ROOFING O2 (R) 1X8 T&G VERTICAL SIDING C 3 I (R) GUTTER 04 (R) 2X8 FASCIA BOARD O (E) GAS SERVICE METER O (R) SOFFIT (E) ROOF TO REMAIN GENERAL ELEVATION NOTES 1. 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. 2. EXTERIOR DOOR AND WINDOWS SHALL COMPLY WITH IRC WITH STATE OF WASHINGTON AMENDMENTS SECTION R609. 3. HORIZONTAL LAP SIDING INSTALLED PER MFG'S RECOMMENDATIONS OR PER IRC R703.5. 4. WOOD STRUCTURAL PANEL SIDING INSTALLED PER MFG'S RECOMMENDATIONS OR PER IRC R703.5. 5. PROVIDE PRESERVATIVE TREATED OR NATURALLY DURABLE WOOD WHERE FRAMING IS IN CONTACT WITH CONCRETE OR LACKS CLEARANCE IN COMPLIANCE WITH IRC R317. 6. 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. 7. 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. 8. 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) 9. 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) _.m O o o ^� U .(D W w Z3 TT V/ w m w C� z O E o z o Dom C) m 2�' rn o Y J ` Q (0"' O (0"'N ; Lu N 0roU)CV �Iry OF WASyi 3069155G�,�� BRA �SS�ONA L ENC'` 3ll/23 c) w U c� Z zoo 0 wU)0 — 0 cy) i w 0' w U) 00 v ' j I..L — 0 I wNZ 0 om 00 0 2ic� Qob0 0 = w = U I RECEIVED Mar 13 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 5 (V O � H � L a cn c 0 CL L U U) U Q z 0 w (a 0 DATE 03/01 /2023 DRAWN KBM JOB NO C31351002.00 SHEET All WOOD TREATMENT 1. TREATED WOOD MATERIAL SHALL COMPLY WITH AWPA STANDARD U1-16 WITH CATEGORY USE AS FOLLOWS: 1.1 FRAMED WALL MUD PLATES - UC2 1.2 DECK FRAMING - UC3B 2. FOR FASTENERS IN TREATED LUMBER WITH ACQ/CA/CCA, USE HOT -DIPPED GALVANIZED PER ASTM A153 OR STAINLESS STEEL, TYPE 304 OR 316. 3. FOR CONNECTORS IN TREATED LUMBER WITH ACQ/CA/CCA, USE HOT -DIPPED GALVANIZED PER ASTM A653, CLASS G185 OR STAINLESS STEEL, TYPE 304 OR 316. 4. FOR ACZA-TREATED WOOD, USE STAINLESS STEEL FASTENERS AND CONNECTORS LISTED ABOVE. 5. COORDINATE FINISH COATINGS WITH MANUFACTURER'S LATEST LITERATURE, E.G. SIMPSON STRONG -TIE ZMAX (GALVANIZED G185 PER ASTM A653). C0 a m LL • CARPENTRY NOTES: 1. 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, LION. 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. 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"0.131") (3) 8d (2 1 /2"x0.131 ") 2 CEILING JOISTS TO PLATE, TOE NAIL (3) 16d (3"0.131") (3) 8d (2 1 /2"x0.131 ") 3 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS (4) 16d (3"x0.131") OVER PARTITIONS, FACE NAIL 4 COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4"x20 GAGE RIDGE (4) 16d (3"x0.131") STRAP RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL (5) 8d (2 1/2"x0.131") (4) 16d (3"0.131") (5) 8d (2 1/2"x0.131") 5 6 ROOF RAFTER TO RIDGE, VALLEY OR HIP RAFTERS: TOE NAIL (5) 16d (3"x0.131") (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 16d (3"0.131") @ 16" OC 8d (2 1 /2"x0.131 ") @ 8" OC 9 ABUTTING STUDS AT INTERSECTING WALL CORNERS, FACE NAIL BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER CONTINUOUS HEADER TO STUD, TOE NAIL 16d (3"0.131") @ 8" OC 8d (2 1 /2"x0.131 ") @ 8" OC 10 16d (3"x0.131") @ 8" OC (4) 16d (3"0.131") (4) 8d (2 1/2"0.131") 11 12 DOUBLE TOP PLATES, FACE NAIL 16d (3"0.131") @ 12" OC 8d (2 1 /2"x0.131 ") @ 8" OC 13 DOUBLE TOP PLATES, MINIMUM 48-INCH OFFSET OF END JOINTS, (16) 16d (3"0.131") FACE NAIL IN LAPPED AREA 14 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL (3) 16d (3"x0.131") 15 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d (3"x0.131") @ 12" OC 8d (2 1 /2"x0.131 ") @ 8" OC 16 SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS (4) 16d (3"0.131") @ 16" OC (4) 8d (2 1 /2"x0.131 ") @ 16" OC 17 TOP OR SOLE PLATE TO STUD, END NAIL (4) 16d (3"0.131") (4) 8d (2 1/2"0.131") 18 STUD TO SOLE PLATE, TOE NAIL (4) 16d (3"x0.131") (4) 8d (2 1/2"x0.131") FLOOR 19 JOIST TO SILL OR GIRDER, TOE NAIL RIM JOIST TO TOP PLATE, TOE NAIL 3-16d (3"x0.131 ") 3-8d (2 1 /2"x0.131 ") 20 16d (3"x0.131 ") @ 6" OC 8d (2 1 /2"x0.131 ") @ 6" OC 21 BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS 16d (3"0.131") @ 24" OC 22 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 5-16d (3"x0.131 ") 6-8d (2 1/2"x0.131") * PREFABRICATED TRUSS NOTES: 1. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS: DEAD LIVE SNOW TOP CHORD - 20PSF 20PSF 25PSF BOTTOM CHORD - 10PSF (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. * HAND DRIVEN NAILING NOTES- 1 . ALL HAND DRIVEN NAILS FOR STRUCTURAL WORK SHALL BE SMOOTH -COMMON NAILS (UNLESS SPECIFICALLY NOTED OTHERWISE) PER ASTM 1667. 2. NAILS INSTALLED IN PRESERVATIVE LUMBER SHALL BE HOT -DIP GALVANIZED NAILS CONFORMING WITH ASTM A 153. 3. NAILS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. 4. 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. 5. 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. 6. 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"x0.131"), OR TOE NAIL (3) 3"x0.131" 2 CEILING JOISTS TO PLATE, TOE NAIL (3) 8d (2 1/2"0.131"), OR (3) 3"x0.131" (3) 16d (3 1/2"x0.162"), OR 3 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS, FACE NAIL (4) 3"x0.131" 5 COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4"x20GA RIDGE (3) 10d (3"x0.148"), OR STRAP, FACE NAIL (4) 3"x0.131" 6 RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL (3) 10d (2 1/2"0.148"), OR (4) 3"x0.131" (3) 10d (3 1 /2"x0.148") 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"x0.131" @ 16" OC 9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTION 16d (3 1/2"4.162") @ 16" OC WALLCORNERS (AT BRACED WALL PANELS), FACE NAIL 3"0.131" @ 12" OC 10 BUILT-UP HEADER (2" TO 2" HEADER W/ 1/2" SPACER), FACE NAIL 16d (3 1/2"x0.162") @ 16" OC CONTINUOUS HEADER TO STUD, TOE NAIL 16d (3 1/2"x0.135") @ 12" OC 11 (4) 8d (2 1/2"x0.131"), OR TOP PLATE TO TOP PLATE, FACE NAIL (4) 10d (3"0.128") 12 16d (3 1/2"x0.162") @ 16" OC DOUBLE TOP PLATE SPLICE, MINIMUM 48-INCH OFFSET OF END 3"x0.131" @ 12" OC 13 (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"0.162") @ 16" OC (NOT AT BRACED WALL PANELS), FACE NAIL 3"x0.131" @ 12" OC 15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (2) 16d (3 1/2"x0.162") @ 16" OC (AT BRACED WALL PANELS), FACE NAIL (4) 3"0.131" @ 16" OC (4) 8d (2 1 /2"x0.131 ") 16 (4) 3"x0.131" TOP OR BOTTOM PLATE TO STUD (TOE NAIL/END NAIL) (2) 16d (3 1/2"x0.162") (3) 3"x0.131" 17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL (2) 16d (3 1/2"x0.162") (3) 3"x0.131" FLOOR 21 JOIST TO SILL, TOP PLATE OR GIRDER, TOE NAIL (3) 8d (2 1/2"x0.131 ") (3) 3"x0.131" 22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE, TN 8d (2 1/2"0.131") @ 6" OC 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 3"x0.131 " @ 6" OC 24 (3) 16d (3 1/2"x0.135") (2) 16d (3 1/2"0.162") 26 BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER, FACE NAIL (3) 16d (3 1/2"x0.162") (4) 3"x0.131" 27 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS, FACE NAIL EA 10d (3"x0.128") OR 3"x0.131" JST @ 24" OC T&B & 3 EA END 28 BAND OR RIM JOIST TO JOIST, END NAIL (3) 16d (3 1/2"x0.162") (4) 3"x0.131" 29 BRIDGING TO JOIST (2) 10d (3"0.128") WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING 32 3/8" to 1/2" (EDGE NAILING/FIELD NAILING) 8d (2 1/2"0.131") @ 6" OC 8d (2 1/2"x0.131") @ 12" OC 33 19/32" TO 1" (EDGE NAILING/FIELD 8d (2 1/2"x0.131") @ 6" OC 8d (2 1 /2"x0.131 ") @ 12" OC 34 1 1/8" to 1 1/4" (EDGE NAILING/FIELD NAILING) 10d (3"0.148") @ 6" OC 10d (3"0.148") @ 12" OC _.m O o ^� U) W w Z3 wcn Lu 0 2-z O E o Z o Lum�C co � rn o Y J ` Q N N O a)rn o W � � N � (.0 Cn CV P�yDRE WR %%AS/// �f f� r r GC�30695 RAL 0A S,SION AL6c�� 3ll/23 U W O Z W U Z N Q w () o 00 0 � cy) VJ VJ w=� U D r^ VJ 00 �^ W 0./ I..L - LLJ (N 0 Z I- m 000 0 C) cy) Q T< 0 0 _.L W U Q z V RECEIVED Mar 13 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Q) m a cn c O Q L U W U Q z 0 _W w (a 0 DATE 03/01 /2023 DRAWN KBM JOB NO C31351002.00 SHEET SO-1 -1 ATrn AT Og WALL SHEATHING co a m 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 STAG PLYWD AS SHOWN WITH FACE GRAIN PERP FN TO FRAMING �`1LOME JOISTS, TYP 1. ALL FLOOR SHEATHING TO BE 23/32" APA RATED STURD-I-FLOOR, 24" OC, EXPOSURE 1, TONGUE -AND -GROOVE. 2. GLUE -FASTENED INSTALLATION - USE ADHESIVE COMPLYING WITH APA SPECIFICATION AFG-01. USE SIMPSON STRONG -TIE QUICK DRIVE WSNTL #8 FLAT HEAD SCREWS PER ICC-ES ESR-1472 (OR EQV.) W/ MINIMUM 1-1/4" PENETRATION INTO FRAMING MEMBER. BN OF 6" OC @ ALL PANEL EDGES, SHEAR WALLS, TIES & BLKG. FN TO ALL INTERIOR BEARINGS @ 12" OC. 3. PLACE PANELS CONTINUOUS OVER TWO OR MORE SPANS AND PROVIDE 1/8" GAP AT ALL PANEL ENDS. 4. SET SCREW HEADS FLUSH WITH PLYWOOD SURFACE. THE MINIMUM EDGE AND END DISTANCE FOR SCREWS 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. OCONVENTIONAL FLOOR SHEATHING LAYOUT TOP PLAT BORED HOLE MAX DIAMETER 40 PER( OF STUD DEPTH 5/8" MIN TO EDGE BORED HOLES SH) NOT BE LOCATED I SAME CROSS SEC' OF CUT OR NOTCF STUD NOTCH MUST NOT EXCEED 25 PIERCE STUD DEPTH F )NOTCHING &BORING OF STUDS MIN SPACING TO BE 3x DIAMETER OF LARGER PENETRATION 1/3 ALL PENETRATIONS - REQD TO BE W/IN MID 1/3 OF TOP PLATE 07 TOP PLATE PENETRATIONS 1/3 MIN SPACING TO BE 3X DIAMETER OF LARGER PENETRATION 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 STUD WALL FRMG PER PLAN 5/8" MIN TO EDGE ETWEEN 40 AND 60 PERCENT :PTH, THEN STUD MUST BE D NO MORE THAN TWO STUDS ARE DOUBLED AND NOTCHES & PENETRATIONS GREATER THAN 1/3 WIDTH OF TOP PLATE ARE NOT ALLOWED MAX DIAMETER OF PENETRATION TO BE 1/3 WIDTH OF TOP 4 1/2" MIN 9" MAX G STAG PLYWD AS SHOWN W/ FACE GRAIN PERP TO FRAMING ROOF FRMG, TYP BLKG @ WALL LINE 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 1/81, 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 1 ROOF SHEATHING 3/4" BN SP STUD, JST, RAFTER, OR BLK SP JT 3/8" 3/8" BN �� BN SP 7SP STUD, JST, RAFTER, OR BLK OSP NAILING NOTE: PROVIDE 1/8" GAP BETWEEN SHEETS AT JOINTS 3/4" FN STUD, JST, SP RAFTER, OR BLK USE A34 @ OPNG OV/ 7'-0" T&B,TYP 2X BLK @ SP JOINTS & CEILING LINES HEADERS PER PLAN. 5-16d AS SHOWN EXCEPT USE A34 @ HEADERS OV/ 7'-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 6-011 USE SINGLE 2X TRIMMER OTHERWISE USE DOUBLE 2X TRIMMER, UON KING STUD PER TABLE BELOW WALL OPENING KING STUD REQUIREMENTS STUD HEIGHT STUD SIZE WALL OPENING WIDTH (FT) 4'-0" 6-0" 8'-0" 10'-01, 8'-0" 2X4 2X6 2X4 DBL 2X4 (3) 2X4 4X6 DBL 2X6 2X6 2X6 2X6 10'-0" 2X4 DBL 2X4 (3) 2X4 4X6 4X6 2X6 2X6 2X6 DBL 2X6 DBL 2X6 OWALL FRAMING ELEVATION 16d @ 16" OC 4'-0" M I N 16d @ 16" OC NOTES: 1. SPLICES TO OCCUR ONLY OVER CENTER LINE OF STUD. OLAP SPLICE 16-16d MIN, STAG NAILS EA SIDE OF PLATE OR AS NOTED ON PLANS DBL TOP PLATE WALL STUDS CD 0 ^� W TT w Z3 V/ w cn w C� 2—z O E o z CD wcf)00 m2�,rnC) Y J ` Q N N O > � 44 W : N N 0 - . (.0 Cn CV oRE y �pE WASyj 3069�S�G�,�� BRA �SS�ONA L ENC'` 3ll/23 V J Q W W U N J zoo Q W Cn 00 0 VJ VJ W 0= U VJ 00 v' W N Z om co CN 0 00 0 Q = W U Q 0 Z V RECEIVED Mar 13 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 U CD a` U) c O U) O U) > Lu cc DATE 03/01 /2023 DRAWN KBM JOB NO C3B51002.00 SHEET SO.2 OMIT TRUSS TAIL AT DORMER ROOF 12 �5 OMIT TRUSS TAIL AT DORMER ROOF ATTIC VENTILATION (IRC R806) REQUIRED: 1. TOTAL ATTIC VENTILATION REQUIRED 2. GAR. ATTIC VENTILATION REQUIRED 3. RES. ATTIC VENTILATION REQUIRED = (1/150)(30'X53') [RES] + (1/150)(20'x24.5') [GAR.] = 13.87 SO FT = 24% (13.87) = 3.33 SO FT = SEE ABOVE = 10.54 SO FT 2'- 0" � ± 30'-0" � 2'- p�� � 4. RIDGE VENT (12.5 SO IN/FT) = (12.5/144) X 50' = 4.34 SO FT 5. EAVE VENTS (41 SO IN) = (41/144) X 15 = 4.27 SO FT 6. GABLE VENT @ WEST WALL = 2.0 SO FT TRUSS 'A' 6. TOTAL ATTIC VENTILATION = 10.57 SO FT (A) TRUSS PROFILE 'A' '\� 1/4" = 1'-0" 2'-0" (R-) TRUSS PROFILE 'B' \�_� 1/4" = 1'-0" CU ± 24'-6" TRUSS 'B' 12 ____15 3'-0" ROOF FRAMING PLAN �T 1/4" = 1'-01, 1 Y PROVIDE CONTINUOUS RIDGE VENT TO SATISFY RESIDENCE AND GARAGE ATTIC VENTILATION REQUIREMENTS. PROVIDE 6 1/2"X22" EAVE VENTS (OR EQUIVALENT) TO SATISFY GARAGE ATTIC VENTILATION. PROVIDE 7 1/2"x22" EAVE VENTS (OR EQUIVALENT) TO SATISFY RESIDENCE ATTIC VENTILATION. NOTES: 1. CONTRACTOR TO VERIFY TRUSS SIZES, ROOF SLOPE AND QUANTITY PRIOR TO FABRICATION. 2. PROVIDE 2X6 TOP CHORD WHERE NOTCHED FOR OUTLOOKERS AT GABLE END TRUSSES. 3. WEB CONFIGURATION SHOWN IS SCHEMATIC. ACTUAL CONFIGURATION IS PER MANUFACTURER. PLAN LEGEND (E) 2X4 BEARING WALLS BELOW (R) 2X4 BEARING WALLS BELOW (E) NON BEARING WALLS BELOW — — — — — — — (E)4xBEAMS (R) 2X OVERFRAMING GE GABLE END TRUSS GT GIRDER TRUSS CONNECT JOIST HANGERS USING FASTENER DIAMETER, LENGTH, & QUANTITY PER MANUFCTURER'S RECOMMENDATIONS KEY NOTES U(N) PREFABRICATED TRUSSES @ 24" OC. SEE TRUSS NOTES ON SHEET S0.1 FOR FABRICATION REQUIREMENTS. 2O1 2 (N) 15/32" ROOF SHEATHING PER S0.2 & S0.2 O (E) EXISTING FRAMING TO REMAIN; CONTRACTOR OPTION TO REPLACE LIKE -KIND O 4 4 (E) GABLE END TRUSS END S4.1 _.m O ry W ry w TT V/ w - w C� 2�0 E o z o wcnm� m . rn o Y J o Lu N _0 0cooU)CV y�o�ws pE WASyj I 306955,�G�,�� BRA �SS�ONALENC'` 3ll/Z3 z W Q U Co zoo N � WU)00 ono IO U) U) Q Z W — U)00 C/) Q � �o �/ W N z m 0N0 O � ��� L.L Q o0 0 0 = W 0 0 ry RECEIVED Mar 13 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U (V O a) N a cn c O U) Vl Q Z 0 n NW I..V DATE 03/01 /2023 DRAWN KBM JOB NO C31351002.00 SHEET S2.2 O N O7 I O O N O O L0 m M U I ry w m Q U_ 0 N O N w ry 0 CD c+M E m 0) 15 O CD 0 a U 'o O N O O Lo m cM U m M O U U 0 0 m rail a NOTE: 1. SEE 3 ON S0.2 FOR CONNECTION DETAILS NOT SHOWN. (E) WALL ASSEMBLY (E) FLOOR CUT CRIPPLE STUD, TYP RELOCATE WINDOW SILL PL ASSEMBLY (E) FOUNDATION (N) 1/2" GYP WALLBOARD v --------- GARAGE +I (E) FOUNDATION CRAWLSPACE 7 S4.1 FIRE ASSEMBLY WALL SECTION BETWEEN HOME AND 5 GARAGE LOWER (E) WALL FRMG PER PLAN SILL DETAIL WINDOW 3/4" = V-0" 3/4" = 1'-0"/_ — BN OVERFRAMING (N) ROOF — (R) ROOF SHEATHING PER PLANG PER PLAN — (R) ROOF SHEATHING (R) TRUSS PER PER PLAN / (N) 2x4 VENTED BLKG TO TOP PLAN / PL, TYP BTWN EA TRUSS BN (N) BN BN (N) 2x4 @ 24" OC W/ (2)-16d EA END (N) 2X BLOCKING (N) VENTED (N) TRUSS 'B' PROFILE I (N) H1 @ SOFFIT (N) A35 W/SD #9 o I EACH TRUSS @ 48" OC o DBL TOP PL (R) SP AS OCCURS 2x4 BLKG (R) CEILING (N) A35 W/SD #9 @ 48" OC 77 PER PLAN ASSEMBLY (E) WALL ASSEMBLY SPAS OCCURS I (E) WALL ASSEMBLY (R) 1/2" GYP WALLBOARD (E) WALL ASSEMBLY (N) 1/2" GYP WALLBOARD g TRUSS (@_ EXT WALL W/SOFFIT 2 HOME -TO -GARAGE TRANSITION 3/4" = 1'-01, 3/4" = 1'-0" (N) ROOF — BN SHEATHING PER PLAN (R) ROOF SHEATHING (N) TRUSS 'A' PER PLAN PROFILE' J Q BN BN > O 0 (N) 2X BLOCKING w 0 (N) TRUSS 'BPROFILE z (N) A35 W/SD #9 ~ lu @ 48" OC J _ FASTENING TO m ILL U MATCH EXISTING 0 � LL (E) SHEATHING w w(E) CRIPPLE STUD w X (R) CEILING w J ASSEMBLY (R) SP AS OCCURS — (R) 1/2" GYP WALLBOARD (E) WALL (N) 1/2" GYP WALLBOARD ASSEMBLY 7 LOWER WINDOW SILL DETAIL 3 HOME -TO -GARAGE TRANSITION 3/4" = V-0" 3/4" = V-0" (N) 2x4 OUTLOOKERS @ 24" OC, NOTCH TRUSS DESIGNER: PROVIDE 2x6 TOP CHORD GABLE END TRUSS WHERE APPLICABLE PER PLAN OR LARGER AT GABLE END TRUSS WITH (N) 2x4 BLKG @ BRACES OUTLOOKERS W/BN (N) ROOF SHTG PER PLAN (4)-16d \ BN (2)-16d EA CONTACT (N) 2x6 FASCIA (N) 2x4 I (R) 2x4 BLKG @ 48" OC, W/ BN STRONGBACK W/ (2)-16d TO EACH 1 BRACE, PLACE AT 6-0" MAX OC 1 (N) GABLE END TRUSS W/DIALS ALONG BRACES TO TRANSFER DRAG FORCE (PER PLAN) FROM SHEATHING TO WALL PLATE (N) 2x4 GABLE END LTP5 @ 48" OC BRACES @ 8'-0" OC (N) GBC @ EA BRACE (E) WALL FRAMING (N) A34 W/ SD #9 @ 48" OC SP AS OCCURS 4 GABLE TRUSS TO EXT WALL _.m O o ^� w � W m TT V, w m w 0 ��z E o z OO wm00 Do 2 m O Y J ` Q Na)rn Lu N _0 0Oco(nN tillh�;°Rw8 �OV WASyj 306955,�G�,�� BRA �SS�ONA L 3ll/23 V W J U Q Z N o W (n 00 W Q v, U) W J = V) 00 v' I..L - 0 LLJ N z m 00 O �C� U 00 0 T< ...L W U RECEIVED Mar 13 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U H a) a) a` can c O U) z O _\) W m DATE 03/01 /2023 DRAWN KBM JOB NO C31351002.00 SHEET S4.1