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APPPROVED RESUB1 BLD2022-0709+Architectural_Plan+8.24.2022_12.21.26_PM+3070174ABBREVIATIONS 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 REINFORCE/ING/MENT/D BN BOUNDARY NAILING HWS HEADED WELDED STUD (R) REPLACE BRCG BRACING HDR HEADER RE READ 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 THRD 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 LION UNLESS OTHERWISE NOTED MIN MINIMUM VERT VERTICAL EA EACH NA NEUTRAL AXIS EF EACH FACE (N) NEW WT WEIGHT EW EACH WAY NC NO CAMBER WWF WELDED WIRE FABRIC E.O._ EDGE OF NOM NOMINAL W/ WITH ELEC ELECTRIC/AL NTS NOTSCALE WS WOOD SCREW ELEV ELEVATION # NUMBER/POUNDS R/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: DETAIL & ELEVATION CALLOUT: DISCIPLINE DESIGNATION \ S0.2 , DRAWING TYPE DESIGNATION S2.2 Z S0.1 SHEET NUMBER BEYOND ZERO MISCELLANEOUS SYMBOLS: ' INDICATES THAT DETAIL 1 WILL BE FOUND ON SHEET S0.3 SECTION OR ELEVATION INDICATING THAT DETAIL 1 WILL BE FOUND ON SHEET 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 BLOCKING IN SECTION. ® INDICATES METAL \\� \ INDICATES UNDISTURBED EARTH INDICATES SAND OR GROUT (STUCCO FINISH @ ELEVATIONS) INDICATES COMPACTED EARTH P e d INDICATES NEW CONCRETE oDa INDICATES GRAVEL/ AGGREGATE BASE 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 75 CL m D A E B F C BUILDING SECTIONS AND WALL FRAMING ELEVATIONS PLUM TREE PLAZA FIRE DAMAGE REPAIR GENERAL NOTES DESIGN PROFESSIONAL INFORMATION 1. ALL NEW WORK SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE 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. 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 BUILDING CODE (IBC) 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 SACRAMENTO OFFICE- 428 J STREET SUITE 500 SACRAMENTO, CA 95814 (916) 418-9100 OAKLAND OFFICE: 1300 CLAY STREET 9TH FLOOR OAKLAND, CA 94612 (510) 272-9040 ARCHITECTURAL 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 OCCUPANCY CLASSIFICATION CONSTRUCTION TYPE CLIMATE ZONE STRUCTURAL SEATTLE OFFICE- 600 UNIVERSITY STREET SUITE 720 SEATTLE, WA 98101 (206) 262-9240 SAN DIEGO OFFICE:00 225 BROADWAY n SUITE 1325 SAN DIEGO, CA 92101 (619) 515-0299 �arance GROUP B TYPE III-B (NON-SPRINKLERED) 4C Swedish Edmonds Campus (DDic/k's/Drive-In WinCo Foods® T Pew 7 220th St SW Boiling Point 220tn St SW 22315 Hwy 99, Edmonds, WA 98026 D eD Yua Ramen PROJECT LOCATION 228tn St SW v� 229tn St SW < �. e � o o, o� D WhirlyBall9 R � o =r v LOCATION MAP NORTH PROJECT INFORMATION 1. DEAD LOADS: A. ROOF 15PSF PROPERTY ADDRESS BUILDING OWNER B. CEILING 10 PSF 22315 HIGHWAY 99, CAPITAL EQUITY FUND LLC 2. LIVE LOADS: EDMONDS, WA 98026 22315 HIGHWAY 99, A. ROOF 20 PSF (REDUCIBLE) A.P.N. 270429-003-027-00 EDMONDS, WA 98026 3. DESIGN BUILDING INFORMATION LOT COVERAGE A. A. BASIC W BASIC WIND SPEED (VUic) 97 MPH (USD) B. RISK CATEGORY II C. D. EXPOSURE CATEGORY INTERNAL PRESSURE COEFF (GCP;) B ±0.18 EXISTING FIRST FLOOR AREA = 19,379 SQ FT - LOT AREA - 74,488 SQ FT E. WALL COMPONENTS & CLADDING +10 PSF/-13 PSF (Z4)/-16 PSF (Z5) TOTAL BUILDING AREA = 19,379 SQ FT F. ROOF COMPONENTS & CLADDING +10 PSF/-14 PSF (Z2)/-22 PSF (Z3) 4. SEISMIC DESIGN CRITERIA: A. OCCUPANCY RISK CATEGORY II B. C. IMPORTANCE FACTOR (Is) SEISMIC DESIGN CATEGORY 1.0 D SCOPE OF WORK D. SITE CLASS D (DEFAULT) E. Ss = 1.279g S1 = 0.450g SDs = 1.023g SDI = N/A 1. BUILDING DESCRIPTION: F. ORDINARY PRECAST SHEAR WALLS (R = 3) A. THE STRUCTURE IS A ONE-STORY COMMERCIAL BUILDING CONSTRUCTED IN 1987. THE BUILDING G. BASE SHEAR (V) = (Cs)W = 0.284W (USD) CURRENTLY HAS 14 TENANT SPACES. THE STRUCTURE IS L-SHAPED IN PLAN. THE LONG LEG IS H. ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE APPROXIMATELY 264 FEET LONG BY 55 FEET WIDE AND IS ORIENTED NORTH -SOUTH LENGTHWISE. THE SHORT LEG IS APPROXIMATELY 148 FEET LONG BY 64 FEET WIDE. 5. SNOW LOADS: B. THE FOUNDATION IS COMPRISED OF A CONCRETE SLAB ON GRADE WITH CONTINUOUS WALL A. ROOF SNOW 25 PSF FOOTINGS. C. THE WALL FRAMING IS COMPRISED OF 7" CONCRETE TILT UP PANELS ALONG THE PERIMETER AND AT A FEW INTERIOR LOCATIONS. THE WALL FRAMING BETWEEN TENANT SPACES IS GENERALLY COMPRISED OF 2X6 STUDS AT 16 INCHES ON CENTER WITH GYPSUM BOARD ON EACH SIDE. D. THE ROOF FRAMING IS COMPRISED OF A PANELIZED WOOD ROOF SYSTEM AND IS SHEATHED WITH PLYWOOD. 2. DAMAGE DESCRIPTION: A. THE BUILDING EXPERIENCED AFIRE, DAMAGING THE ROOF FRAMING AND SHEATHING ABOVE APPROXIMATELY 5 OF 14 TENANT SPACES. 3. PROJECT SCOPE: A. REMOVE AND REPLACE DAMAGED ROOF SHEATHING, WOOD FRAMING, AND GLULAM BEAMS BETWEEN GRIDLINES G & L AND GRIDLINES 5 & 7 PER PLAN. REMOVE AND REPLACE BEAM HANGERS AS NECESSARY. B. CLEAN AND REPRIME EXISTING GLULAM BEAM-TO-HSS COLUMN AND GLULAM BEAM -TO - CONCRETE WALL CONNECTIONS BEFORE REPLACING BEAMS. C. SALVAGE EXISTING DIAPHRAGM TIES AND REATTACH TO NEW ROOF SHEATHING. D. REPLACE LEDGER BEAMS AT EXISTING CONCRETE WALLS PER PLAN. REUSE EXISTING ANCHOR BOLTS TO ATTACH THE NEW LEDGER BEAMS. E. REPLACE FURRING ON THE INSIDE FACE OF PERIMETER WALLS AS NECESSARY. F. THIS REPAIR USES LIKE -KIND MATERIALS TO REPAIR THE DAMAGED COMPONENTS. G. THE OCCUPANCY OF THE BUILDING IS UNCHANGED. H. THE EXISTING FOOTPRINT AND UTILITIES REMAIN UNCHANGED. City Of Edmonds Building Department ------------ Work ROOF STRUCTURE ----------------------------------------------- ----------------------------------------------- Address 22315 HIGHWAY 99 Owner PLUM TREE PLAZA ----------------- ------------------------------- Approved Date:: 08/26/2022 L- ---------------- - Building Official Erl & Carte-r - ------------------------------ ----------- ------------------------ Permit Number BLD2022-0709 ----------------------------------- SHEET INDEX A0.1 LOCATION MAP & GENERAL NOTES A0.2 SITE PLAN A1.1 OVERALL FLOOR PLAN A3.1 PHOTO ELEVATIONS A3.2 SECTIONS S0.1 STANDARD STRUCTURAL NOTES S0.2 STANDARD STRUCTURAL DETAILS S2.2 PARTIAL ROOF FRAMING PLAN S4.1 STRUCTURAL DETAILS W CD Q w J oN LU CD CD� w 0 4� w wU) p� N w z U) E z�00 . Lu Q w mL CD LLJ N N Q Y � J o z z g LJJDHN o w6w`� 3 Q 060cnN Li �.lDRE IV fir, L r r �'C�, 30695 �RALE�G f sS�ovA�E���' V ) W O z N CD00 W W LLJ = (D LW / V V ) 06 2 L0 Z 0 J N G N 0 W z O U O J RESUB Aug 24 2022 CITY OF EDMONDS .r DEVELOPMENT SERVICES DEPARTMENT N F_ N a 0 cn c 0 CL L U W z O W - M 0 DATE 5/31 /2022 DRAWN MMS JOB NO C2B51010.00 SHEET AO.1 0- I%Jvw"W r%I n LD iL SITE PLAN 1 " = 30'-0" KEY NOTES 101 - (E) BUILDING 102 - (E) PARKING LOT 103 -(E)ALLEY 104 - APPROXIMATE LOCATION OF PROPERTY LINES 105 - 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. w O Q w Zc o� Zc W 0 w �N 0 LL1 Lu U) W N wU) o Zoo o Q z >- 00 o W cn < 0 ID Ll m��� c� W N Q °>Lu°' o zZ(D -0 W D H N o z � CO U)�N Q �.1DRE IV fir, L r 30695 �RALE�G f sS�ovA�E���' Nrno N 00 W J = W � =p W � Loz O Co J N 0 W RESUB Aug 24 2022 CITY OF EDMONDS .r DEVELOPMENT SERVICES DEPARTMENT F- C) � � L a cn c 0 n L U U) U) (1) z 0 O U) w — m 0 DATE 5/31 /2022 DRAWN MMS JOB NO C2B51010.00 SHEET AO.2 WASHINGTON STATE ENERGY CODE REQUIREMENTS COMPONENT MIN REQUIREMENT ATTIC INSULATION R-38 (SEE NOTE 5) 0 WALL INSULATION R-21 WINDOWS 0.30 MAX U-FACTOR PLAN LEGEND _ (E) CONC WALL _ (E) WOOD STUD WALL - _ (R) 2X6 STUD WALL (R) ROOF SHEATHING ABOVE PER DETAIL 4/S4.1 --��-- = OUTLINE OF EXISTING TENANT SPACE SHEET NOTES 1. REPLACE THE BUILDING'S FINISH ROOFING IN LIKE KIND. 2. REPLACE INTERIOR FINISHES AND INSULATION AS REQUIRED. MATCH EXIST. 3. REPLACE DOORS PER PLAN. 4. REPLACE WINDOWS PER PLAN. LOCATE INSULATION AT LAY -IN CEILING. MATCH EXIST. A B C D E F G H I J K M N 264'-0" T 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 24'-0" 1 OVERALL FLOOR PLAN 3/32" = 1'-0" CN LD LL I Eo N A o 0 w 00 A3.1 `4 0 0 N O 0 N 0 0 N in 7 _w no ElE E§Kl U© 1 w O w J _ N CD CDw N 0 w W N wU) o Zoo E o z>-�^ Q o w L: < �2 CO U) " ID Z iJl J c� w N Q °>LU°' o Z Z co -0 w D H N O U C-3 co z 0CD(!)�N z cn p4DRE [{r8 lit fir, L r r �'C�, 30695 r'� ' �RALE�G , f sS�ovALE���' Z Arno � N Q 00 ry (:7) �aQ 0 Lu 0 W Cq J —0 LL ~ Z J ce) Q N 0 w LL] 0 RESUB Aug 24 2022 CITY OF EDMONDS .r DEVELOPMENT SERVICES DEPARTMENT F_ N O (1) a cn (Cf N N O O N c ti U O E Z °u; 0 _ �U O � � N W U N O N N Q N 00 a DATE 5/31 /2022 DRAWN MMS JOB NO C21351010.00 SHEET A1.1 I [; 1 NORTH ELEVATION '\� N.T.S. I '_Wow vl._�- r-n-) WEST ELEVATION \�_� N.T.S. �� r ('A) SOUTH ELEVATION N.T.S. (_R) EAST ELEVATION \,—,/ N.T.S. ELEVATION KEY NOTES U(R) STOREFRONT DOOR, MATCH EXIST 20 (R) STOREFRONT WINDOW, MATCH EXIST O (R) METAL CORE EXTERIOR DOOR GENERAL ELEVATION NOTES 1. WEATHERPROOF THE EXTERIOR IN COMPLIANCE WITH IBC SECTION 1403.2. 2. EXTERIOR DOOR AND WINDOWS SHALL COMPLY WITH IBC 1404.13. 3. LOW -SLOPE ROOFING FINISH SHALL COMPLY W/ IBC SECTION 1507. THE ROOF SHALL HAVE A DESIGN SLOPE OF NOT LESS THAN ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL FOR DRAINAGE. W O Q w J oN W 0 w V �N 0 ~ W „z � W N W _ mew:� zoo E o W Q Z>_�� o W 0 Q I ' m 0. c� W N Q °>Lu - 0) OJ Z Z � W H N o W CDW z C)(OU)NN Q z r r GCS, _30695 Cn c0 Z Quo 0 N - 00 i W = W W ry � V) J �Z00 W LO "-0 Z 0 c C CN 0 0 W = n RESUB Aug 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES U DEPARTMENT F— a` U) c O Q L U ^ U) V J (1) Z 0 0 V\_J �w I..L 4- m 0 DATE 5/31 /2022 DRAWN MMS JOB NO C2B51010.00 SHEET All ,."`xMA (E) 4X6 PLATE (E) 6.5" CONCF WALL PANEL SHORE TOWE FRAMING AS F WHEN REPLAI DAMAGED BE (:: D TOWER SECTION 1 /4" = 1'-01, LL Q VALL. ) )WER MING AS ) WHEN G BEAMS ) ROOF SHEATHING :R PLAN (R) 2X PER PLAN 0 KFY NnTF.q (R) LAYER OF 5/8" TYPE X GYPSUM WALL BOARD APPLIED AT RIGHT ANGLES TO WALL FRAMING. FASTEN TO (E) 2x6 WOOD STUDS @ 16" OC WITH TYPE W DRYWALL SCREWS 12" OC. 20 (E) 2X6 STUDS @ 16" OC O(R) R-21 WALL INSULATION (R) LAYER OF 5/8" TYPE X GYPSUM WALL BOARD APPLIED AT RIGHT ANGLES TO WALL FRAMING. FASTEN TO (E) 2x6 WOOD STUDS @ 16" OC WITH 1 1/4" TYPE W DRYWALL SCREWS @ 12" OC. IRE DAMAGED UNIT ADJACENT UNIT 1-HOUR FIRE WALL ASSEMBLY REFERENCE: GA FILE NO. WP 3614 1-HOUR RATED FIRE ASSEMBLY ill = 1'-01, DRAFT STOP 5/8" TYPE X G (E) OR (R) ROOF PURLINS PER PLAT (E) 2x6 TOP PLATE WALL ASSEMBLY PER 2/- FIRE RATED WALL SECTION 3/4" = 1'-01, (E) OR (R) ROOF PURLINS PER PLAN ) 5/8" GYP BD WALL ASSEMBLY PER 2/- (E) SLAB FIRE RATED WALL ASSEMBLY NOTES 1. NAILS SHALL COMPLY WITH ASTM F 547 OR ASTM C 514. OTHER NAILS, SUITABLE FOR THE INTENDED USE, AND HAVING DIMENSIONS NOT LESS THAN THOSE SPECIFIED IN THE FIRE - RESISTANCE RATED ASSEMBLY DETAILS, SHALL BE PERMITTED AS SUBSTITUTIONS. 2. SCREWS MEETING ASTM C 1002 SHALL BE PERMITTED TO BE SUBSTITUTED FOR THE PRESCRIBED NAILS, ONE FOR ONE, WHEN THE LENGTH AND HEAD DIAMETER OF THE SCREWS EQUAL OR EXCEED THOSE OF THE NAILS SPECIFIED IN THE TESTED SYSTEM AND THE SCREW SPACING DOES NOT EXCEED THE SPACING SPECIFIED FOR THE NAILS IN THE TESTED SYSTEM. 3. FASTENERS INSTALLED ALONG THE EDGES OF GYPSUM BOARD SHALL BE PLACED ALONG THE PAPER BOUND EDGES ON THE LONG DIMENSION OF THE BOARD. FASTENERS AT THE END SHALL BE PLACED ALONG MILL OR FIELD CUT ENDS ON THE SHORT DIMENSION. FASTENERS ON THE PERIMETER OF THE BOARD SHALL BE PLACED ALONG BOTH EDGES AND ENDS. INDICATED FASTENER SPACINGS ARE MAXIMUMS. 4. UNLESS OTHERWISE SPECIFIED, THE FACE LAYERS OF ALL SYSTEMS, EXCEPT THOSE WITH PREDECORATED OR METAL COVERED SURFACES OR EXTERIOR GYPSUM SHEATHING PANELS, SHALL HAVE JOINTS TAPED (MINIMUM LEVEL 1 AS SPECIFIED IN GA-214, "RECOMMENDED LEVELS OF GYPSUM BOARD FINISH") AND FASTENER HEADS TREATED. LEVEL 1 TAPING IS DEFINED AS "ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE SET IN JOINT COMPOUND. SURFACE SHALL BE FREE OF EXCESS JOINT COMPOUND. TOOL MARKS AND RIDGES ARE ACCEPTABLE." BASE LAYERS IN MUTI-LAYER SYSTEMS SHALL NOT BE REQUIRED TO HAVE JOINTS OR FASTENERS TAPED OR COVERED WITH JOINT COMPOUND. 5. UNLESS OTHERWISE STATED IN THE DETAILED DESCRIPTION OF THE INDIVIDUAL SYSTEM, JOINTS SHALL BE STAGGERED AS FOLLOWS: A. HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF A PARTITION IN SINGLE -LAYER APPLICATIONS SHALL BE STAGGERED NOT LESS THAN 12 INCHES. B. HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS ON THE SAME SIDE OF A PARTITION IN MULTI -LAYER APPLICATIONS SHALL BE STAGGERED NOT LESS THAN 12 INCHES. C. VERTICAL JOINTS ON OPPOSITE SIDES OF A PARTITION IN SINGLE LAYER APPLICATIONS SHALL NOT OCCUR ON THE SAME STUD. 6. WHEN A FIRE -RESISTANCE RATED PARTITION EXTENDS ABOVE THE CEILING, THE GYPSUM BOARD JOINTS OCCURRING ABOVE THE CEILING NEED NOT BE TAPED AND FASTENERS NEED NOT BE COVERED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET. A. THE CEILING IS PART OF A FIRE -RESISTANCE RATED FLOOR -CEILING OR ROOF -CEILING SYSTEM B. ALL VERTICAL JOINTS OCCUR OVER FRAMING MEMBERS C. HORIZONTAL JOINTS ARE EITHER STAGGERED 24" OC ON OPPOSITE SIDES OF THE PARTITION, OR ARE COVERED WITH STRIPS OF GYPSUM BOARD NOT LESS THAN 6" WIDE; OR THE PARTITION IS A TWO -LAYER SYSTEM WITH JOINTS STAGGERED 16" OR 24" OC; AND D. THE PARTITION IS NOT PART OF A SMOKE OR SOUND CONTROL SYSTEM. E. WHERE JOINT TREATMENT IS DISCONTINUED AT OR JUST ABOVE THE CEILING LINE, THE VERTICAL JOINT SHALL BE CROSS TAPED AT THIS LOCATION TO REDUCE THE POSSIBILITY OF JOINT CRACKING. 7. METALLIC OUTLET BOXES SHALL BE PERMITTED TO BE INSTALLED IN WOOD AND STEEL STUD WALLS OR PARTITIONS HAVING GYPSUM BOARD FACINGS AND CLASSIFIED AS TWO HOURS OR LESS. THE SURFACE AREA OF INDIVIDUAL BOXES SHALL NOT EXCEED 16 SQUARE INCHES. THE AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES IN ANY 100 SQUARE FEET. BOXES LOCATED ON OPPOSITE SIDES OF WALL OR PARTITIONS SHALL BE IN SEPARATE STUD CAVITIES AND SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. APPROVED NONMETALLIC OUTLET BOXES SHALL BE PERMITTED AS ALLOWED BY LOCAL CODE. 8. WATER-RESISTANT GYPSUM BOARD SHALL BE INSTALLED OVER OR AS PART OF THE FIRE - RESISTANCE RATED SYSTEM IN AREAS TO RECEIVE CERAMIC OR PLASTIC WALL TILE OR PLASTIC FINISHED WALL PANELS. WHEN FIRE OR SOUND RATINGS ARE NECESSARY, THE GYPSUM BOARD REQUIRED FOR THE RATING SHALL EXTEND DOWN TO THE FLOOR BEHIND FIXTURES SO THAT THE CONSTRUCTION WILL EQUAL THAT OF THE TESTED SYSTEM. NOTE: THE USE OF WATER-RESISTANT GYPSUM BACKING BOARD AS A BASE FOR TILE IN WET AREAS IS REGULATED BY LOCAL CODES. CONSULT LOCAL BUILDING CODES FOR REQUIREMENTS. 9. WHEN NOT SPECIFIED AS A COMPONENT OF A FIRE TESTED WALL OR PARTITION SYSTEM, MINERAL FIBER, GLASS FIBER, OR CELLULOSE FIBER INSULATION OF A THICKNESS NOT EXCEEDING THAT OF THE STUD DEPTH SHALL BE PERMITTED TO BE ADDED WITHIN THE STUD CAVITY. 10. ANY FIRE -RESISTANCE RATED SYSTEM CONTAINING BATT OR BLANKET INSULATION, THE INSULATION SHALL BE EITHER MINERAL OR GLASS FIBER AND, FOR FIRE RESISTANCE. THE FIRE -RESISTANCE RATED SYSTEM SHALL BE BUILT USING THE TYPE SPECIFIED. FIRESTOPPING DETAILS SHOWN ARE NOT REPRESENTATIVE OF ALL CONDITIONS ON THIS PROJECT. THE DETAILS SHOWN DESCRIBE THE LEVEL OF QUALITY AND STANDARDIZED APPROACH TO FIRESTOPPING. CONSTRUCT SIMILAR FIRESTOPPING SYSTEMS AT SIMILAR SITUATIONS AND AS PRESCRIBED BY THE FIRESTOPPING SYSTEM MANUFACTURER W O Q w zc zc LU 0 oN LJJ O CN ~ w Lz U) W N � w o ZU)o o W z >_ 00 Q o w 1--- _6 Q> 75 LJ m E c� W N Q °>Lu°' Z o Z CN 70 w H N o (D z 0C U)NN Q Li �.1DRE IV fir, L r 30695 f sS�ov�LE���' N MCD 00 0 ` W=� 0 L.L =o U Lo z W G Cv) 2i J cq N 0 W RESUB Aug 24 2022 CITY OF EDMONDS .r DEVELOPMENT SERVICES DEPARTMENT F_ N O � L a U) c 0 0_ U U) U z� _0 U) w N DATE 5/31 /2022 DRAWN MMS JOB NO C2B51010.00 SHEET A3.2 STRUCTURAL STEEL NOTES: 1. FABRICATION, ERECTION AND MATERIALS SHALL CONFORM TO THE AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL AND THE 2018 IBC. 2. STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE FOLLOWING: A. ALL "S", "M" & "HP" SHAPES, CHANNELS, ANGLES BARS & PLATES.........................................ASTM A36F = 36 KSI) ) B. HOLLOW STRUCTURAL SHAPES: ALL RECTANGULAR & SQUARE TUBING.................ASTM A500, GR B (Fy= 46 KSI) ALL ROUND TUBING..................................................ASTM A500, GR B (Fy= 42 KSI) C. BOLTS...........................................................................ASTM A307, GRADE A 3. WELDING PROCESSES IN ACCORDANCE WITH THE "AWS", SHALL BE LIMITED TO SHIELDED METAL ARC WELDING, FLUX CORE ARC WELDING, FLUX CORE ARC WELDING, AND GAS METAL ARC WELDING (SHORT CIRCUITING TRANSFER NOT PERMITTED), EXCEPT SUBMERGED METAL ARC WELDING MAY BE USED FOR SHOP WELDING. A. ALL WELDING SHALL BE PERFORMED BY OPERATORS WHO ARE QUALIFIED AS PRESCRIBED IN "QUALIFICATION PROCEDURE" OF AWS D1.1. WELDING SHALL BE PERFORMED ONLY UNDER FIRE MARSHALL PERMIT AS REQUIRED BY LOCAL JURISDICTION. B. MAKE ALL BUTT WELDS COMPLETE PENETRATION WELDS. ALL EXPOSED BUTT WELDS SHALL BE GROUND SMOOTH. COMPLETE PENETRATION GROOVE WELDS MADE WITH USE OF STEEL BACKING BARS SHALL HAVE WELD METAL THOROUGHLY FUSED WITH BACKING BAR. BACKING BAR SHALL BE CONTINUOUS FOR FULL LENGTH OF WELD. THESE BARS SHALL BE REMOVED. WELD SHALL BE BACK GOUGED AND WELD REPLACED IN SUFFICIENT QUANTITY TO OBTAIN SMOOTH CONTOUR. GROOVE WELDS SHALL BE MADE WITH "STRINGER PASSES" ONLY - "WASH PASSES" WILL NOT BE ALLOWED. C. FILLET WELDS TERMINATING AT ENDS OR SIDES SHALL BE RETURNED CONTINUOUSLY FOR DISTANCE AT LEAST TWICE THE NOMINAL SIZE OF WELD (END RETURNS). WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS, SUFFICIENT TO TRANSMIT REQUIRED FORCES, USING MINIMUM FILLET AS SPECIFIED BY AWS D1.1. D. ELECTRODES SHALL BE APPLICABLE TYPES & CLASSES FOR PREQUALIFIED JOINTS: FCAW FILLER METAL WIRE SHALL BE LIMITED TO 5/64" DIAMETER MAX, & SMAW WELDING ELECTRODES SHALL BE LIMITED TO 5/32" DIAMETER MAX. WELD BEADS SHALL NOT EXCEED 1/2" IN WIDTH, WEAVE BEADS PROHIBITED. 4. PLACE 1 1/2"± NON -SHRINK GROUT/DRYPACK UNDER ALL BASE PLATES BEFORE ADDING VERTICAL LOAD, LION. 5. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. MAINTAIN STRUCTURAL STABILITY OF FRAME DURING ERECTION. PROVIDE TEMPORARY BRACING WHERE NECESSARY TO MAINTAIN FRAME STABILITY AND TO SUPPORT REQUIRED LOADS, INCLUDING EQUIPMENT AND ITS OPERATION. THE STEEL ERECTOR SHALL HAVE NOT LESS THAN 5 YEARS CONTINUOUS EXPERIENCE IN THE ERECTION OF STRUCTURAL STEEL. 6. HOLES FOR UNFINISHED BOLTS OR RIVETS SHALL BE OF THE SAME NOMINAL DIAMETER AS THE BOLT OR RIVET PLUS 1/16". 7. HOLES FOR ANCHOR BOLTS IN COLUMN BASE PLATES SHALL BE OF THE SAME NOMINAL DIAMETER AS THE BOLT PLUS 5/16". PROVIDE 1/2"X3"X3" PLATE WASHERS ABOVE THE BASE PLATE. 8. USE STANDARD AISC GAGE AND PITCH FOR BOLTS EXCEPT AS OTHERWISE NOTED. 9. WRAP STRUCTURAL STEEL EMBEDDED IN CONCRETE WITH 6X6-WWF. DO NOT PAINT THE EMBEDDED AREAS. PROVIDE 3" MINIMUM CONCRETE COVERAGE ON ALL STEEL BELOW GRADE. 10. HIGH STRENGTH BOLTS SHALL BE 3/4"0 A325-N TYP @ STEEL TO STEEL CONNECTIONS, LION. 11. AB'S @ ALL OTHER STEEL COLUMNS ARE TO BE 3/4"OX18" LONG A307 HEADED BOLTS, LION. SEE SPECIFICATIONS. 12. COMPOSITE METAL DECKING AND ALL BEAMS AND GIRDERS SHALL REMAIN SHORED DURING AND AFTER THE PLACING OF CONCRETE FILL LION. 13. SHOP PRIME ALL STRUCTURAL STEEL WITH ONE COAT, EXCEPT: A. STEEL TO BE ENCASED IN CONCRETE, B. SURFACES TO BE FIELD -WELDED (KEEP PAINT MIN 2" AWAY), C. CONTACT SURFACES TO BE HIGH STRENGTH BOLTED (KEEP PAINT MIN 2" AWAY). 14. EXCEPT AT BRACED FRAME COLUMNS, DRILL THROUGH STEEL COLUMNS AND BEAMS TO PASS CONTINUOUS REINFORCING (1" DIA MAX). 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, LION. • 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 IBC 1704.2.5.1. 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 IBC 2304.12. 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 IBC 2304.12. 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 "O). 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"0.131") 3 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS (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 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 ABUTTING STUDS AT INTERSECTING WALL CORNERS, FACE NAIL BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER 16d (3"0.131") @ 16" OC 8d (2 1/2"x0.131") @ 8" OC 9 16d (3"x0.131") @ 8" OC 8d (2 1 /2"x0.131 ") @ 8" OC 10 16d (3"0.131") @ 8" OC 11 CONTINUOUS HEADER TO STUD, TOE NAIL (4) 16d (3"0.131") (4) 8d (2 1/2"x0.131") 12 DOUBLE TOP PLATES, FACE NAIL 16d (3"x0.131") @ 12" OC DOUBLE TOP PLATES, MINIMUM 48-INCH OFFSET OF END JOINTS, 8d (2 1/2"x0.131") @ 8" OC 13 (16) 16d (3"0.131") 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"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"x0.131") (4) 16d (3"0.131") 18 STUD TO SOLE PLATE, TOE NAIL (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 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"0.131 ")6-8d (2 1/2"x0.131") 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 IBC TABLE 2304.10.1: 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 CEILING JOISTS TO PLATE, TOE NAIL CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS (3) 3"x0.131" 2 (3) 8d (2 1/2"x0.131"), OR (3) 3"x0.131" 3 (3) 16d (3 1/2"x0.162"), 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 (4) 3"x0.131" 3 10d 2 1/2 x0.148 OR 6 RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL (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"0.162") @ 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"0.162") @ 16" OC 16d (3 1/2"x0.135") @ 12" OC 11 CONTINUOUS HEADER TO STUD, TOE NAIL (4) 8d (2 1/2"0.131"), OR (4) 10d (3"0.128") 12 TOP PLATE TO TOP PLATE, FACE NAIL 16d (3 1/2"x0.162") @ 16" OC 3"0.131" @ 12" OC 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 3"4.131" @ 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"4.131" @ 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"0.162") (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"x0.131 ") @ 6" OC 31 x0.131 @ 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"0.162") (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 (3) 16d (3 1/2" x0.162") 28 BAND OR RIM JOIST TO JOIST, END NAIL (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"x0.131") @ 6" OC 8d (2 1/2"x0.131") @ 12" OC 33 19/32" TO 1" (EDGE NAILING/FIELD 8d (2 1/2"0.131") @ 6" OC ") 1 1/8" to 1 1/4" (EDGE NAILING/FIELD NAILING) 8d (2 1 /2"x0.131 @ 12" OC [34 10d (3"0.148") @ 6" OC 10d (3"0.148") @ 12" OC W O Q w zc oN zc LU 0 cLJ w 0 z o N CD 0 ~ W Lz U) W N wU) Z o �o U)- E o Q z >_ 00 o W < Q> CD 0 LJ c� W >Lu°' Q ° N o Z Z Co 70 W D H N o UCD 6 Q 11 --: r. y. r �'C 30695 �AL p S S /0. v W 0 z N�00 LLJ U (D �W/ L�L 7 LO �,r-- O Cn N 0 W z U) RESUB Aug 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES U DEPARTMENT F- C O i a � L cn c 0 n L U W U) (1) z 0 O U) w - m 0 DATE 5/31 /2022 DRAWN MMS JOB NO C21B51010.00 SHEET SO-1 i] E)!l\A/CC MAI T/l Tl117 Mi ATCC` AT (�� 1 WALL SHEATHING \1� LL THE MIN DIMENSION OF A PIECE OF WALL SHTG SHALL BE 12". USE PARTIAL LENGTH STAG PLYWD AS SHOWN SHEETS @ TOP OF WALL ONLY FN WITH FACE GRAIN PERP TO FRAMING BNB !,! I STAG PLYWD AS SHOWN W/ FACE GRAIN PERP TO FRAMING ALIGN HORIZ JOINTS ON ' SOLID STUD WIDTH BLKG o i WHERE SP SHEATHING OCCURS % S �� ON EA SIDE OF WALL, STAG VERT ROOF FRMG, TYP SHEET JOINTS ON DIFFERENT ' �� STUDS EA SIDE BLKG @WALL LINE BN TO PERIMETER OF ALL JOISTS, TYP NOTES: BN SHEETS & TO ALL VERT 1. ALL FLOOR SHEATHING TO BE 23/32" APA RATED STURD-I-FLOOR, 24" OC, 1. ALL ROOF SHEATHING TO B 5/8" CDX, 5 PLY MIN. PANEL INDEX 40/20. MEMBERS OF 4X OR GREATER EXPOSURE 1,TQNGUE-AND-GROOVE. �2. USE BN OF 1W@4"C @ALL PANEL EDGES, SHEAR WALLS, TI &BLKG. FN TO ALL INTERIOR WIDTH 2. GLUE -FASTENED INSTALLATION - USE ADHESIVE COMPLYING WITH APA BEARINGS W" OC ON ROOFS. SPECIFICATION AFG-01. USE SIMPSON STRONG -TIE QUICK DRIVE WSNTL 3. PLACE PANELS CONTINUOUS OVER TWO OR MORE SPANS AND PROVIDE 1/8" GAP AT ALL PANEL #8 FLAT HEAD SCREWS PER ICC-ES ESR-1472 (OR EQV.) W/ MINIMUM EDGES. FN TO ALL INTERIOR CONTACTS 1-1/4" PENETRATION INTO FRAMING MEMBER. BN OF 6" OC @ ALL PANEL 4. DO NOT BREAK ANY FACE PLYS W/NAIL HEADS. THE MIN EDGE DISTANCE FOR NAILS SHALL BE EDGES, SHEAR WALLS, TIES & BLKG. FN TO ALL INTERIOR BEARINGS @ 3/8" IN THE PLYWD & IN THE RECEIVING MEMBER. 12" OC. 5. ICBO ACCEPTED & APA RATED PERFORMANCE RATED SHEATHING PANELS MAY BE 3. PLACE PANELS CONTINUOUS OVER TWO OR MORE SPANS AND PROVIDE SUBSTITUTED FOR PLYWD. PANEL THICKNESS & SPAN RATING SHALL BE EQUAL TO THAT NOTED USE FULL SHEETS WHERE 1/8" GAP AT ALL PANEL ENDS. ON THESE PLANS. POSSIBLE 4. SET SCREW HEADS FLUSH WITH PLYWOOD SURFACE. THE MINIMUM EDGE AND END DISTANCE FOR SCREWS SHALL BE 3/8" IN THE PLYWD & ALIGN BOTTOM OF SP PANEL IN THE RECEIVING MEMBER. ROOF SHEATHING W/ BOTTOM OF MUD PLATE (OR 5. ICBO ACCEPTED & APA RATED PERFORMANCE RATED SHEATHING SOLE PLATE). CENTER BN ROW PANELS MAY BE SUBSTITUTED FOR PLYWD. PANEL THICKNESS & SPAN ON MUD PL CL RATING SHALL BE EQUAL TO THAT NOTED ON THESE PLANS. 5 1 CONVENTIONAL 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 (:: ) 7 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 3/4" BN SP STUD, JST, RAFTER, OR BLK SP JT 3/8" 3/8" BN �� BN SP r P 7 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/ 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, LION 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'-0" 8'-0" 2X4 2X6 2X4 DBL 2X4 (3) 2X4 2X6 4X6 DBL 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 w 0 J LU oco c� LJ� J N CD � 0 ~ W Lu U) W of N W _ zU)o E o z0^ > Qo W I__� W � CO J c� 0 W N N Q Y > rn J o Z Z H co-0 W H N o 0 z 000U)NN Q �.lDRE IV WA fir, L r 30695 4L- lRALE�G f sS�ovA�E���' V J W 0 J Q M N N M CDQ D W = U(D w � L.L V ) y Lo Z cq 2 J cq ENO W � z V RESUB Aug 24 2022 CITY OF EDMONDS .r DEVELOPMENT SERVICES DEPARTMENT F_ N o a` (1) U) cy d N N o N O c ti U O E z O O U) �U W U N O N N Q N 00 a DATE 5/31 /2022 DRAWN MMS JOB NO C21351010.00 SHEET SO.2 P. O N U) mI N n E E Z) d 0 I 0 0 _o Lo m N U D_ aD ry a) 0) m E 0 ii n3 N n 0 E D 0 0 0 0 Lo m N U 0 CD m LL w O w Zc Zc LU 0 oN LJJ �� 0 �w wU)� �w� v� N w a� oz�o E � Z >- 00 owe<�� m CD 0 U J c-5 W N Q °>LU°' co o Z Z (D -0 LU D N o (� z C, CO (!) �N Li z co �.lDRE IV A s/i/. . fir, L r 30695 �RALE�G f sS�ovALE���' Z Q J n QrnN Z NMCD fy W = � W �(D c/) L.L � = 0 O � LoZ 0 �,r--0 J N � N 0 W J Q ry Q n RESUB Aug 24 2022 CITY OF EDMONDS .r DEVELOPMENT SERVICES DEPARTMENT F- � a L cn cv d N N O N O c ti U O E Z °u; O U) �U W U N O N N Q N 00 a DATE 5/31 /2022 DRAWN MMS JOB NO C2B51010.00 SHEET S2.2 REUSE (E) DIAPHRAGM TIES (E) ANCHOR BOLT, VIF ANCHOR LOCATIONS (E) CONC WALL - PER PLAN BEAM HANGER DETAIL 1 1/2" = 1'-0" 2 iL (R) SHEATHING MATCH PER PLAN 12 EXIST 1 1/4 (R) 2x PER PLAN (R) JOIST HANGER PER SCHEDULE ON 5/- (R) 4x PT LEDGER PER PLAN. REUSE EXISTING BOLTS. CANT STRIP & METAL CAP FLASHING BY OTHERS (R) 4x8 PT PLATE RIPPED TO 6 1/2" REUSE EXISTING BOLTS. (E) ANCHOR BOLT MATCH EXIST 12 1/2 BEAM HANGER DETAIL 1 1/2" = 1'-0" (R) SHEATHING PER PLAN (R) 2x PER PLAN (R) JOIST HANGER PER SCHEDULE ON 5/- (E) CONC WALL PER PLAN (R) LEDGER OR (N) LVL PER PLAN (R) JOIST PER PLAN (R) HANGER TO SAWN LUMBER (N) LVL PER PLAN /n\ ! l III ARA TO GLULAM BEAM HANGER SCHEDULE SUPPORTED MEMBER SUPPORTED TYPE HANGER COMMENT 2x JOIST SOLID SAWN OR LVL LB26 2x JOIST CONCRETE WALL LB26 LVL BEAM GLB BA3.56/14 (16) 6d NAILS MIN AT FASTENER GLB GLB HGUS6.88/12 GLB CONCRETE WALL EXISTING JOIST HANGER 1 1/2" = 1'-0" (E) 4-SIDED BUCKET CONNECTION, SEE A— !`I IoD oCo 1 TQ41] CA CinE: CA C"In nE NOTE 1 LVL PER PLAN CURB DETAIL 1 1/2" = 1'-0" (E) GLULAM PLAN, CUT f TO EAST FA (E) HSS POE SHOWN ANC HSS (E) POST PER PLAN (E) STEEL BASE — PLATE (E) FOOTING NNECTION f BOTTOM =E NOTE 3 1/4 LLH, Ivi/A I url vJIDTH OF HSS POST 3/16 1-18 3/16 1-18 (N) POST PER PLAN NOTES: 1. BEAMS FRAMING PERPENDICULAR TO BUCKET CONNECTION NOT SHOWN FOR CLARITY. 2. FIELD CUT (E) GLULAM BEAM AT CUT LINE, REMOVE DAMAGED BEAM SPAN ON THE EAST SIDE OF THE CUT LINE. 3. FIELD CUT BOTTOM PL OF BUCKET CONNECTION EAST OF CUT LINE. 1 SECTION 1 1/2" = 1'-0" 1 1/2" NOTC NO- 1. CLEAN AND REPRIME BEFORE INSTALLATION OF BEAM. (R) BEAM TO BEAM TO (E)STRUCTURAL PANEL gD1 1/2" = 1'-0" ire n—An nrr Kl^— 1 TS (E) BEAM SEAT, SEE NOTE 1. (R) (2) 3/4" 0 A325 BOLTS (E) STRUCTURAL PANEL (E) SIMPSO" ^^ SEE NOTE (E) HS (E) WALL (R) WOOD BEAM 'LAN (E �) PL EA SIDE WOOD BEAM :R PLAN (E) SIMPSON CCO, SEE NOTE 1. (R) 3/4" O BOLTS W/ 1 3/4"0 WASHER, VIF. MATCH EXIST SECTION A —A (E) STEEL BUCKET, SEE NOTE 1. NOTES: 1. CLEAN AND REPRIME CONNECTION BEFORE INSTALLATION OF BEAM. 2. BEAM NOTCHES SHALL NOT EXCEED THE LESSER OF 1/10 THE DEPTH OF THE MEMBER OR 3" PER NDS 5.4.5.1 WOOD BEAM TO STEEL BUCKET 1 1/2" = 1'-0" (E) SHTG 8d @ 6" (N) SDS25300 @ 16" OC (N) 2x4 NAILER R) TO (E) SHEATHING AT BEAM 1 1/2" = 1'-0" NOTES: 1. REPLACE 2x6 PURLINS AS REQUIRED. 2. VERIFY 4x BEAMS ARE NOT DAMAGED. (E) SHTG 8d @ 6", TYP I (R) SHTG PER PLAN (R) 2x PER PLAN (R) HANGER PER SCHEDULE (R) BM PER PLAN (R) SHTG PER PLAN (E) SHTG I JOIST HANGER 1 1/2" = 1'-0" (E) 4-SIDED BUCKET CONNECTION, SEE A— !`I IoD oCo 1 TQ41] CA CinE: CA C"In nE NOTE 1 LVL PER PLAN CURB DETAIL 1 1/2" = 1'-0" (E) GLULAM PLAN, CUT f TO EAST FA (E) HSS POE SHOWN ANC HSS (E) POST PER PLAN (E) STEEL BASE — PLATE (E) FOOTING NNECTION f BOTTOM =E NOTE 3 1/4 LLH, Ivi/A I url vJIDTH OF HSS POST 3/16 1-18 3/16 1-18 (N) POST PER PLAN NOTES: 1. BEAMS FRAMING PERPENDICULAR TO BUCKET CONNECTION NOT SHOWN FOR CLARITY. 2. FIELD CUT (E) GLULAM BEAM AT CUT LINE, REMOVE DAMAGED BEAM SPAN ON THE EAST SIDE OF THE CUT LINE. 3. FIELD CUT BOTTOM PL OF BUCKET CONNECTION EAST OF CUT LINE. 1 SECTION 1 1/2" = 1'-0" 1 1/2" NOTC NO- 1. CLEAN AND REPRIME BEFORE INSTALLATION OF BEAM. (R) BEAM TO BEAM TO (E)STRUCTURAL PANEL gD1 1/2" = 1'-0" ire n—An nrr Kl^— 1 TS (E) BEAM SEAT, SEE NOTE 1. (R) (2) 3/4" 0 A325 BOLTS (E) STRUCTURAL PANEL (E) SIMPSO" ^^ SEE NOTE (E) HS (E) WALL (R) WOOD BEAM 'LAN (E �) PL EA SIDE WOOD BEAM :R PLAN (E) SIMPSON CCO, SEE NOTE 1. (R) 3/4" O BOLTS W/ 1 3/4"0 WASHER, VIF. MATCH EXIST SECTION A —A (E) STEEL BUCKET, SEE NOTE 1. NOTES: 1. CLEAN AND REPRIME CONNECTION BEFORE INSTALLATION OF BEAM. 2. BEAM NOTCHES SHALL NOT EXCEED THE LESSER OF 1/10 THE DEPTH OF THE MEMBER OR 3" PER NDS 5.4.5.1 WOOD BEAM TO STEEL BUCKET 1 1/2" = 1'-0" (E) SHTG 8d @ 6" (N) SDS25300 @ 16" OC (N) 2x4 NAILER R) TO (E) SHEATHING AT BEAM 1 1/2" = 1'-0" NOTES: 1. REPLACE 2x6 PURLINS AS REQUIRED. 2. VERIFY 4x BEAMS ARE NOT DAMAGED. (E) SHTG 8d @ 6", TYP I (R) SHTG PER PLAN (R) 2x PER PLAN (R) HANGER PER SCHEDULE (R) BM PER PLAN (R) SHTG PER PLAN (E) SHTG I (N) SDS25300 @ 16" OC EA SIDE, TYP (N) 2x4 NAILER, TYP (E) 2x6, TYP (R) 2x6 ;R)TO (E)SHEATHING AT 2X PURLIN(E)SHEATHING AT 2X PURLIN 1 1/2" = 1'-0" W 0 W J w CD oN CD w CD 0 ~ �/� W W y/ U) of W N W o ZUo E o z>-00^ Q o W U)< a- 0 m CD Lu Jl E J '�l c� W N Q °>Uj°' 0) o Z Z -0 W H N o (� z 0 CO (!) ACV Q 0DRE IV fir, L r 30695 �k' �RALE�G f sS�ovLE���' � N N 00 W 0 W 3: J = WLD Q �/� L.L VJ Z o U Jco� N 0 W v RESUB Aug 24 2022 CITY OF EDMONDS .r DEVELOPMENT SERVICES DEPARTMENT F- . a` U) cy d N N O N O ti U O E z O O U) �U Um W U N O N N Q N 00 a DATE 5/31 /2022 DRAWN MMS JOB NO C21351010.00 SHEET S4.1