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REVIEWED RESUB3 BLD2024-0227+STRUCTURAL PLANS+7.1.2024_1.31.38_PM+43527871.0 GENERAL THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION, THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. 1.1 CODES ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF CITY OF EDMONDS AND: THE 2018 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED AND ADOPTED BY CITY OF EDMONDS AND THE STATE OF WASHINGTON: A.C.I. - LATEST EDITION, AISC - LATEST EDITION, AWS - LATEST ADDITION, A.I.T.C. - LATEST EDITION, NDS - LATEST EDITION AND A.I.5.1 - LATEST EDITION 1.2 DESIGN CRITERIA A. VERTICAL LOADS (A5CEi-1(o) I. LIVE LOADS ROOF (SNOW) 25 PSF Pg = 30 PSF Pf = 20 PSF Ce = 1.0 Ct = 1.0 Is = 1.0 FLOOR 40 PSF B. LATERAL LOADS (A5CE7-1(o). LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE ROOF AND FLOOR TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH, OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE STRUCTURE. 1. WIND: EXPOSURE B, 3-SECOND GUST = 91 M.P.N. PER A5CEI-16, RISK FACTOR II, Kzt = 1.0 2. SEISMIC: SEISMIC USE GROUP I, SEISMIC DESIGN CATEGORY D PER A5CE7-16: Longitude =-122.362 Latitude = 41.110 Ss = 1.261 , Site Class B Sl =0.49(o, Site Class B '1)5= 0.841 S s = 0.496 R = 6.5 le = 1.0 Cs = 0.130 (ULT) V = 8.54 kips (ULT, BASE SHEAR) 1.3 SHOP DRAWINGS (NONE) 2.0 SITE WORK (NOT USED) 3.0 CONCRETE (NOT USED) 4.0 METALS (NOT USED) 5.0 STRUCTURAL STEEL (NOT USED) 6.0 LIGHT GAUGE STEEL - (NOT USED) 10 CARPENTRY 11 ROUGH CARPENTRY ALL 2x FRAMING LUMBER SHALL BE DOUGLAS FIR #2 FOR STUDS AND HEM -FIR 12 FOR PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW. ALL 2' LUMBER SHALL BE KILN DRIED (KD) OR SURFACE DRIED (Sp) EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB) OR WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) SHOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS SHALL BE AS SHOWN BELOW: MEMBER SPECIES Fb (PSU Fv (PSU 2x 4 3x STUDS #2-HEM FIR 850 150 2x JOISTS #2 HEM FIR 850 150 4x HEADERS 12 DOUGLAS FIR 1,000 180 4X COLUMNS #2 DOUGLAS FIR 1,000 180 6x HEADERS #1 DOUGLAS FIR 1350 110 6x COLUMNS 01 DOUGLAS FIR 1200 110 ALL EXPOSED STRUCTURAL MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED (SEE SECTION 1.1). 1.2 CARPENTRY HARDWARE A. BOLTS SHALL BE ASTM A-301. B. WASHERS SHALL BE STANDARD CUT WASHERS OR MALLEABLE IRON WASHERS. C. ALL NAILS SHALL BE COMMON WIRE NAILS OR EQUIVALENT PNEUMATICALLY DRIVEN NAILS (P-NAILS), AMERICAN OR CANADIAN MANUFACTURER ONLY AS INDICATED BELOW. P-NAILS SHALL BE INSTALLED PER THE MANUFACTURERS GUIDELINES, COMMON WIRE NAIL PNEUMATIC NAIL MINIMUM NAIL LENGTH NAIL APPLICATION 16d COMMON 0.162' P-NAIL 3-1/211 FRAMING 10d COMMON 0.148' P-NAIL 3" FRAMING Sd COMMON 0.131" P-NAIL 3" FRAMING 10d COMMON 0.148' P-NAIL 2-1/2" SHEATHING ad COMMON 0.131" P-NAIL 2-1/2" SHEATHING D. LAG SCREWS, SHEAR PLATES - SEE IBC. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, USP, OR OTHER ICBO APPROVED. F. HARDWARE EXPOSED TO WEATHER OR TO VIEW SHALL BE GALVANIZED OR PROTECTED WITH OTHER APPROVED MEANS OF CORROSION PROTECTION. HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE TREATED MATERIALS SHALL BE POST HOT -PIPPED GALVANIZED TO A G45 RATING. THE HARDWARE AND FASTENER MANUFACTURERS SHALL VERIFY COMPATIBILITY WITH THE PRESSURE TREATED MATERIALS USED ON SITE, 1.3 MINIMUM NAILING - PER 2018 IBC TABLE 2304.10.1 THIS SHEET 1.4 ANCHOR BOLTS PER IBC SECTION 2308.3.1 ALL FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO CONCRETE OR MASONRY WITH MINIMUM 1/2" OR 5/8" NOMINAL DIAMETER ANCHOR BOLTS EMBEDDED AT LEAST I' AND SPACED NOT MORE THAN 6 FEET ON CENTER. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN 4 INCH OF EACH ENE) OF EACH PIECE. IN SEISMIC DESIGN CATEGORIES D, E & F, A MINIMUM OF 1/2 INCH DIAMETER BOLTS WITH 3'x3`xl/4" PLATE WASHERS IS REQUIRED, 5/8 INCH DIAMETER ANCHOR BOLTS ARE REQUIRED IN SEISMIC DESIGN CATEGORIES E 4 F. SEE SHEARWALL TABLE FOR ADDITIONAL INFORMATION. 1B PLYWOOD/055 SHEATHING EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING AND INSTALLATION SHALL CONFORM TO MOST CURRENT VERSION OF P52 FOR OSB, USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR. EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE ad AT 6" ON CENTER o SUPPORTED PANEL EDGES AND ad AT 12" ON CENTER ON OTHER SUPPORTING MEMBERS FOR WALLS AND ROOFS. FOR FLOORS, USE THE SAME SPACING PATTERN AS STATED FOR WALLS OR ROOF EXCEPT USE 10d NAILS. NOTE: EQUIVALENT RATED PLYWOOD MAY BE USED IN LIEU OF 055 CALLED OUT, ALL THICKNESS AND GRADING SHALL CONFORM TO P51 OR P52. SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR ROOF DIAPHRAGM: 15/32" PWD (PANEL INDEX = 24/1(o), WITH ad NAILS OR .131" DIA P-NAILS AT 6" O.C. AT SUPPORTED PANEL EDGES AND AT 12" O.C. AT FIELD TYPICAL UNLESS NOTED OTHERWISE ON PLAN. WHERE REQUIRED, USE PLY -CLIPS INSTALLED PER MANUFACTURER'S GUIDELINES AND APA GUIDELINES, FLOOR DIAPHRAGM: 3/4" PWD (PANEL INDEX = 48/24), WITH 10d NAILS OR .131" DIA P-NAILS AT 6" O.C. AT SUPPORTED PANEL EDGES AND AT 12" O.C. AT FIELD TYPICAL UNLESS NOTED OTHERWISE ON PLAN. WHERE REQUIRED, USE PLY -CLIPS INSTALLED PER MANUFACTURER'S GUIDELINES AND APA GUIDELINES, 1.6 MANUFACTURED TIMBER BEAMS A. MICROLLAM BEAMS BEAMS SHALL BE 2.0 MICROLLAM LVL AS MANUFACTURED BY TRUS JOIST MACMILLAN, MATERIALS, MANUFACTURE, AND QUALITY CONTROL SHALL BE PER THE MANUFACTURER WHO SHALL ULTIMATELY BE RESPONSIBLE FOR THE MANUFACTURE OF THE PRODUCT. ALL BRIDGING AND BRACING SHALL BE PER THE MANUFACTURER. 11 PRESERVATIVE TREATMENT ALL EXPOSED FRAMING LUMBER, PLYWOOD AND DECK MATERIALS SHALL BE PRESSURE TREATED WITH .25#/CF PENTACHLOROPHENOL PER AWPA SPECIFICATION P-5 OR OTHER APPROVED TREATMENT. ALL CUTTING AND BORING AFTER PRESSURE TREATMENT SHALL BE CARED FOR IN ACCORDANCE WITH AWPA SPECIFICATION M-4. CONTRACTOR SHALL VERIFY COMPATIBLITY BETWEEN THE PRESSURE TREATMENT AND ANY HARDWARE OR FASTENERS IN CONTACT WITH THE PRESSURE TREATED MATERIAL(S). 8.0 THROUGH 14.0 NOT USED 15.0 MECHANICAL / POWDER DRIVEN FASTENERS (NOT REQUIRED) 16.0 SPECIAL INSPECTIONS (NOT REQUIRED) 11.0 MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN, TABLE 23.04.10.1 FASTENING SCHEDULE DESCRIPTION OF BLDG ELEMENTS NUMBER 4 TYPE OF FASTENER SPACING 4 LOCATION WALL 8. STUD TO STUD 16d COMMON (3-1/2'x0.162') 24' O.C. FACE NAIL (NOT AT BRACED WALL PANELS) 3"xO.131 NAILS 16" O.C. FACE NAIL 9. STUD TO STUD & ABBUTTING STUDS 16d COMMON (3-1/2'xO.162') lb" O.C. FACE NAIL AT INTERSECTION WALL CORNERS (AT BRACED WALL PANELS) 3"x0.131 NAILS 12" O.C. FACE NAIL 10. BUILT-UP HEADER (2" TO 2" HEADER) 16d COMMON (3-1/2'x0.162') 16" O.C. EACH EDGE, FACE NAIL 11. CONTINUOUS HEADER TO STUD (4) ad COMMON (2-1/2"x0.131') TOENAIL 16d COMMON (3-1/2'x0.162') 16" O.C. FACE NAIL 12, TOP PLATE TO TOP PLATE 3"x0.131' NAILS 12" O.C. FACE NAIL 13, TOP PLATE TO TOP PLATE, AT END (8)16d COMMON (3-1/211x01621') -OR- EA SIDE OF ENE) JOINT FACE NAIL JOINTS (12) 3"x0.131' NAILS (MINIMUM 24" LAP SPLICE LENGTH EACH SIDE OF ENE) JOINT) 14, BOTTOM PLATE TO JOIST, RIM JOIST, 16d COMMON (3-1/2'x0.162') 16" O.C. FACE NAIL BAND JOIST OR BLKG (NOT AT BRACED WALL PANELS) 3"x0.131' NAILS 12" O.C. FACE NAIL 15, BOTTOM PLATE TO JOINT, RIM JOIST, (2)16d COMMON (3-1/2'x0.162') -OR- BAND JOISTS OR BLKG AT BRACED (4) 3'x0.131" NAILS 16" O.C. FACE NAIL WALL PANELS (4) ad COMMON (2-1/2"xO.131") -OR- TOENAIL (4) 3'x0.131" NAILS 16, STUD TO TOP OR BOTTOM PLATE (2) 16d COMMON (3-1/2'x0.162') -OR- END NAIL (3) 3'xO.131" NAILS 1�. TOP OR BOTTOM PLATE STUD (2)16d COMMON (3-1/2'xO.162') -OR- END NAIL (3) 3'x0.131" NAILS 18, TOP PLATES, LAPS AT CORNERS (2)16d COMMON (3-1/2'xO.162') -OR- FACENAIL AND INTERSECTIONS (3) 3'xO.131" NAILS 19. 1" BRACE TO EACH STUD AND PLATE (2) ad COMMON (2-1/2"x0.131") -OR- FACENAIL (2) 311xO.131" NAILS 20 1"x6' SHEATHING TO EACH BEARING (2) ad COMMON (2-1/2'xO.131") FACENAIL 21 1"x8" AND WIDER SHEATHING TO EACH (3) ad COMMON (2-1/211x0.131") FACENAIL BEARING A04-23-24 CITY REVIEW COMMENTS A2 06-18-24 CITY REVIEW COMMENTS A3 07-01-24 CHANGE TO SCOPE BLD2024-0227 RESUB Jul 02 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT • C4 Q N • • • • W • 7 HOLDOWN / STRAP COMPONENT TABLE ,4301/A36 WET -SET RETROFIT (EPDXY) #=5,(o MARK COMPONENT#=1 ANCHOR EMBEDMENT DRILL EMBEDMENT LENGTH DIAMETER LENGTH ##4 DIAMETER FTG STEM WALL 51/52/53/54 M5T31/48/60/12 FROM MIN. (2) 2x STUDS N/A N/A N/A N/A N/A ABOVE TO MIN. (2) 2x STUDS BELOW **2,3 DI 5T6236 FROM DRAG/HDR/BM TO N/A N/A N/A N/A N/A MIN (2) 2x PLATES Is2 HI HTT5 FROM MIN. (2) 2x STUDS ABOVE 5/8' 4-1/2' 3/4' 5' 10, IN (2,5001b) TO STEM WALL BELOW. V WIDE 142 HDQ8-5D53 from min. (2) 2x studs I/8" 1-1/2' 1" 1-3/4' 15, IN (3,5001b) TO STEM WALL BELOW. V 4 8' WIDE H3 HHDQII-51D52.5 from min. 6x6 posts 1" li' 1-1/8° g, 15' IN (5,0001b) TO STEM WALL BELOW. 8' WIDE 1. STRAPS AND HOLDOWNS ARE TO BE APPLIED WITH FULL NAILING, NOT BOLTS, TO FULL HEIGHT FRAMING MEMBERS ONLY. SHEATHING IS TO BE APPLIED TO THE SAME FULL -HEIGHT FRAMING MEMBERS WITH PANEL -EDGE NAILING PER THE SHEARWALL TABLE. 2. STRAPS MUST BE ATTACHED DIRECTLY TO WOOD FRAMING, STRAPS CANNOT BE APPLIED OVER GYPSUM. 3, MST STRAPS ARE TO BE APPLIED TO A MINIMUM OF (2) 2X FRAMING MEMBERS AND OVER SHEATHING AT WOOD SHEARWALLS. STRAP NAILING REPLACES PANEL -EDGE NAILING OVER LENGTH OF STRAP. 4. FOR WET -SET OPTION, USE NUT -WASHER -NUT ASSEMBLY ON THREADED ROD AND PLACE WASHER AT LISTED EMBEDMENT DEPTH. 5. ALL DRILLED HOLDOWN ANCHOR INSTALLATIONS REQUIRE SPECIAL INSPECTION, UNO PER STRUCTURAL NOTES. 6. FOR AN OPTION TO WET -SET± USE 5IMP60N SET EPDXY OR ENGINEER APPROVED SUBSTITUTION FOR DRILL -IN APPLICATIONS. INSTALL PER MANUFACTURER'S SPECIFICATIONS. i. 4X COLUMNS MAY BE REPLACED WITH (3) OR MORE 2X6 STUDS, (oX COLUMNS MAY BE REPLACED BY (4) OR MORE 2X(o STUDS. SEE TYPICAL STRAP AND HOLDOWN DETAILS. SHEARWALL TABLE © OD CAPACITIES FOR SEISMIC DESIGN MARK COMPONENTS 1/2 A.B. 0.148 P-NAIL 5IMP50N A35/LTP4 BOT lE TO RIM CATEGORIES C, D, E, 4 F iE TO GONG iE-TO-iE SPACING (IN) CLIP SPACING (IN) SCREWS SPACING (IN) 5/5, GWB 1/2' GWB GI 5/8' GWB, ONE SIDE, BLOCKED W/ TYPICAL NAILS 6 4" O.C. 48" O.C. 9' O.C. 32' O.C. 5DWC15450 20' O.C. 115 150 G2 5/8' GWB, BOTH SIDES, BLOCKED W/ TYPICAL NAILS a 4" O.C. 24' O.C. 4' O.C. 16' O.C. 5DWC15450 10, O.C. 350 300 WI 1/2' PLYWOOD, BLOCKED, W/ 0.131' DIA P- NAILS 0 6' O.C. 36' O.C. �' O.C. 24" O.C. C SDWC15450 � 1(0' O.. HEM-FIR DOUG-FIR 230 280 a PANEL EDGES AND 12" O.C. 6 FIELD W2 1/2' PLYWOOD, BLOCKED, W/ 0.131' DIA P- NAILS q 4' O.C. 24' O.C. 4' O.C. 1(0' O.C. 5DWC15450 6 10' O.C. 353 430 6 PANEL EDGES AND 12" O.C. 6 FIELD W3 1/2' PLYWOOD, BLOCKED, W/ 0.131' DIA P- NAILS e 3' O.C. 24" O.C. 3' O.C. 12' O.C. 5DWC15600 6 8' O.C. 451 550 6 PANEL EDGES AND 12" O.C. 6 FIELD. SEE SPECIFIC NOTES 1, 2 W4 1/2' PLYWOOD BLOCKED, W/ 0.146' DIA P- NAILS 6 2' O.C. 16 O.C. 2 ROWS STAGGERED 1-1/2 O.G. 6DWC15600 ,@ 5"O.C. 113 810 6 PANEL EDGES AND 12" O.C. 6 FIELD. SEE SPECIFIC NOTES 1, 2 6 4' O.C. W5 ' BLOCKED BOTH SIDES W/ 0.131' DIA P- NAILS 6 3' O.C. 1/2 PLYWOOD, 12" O.C. 2 ROWS SDSI/4x3 SCREWS 6' O.C. SDWC15600 � 4' O.C. 902 1100 AT PANEL EDGES AND 12' O.C. e FIELD. SEE SPECIFIC NOTES 1, 2, 4 STAGGERED 6 (o' O.C. ' BLOCKED BOTH SIDES W/ 0.146' DIA P- NAILS rat 2' O.C. PLYWOOD, 2 ROWS HGAIO W/ (2) ROWS OF W(O AT PANEL EDGES AND 12' O.C. FIELD. SEE SPECIFIC NOTES 12 4 A 8' O.C. SDSI/4x3 SCREWS SDSI/4x1-1/2 SCREWS SDWC15600 6 5' O.C. 1421 1140 STAGGERED 6 4' O.C. 6 9' OC STAGGERED TYPICAL NOTES: 1 FOR Al I ';WPARUJAI 1 .S 11JNFRF 1/2" PI Yl11000 IS CAI I Fib OUT C)Sg MAY RF: 1114:0 dS AN Al TFRNIATP FOR SNFdRtl]Al I S 2. FOR ANCHOR BOLTS USE A 3 x 3 x 1/4 FLAT WASHER BETWEEN NUT AND PLATE TYPICAL. 3. IF SHEATHING PLACED WITH THE LONGITUDINAL DIRECTION VERTICAL, STUDS AND PLATES WILL BE CONSIDERED TO ACT AS BLOCKING. 4. WALL SHEATHING CALLED OUT SHALL EXTEND FOR ENTIRE WALL LENGTH AT THAT ELEVATION AND SHALL BE CONTINUOUS AROUND OPENINGS. THIS IS FOR FINISH PURPOSES ONLY: NAIL, CLIP AND ANCHOR BOLT SPACINGS ABOVE APPLY AT ONLY THE ACTUAL LENGTH OF SHEARWALL. 5. 0.131' P-NAILS ARE TO BE 2-1/2' IN LENGTH, 0.148" P-NAILS ARE TO BE A MINIMUM OF 2 1/2' FOR SHEATHING APPLICATIONS AND A MINIMUM OF 3' FOR FRAMING OR PLATE TO PLATE NAILING. NAILS SHALL BE INSTALLED SO AS TO NOT SPLIT THE TIMBER FRAMING. CONTRACTOR SHALL COMPLY WITH NAILING RESTRICTIONS AS DETERMINED BY THE PRODUCER OF ANY COMP051TE WOOD PRODUCTS USED FOR SHEARWALLS OR USED AS SHEAR TRANSFER MEMBERS SUCH AS BETWEEN FLOORS. Q 6, 5IMP50N A35 CLIP ANGLES SHALL BE INSTALLED WITH THE APPROPRIATE FASTENERS PER THE MANUFACTURER'S SPECIFICATIONS. OPTIONAL TO USE P-NAILS WHERE SHOWN, 1. SPACING SHOWN ABOVE FOR ANCHOR BOLTS, NAILING AND CLIPS IS MAXIMUM AMOUNT ALLOWED. 8. ALL NAILING NOT SPECIFICALLY CALLED OUT SHALL BE IN ACCORDANCE WITH IBC TABLE 2304.10.1 9, SHEARWALL FRAMING PERFORATIONS SHALL BE LIMITED TO 3/4' DIAMETER CENTERED AT FACE OF STUD OR PLATE AND NOT CLOSER THAN 4' O.C. PRIOR TO ANY LARGER HOLES OR NOTCHING OF a SHEARWALL FRAMING MEMBERS CONTACT BCIE FOR APPROVAL. 10, FOR CALLOUTS WHERE SHEATHING IS REQUIRED ON ONLY ONE FACE OF WALL, SHEATHING MAY BE PLACED ON EITHER FACE, BUT MUST BE CONTINUOUS 6 IT' INTERSECTIONS. 11. COATED OR GALVANIZED NAILS SHALL BE HOT DIPPED, NOT ELECTRO-PLATED. 12. WHERE WOOD PANELS ARE APPLIED OVER GYPSUM, REPLACE .131' PANEL NAILING W/ .148" PANEL NAILING. NO REPLACEMENT FOR .148" NAILS 13, USE 6d WALLBOARD OR COOLER NAILS WITH 5/8' GWB (5d WITH 1/2' GWB). SPECIFIC NOTES AS CALLED OUT IN TABLE ABOVE: 1. 3x STUDS ARE REQUIRED AT ALL ABUTTING PANEL EDGES. 2-2x STUDS OK X 2. 3x SILL PLATES REQUIRED WHERE ATTACHED TO CONCRETE WITH ANCHOR BOLTS. 2-2x SILL PLATES OK Z 3. SHEATHING JOINTS ARE TO BE STAGGERED ON OPPOSITE FACE OF WALL. SHEARWALL TABLE TYPICAL DETAILS 5W NAILING a FLOOR MIN 2x4 (FLAT) BLKG 0 UNSUPPORTED PNL 515TERING TO MATCH I NAILING FOR SW MIN � 2) STUDS RQD � ENDS ^r ALL 5W5 W/ PNL EDGE NAIL STAGGERED TO EA END 5T PER 5W TABLE HDs, WHERE THEY OCCUR T, MIN (2) STUDS PER IUD TABI HD a OPP 51DE OK (OMIT 5TJD-6TUD NAILING PANEL EDGE NAILING PER 5W TABLE 5IMP50N H1/H2.5 CLIPS EACH TRU55 IN LIEU OF © OK UNO 5EE BELOW FOR CORNER/END STUDS (COND) 5W NAILING @ CORNER 5TUD5 FLOOR COND 5W NAILING a HOIRZ PNL JTs 5W NAILING @ END5 5W NAILING 0 CORNER STUDS 1A 04-23-24 CITY REVIEW COMMENTS Z2 06-18-24 CITY REVIEW COMMENTS A3 07-01-24 CHANGE TO SCOPE 5EE BELOW FOR CORNER/END 5TJD5 (COND) 5W NAILING @ ROOF BLKG 0 TRJ55E5 OMITTED FOR CLARITY MIN (2) STUDS ROD 0 ENDS OF ALL 5W5 W/ PNL EDGE NAILING STAGGERED TO EA END 5TJD PER 5W TABLE PANEL EDGE NAILING STAGGERED PER 5W TABLE IUDs, WHERE TkEY OCCUR TO MIN (2) 5TUD5 PER HD TABLE _ IUD @ OPP SIDE OK (OMIT STUD=STUD NAILING 0 HD) MIN (2) STUDS e INTERIOR PNL JTs W/ PNL EDGE NAILING STAGGERED EA SIDE OF JT PANEL EDGE NAILING PER 5W TABLE IF NO 5HTG JT (© NO RQD ) MIN (2) 5TUD5 ROD ia END5 OF ALL 5Ws W/ PNL EDGE NAILING STAGGERED TO EA END STUD PER 5W TABLE FIELD NAILING PER 5W TABLE "rE I 1 P SW CORNER DTL 4/54.0 =LD NAILING PER SW TABLE W4" GONG EDGE STANCE (MIN) 12' O.C. MAX (4' O.C. MIN) BLD2024-0227 RESUB Jul 02 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4D w W N w 0 40 W W • w W 4D O z Z8 a 0 a BEAM & POST SCHEDULE Bl (E) 5-1/2 -1/2 GLB W/ (E) 5IMP50N ECCQ(o(o-5D5 POST CAP s4 CCQ(o(o-SDS POST CAP 6 P3 B2 (E) 5-1/411-1/8 PSL (E) 6IMP50N CCQ( (o-SDS POST CAPS P7 P6 P5 4 ECCQ(o(o-SDS P9 Pl (E) (ox(o HF#1 POSTS FOR H1 W/ (E) 5IMP50N CCQ(o(o-SDS P05T CAPS @ CTR LOCATIONS 6 ECCQ(o(o-SDS POST CAPS 6 END LOCATIONS - USE 5C(o0 POST BASES OVER (E) 2x(o EXTERIOR WALL BOTTOM PLATES P4 (E) (ox(o HF#1 POSTS FOR Bl W/ (E) 5IMP50N ECCQ(o(o-SDS P055T CAP 4 5C(o0 POST BASES OVER (E) 2x(o EXTERIOR WALL/SW BOTTOM PLATES P5 / P6 (E) (ox(o DF#1 POST FOR g W/ (E) 5IMP60N CCQ(o( -SDS POST CAPS 4 5C(o0 POST BASES OVER (E) 2x(o INTERIOR WALL BOTTOM PLATES Pi (E) (ox(o DF#1 POSTS APPROXIMATELY 3'-0' OFF (E) CRIPPLE WALL FOR END OF g W/ (E) 6IMP50N CCQ( (o-SDS POST CAPS 4 BC(oO POST BASES OVER (E) 2x(o INTERIOR WALL BOTTOM PLATE P9 (E) (ox(o HF#1 POST W/ (E) 5IMP50N ECCQ(o(o-SDS POST CAP 4 (E) ABA(o(o POST BASE OVER (E) (o' STEM WALL FLOOR FRAMING SCHEDULE PFTI (E)12' PE FLOOR TRUSSES Q 12' O.C. W/ TOP CHORD BRG 6 (E) INTERIOR BEARING WALL 4 TOP CHORD BEARING 6 9(12' MAX HT SO NON -FLAT TRUSSES OK) PFT2 (E)12' PE FLOOR TRUSSES 6 IV O.C. W/ TOP CHORD BEARING Bl 4 B2 4 (E) EXTERIOR WALLS (12' MAX HT SO NON -FLAT TRUSSES OK) PFT3 (3) - PFTI CUT BACK FOR (N) STAIR OPENING (TO APPROX. LOCATION OF TOP CHORD SPLICE) - CTV CONDS. 4 DO NOT CUT VERT WEB BLKG WHERE SECTION TO BE REUSED PFTH (N) 2-PLY HEADER FROM CUT BACK (2) - PFTI W/ (N) 5IMP60N LU24 HGR a 50T CHORD 4 BRG a (N) MUD SILL -OR- e I/F (N) RIM (CTV) J1 (E) 2x12 HF#1 FLOOR JOISTS 6 16" O.C. W/ (E) 5IMP50N LU5210 HANGERS L3 4 (E) RIM .9 PFTI J2 (E) 2x8 4#2 FLOOR JOISTS 6 IV O.C. Wl (E) 5IMP60N LU62(os a L4 J3 (E) 2x12 FLOOR JOISTS 6 12' O.C. - NO DAMAGE L3 (E) 2x12 HF#1 LEDGER AT OUTSIDE FACE OF (E) 2x4 EXTERIOR WALL W/ 2-(E) 5IMP50N 5D525412 SCREWS EACH (E) STUD 4 32' O.C. T45 STAGGERED TO (E) BLOCKING L4 (E) 2x8 41 LEDGER 6 OUTSIDE FACE OF (E) 2x4 EXTERIOR WALL W/ 2-(E) 5IMP50N 5D525412 SCREWS EACH (E) STUD 4 32' O.C. TO (E) BLKG HEADER SCHEDULE H2 (E) 48 402 W/ (E) 5IMP50N LCE4 POST CAPS ,@ P2 - NO P2 51M (E (E Ot 5L I (E) MAIN FLOOR FRAMING NOTES � I. (E) FLOOR TRUSSES 4 OTHER FRAMING MEMBERS ARE PER THE SCHEDULES ON THIS SHEET. 2. FLOOR TRUSS LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS. IT IS NOT THE INTENT OF THE STRUCTURAL PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS. THE CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF JOIST LAYOUT AND FRAMING W/ MECHANICAL, ELECTRICAL 4 PLUMBING RESTORATION. 3. PLACE LONG DIRECTION OF ALL PWD/055 SHEETS PERPENDICULAR TO TRUSS/RAFTER OR JOIST DIRECTION, SEE DETAIL 2/54.0. FLOOR SHEATHING IS TO BE CONTINUOUS FROM UNIT TO UNIT, SEE PLANS FOR EXCEPTIONS. TYPICAL NAILING AT FLOOR AND ROOF DIAPHRAGMS IS PROVIDED IN THE GENERAL STRUCTURAL NOTES ON SHEET 51.0 4 511 4, A DENOTES THE SHEARWALL TYPE, SEE THE SHEARWALL TABLE ON SHEET 51.1. INDICATES SHEARWALL LOCATION. THE CALL -OUTS ON THE SHEARWALL TABLE APPLY TO THE ENTIRE WALL LINE THAT THE INDICATED SHEARWALL IS LOCATED. PROVIDE SOLID BLOCKING IN FLOOR BELOW PERPENDICULAR SHEARWALLS. FOR TYPICAL HOLDOWN DETAILS AT THE ENDS OF SHEARWALLS SEE DETAILS 8/52.1 4 9/52.1. FOR TYPICAL CORNER CONDITIONS AT SHEARWALLS SEE 4/54.0. FOR�5Ws TYPICAL 'T' INTERSECTION CONDITIONS AT SHEARWALLS SEE 4/54.0. CONTRACTOR TO INSTALL ADD'L HARDWARE 4 FASTENERS AS REQUIRED PER THE SW TABLE FOR Gl ALONG INTERIOR FACE OF EXTERIOR SWs. 5. DOUBLE TOP PLATES ARE TO BE CONTINUOUS ALONG ALL EXTERIOR WALLS AND AT ALL WALL LINES CONTAINING SHEARWALLS. TYPICAL WALL TOP PLATE SPLICES SHALL BE PER DETAIL 1/54.0. (o. ALL HEADERS SHALL HAVE A MINIMUM OF (1) JAMB AND (1) KING STUD BELOW FOR SUPPORT. ALL BEAMS (ox AND LARGER OR OPENINGS 8'-0" OR WIDER SHALL HAVE A MINIMUM OF (2) JAMB STUDS FOR SUPPORT. MINIMUM HEADER SIZES 48 402 UNO. 1. MATERIAL SUPPLIERS SHALL VERIFY PRESSURE -TREATED MEMBERS W/ CONTRACTOR ALL HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE TREATED MATERIALS SHALL BE POST HOT -DIPPED GALVANIZED TO A G45 RATING. THE CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF PRESSURE TREATED MATERIALS USED ON SITE WITH ALL HARDWARE AND FASTENERS. 8, LSL INDICATES 1.3E 4 ALL OTHER LSLs INDICATE 1.1E TIMBERSTRAND MEMBERS. PSL INDICATES 2.0E PARALLAM MEMBER GLB INDICATES 24F-V4 DOUG-FIR GLULAM BEAM. MULTI -SPAN, CANTILEVER -OR- GLU-LAM POSTS SHALL BE 24F-V8 DOUG-FIR 9, THE CONTRACTOR SHALL VERIFY COMPATIBILITY OF THE RESTORATION REPAIRS W/ THE AS -BUILT CONDITIONS, 10. WHERE DISCREPANCIES EXIST NOTIFY THE ENGINEER PRIOR TO PROCEEDING, 11. SEE CIVIL AND ARCHITECTURAL PLANS FOR TOP OF WALL HEIGHTS AND SLAB ON GRADE ELEVATIONS. SEE ARCHITECTURAL PLANS FOR DIMENSIONS. WHERE DIMENSIONS ARE SHOWN ON THE STRUCTURAL PLANS, CONTRACTOR SHALL VERIFY COMPATIBILITY W/ ARCHITECTURAL PLANS. WHERE DISCREPANCY EXISTS, CONTRACTOR SHALL NOTIFY BOTH THE ENGINEER AND ARCHITECT FOR CLARIFICATION. 12, SEE GENERAL STRUCTURAL NOTES ON 51.0 4 51.1 FOR ADDITIONAL INFORMATION. (E) BUILDING CONSTRUCTED PER ORIGINAL APPROVED DRAWINGS UNDER PERMIT 5LD2022-1181 PLANS HAVE BEEN MODIFIED TO SHOW NEW CHANGES FOR BOTH LEVELS. MAIN FLOOR FRAMING PLAN 5C,4LE: 1/4" = 1'-0" /= ) a // 11 T 4/ 0111Y1 =1 /,)fl=) 0.1 Ifi/1- W/ (N) 51MP50N LU24 HGR TO (1) - PFT3 P# A HI � (E) POST ABOVE INDICATES (E) HOLDOWN ia FOUNDATION W/ 0.14Sx3 P-NAIL5 �@ (o" CC; T45 TO 515TER 2-PLY COND. STAIR OPENING/HEADER DETAIL 1� 04-23-24 CITY REVIEW COMMENTS CITY REVIEW COMMENTS CHANGE TO SCOPE PFTI CUT BACK FOR TAIR OPENING (CTV) - 1E SOUTH ENDS IN -PLACE NORTH ENDS FOR PFTH TAIR FRAMING SHEET 52.1 RESUB Jul 02 2024 CITY OF EDMONDS BLD2024-0227 DEVELOPMENTDEPARTMENRVICES 4D 0 40 W W 0 4D 11 04-23-24 CITY REVIEW COMMENTS Z2 06-18-24 CITY REVIEW COMMENTS A3 07-01-24 CHANGE TO SCOPE 40 4 E a o cti �o N O CD CD CD O O O � -------------- - w B2 - (E) 2x12 BLKG RIPPED -TO -FIT w w 3-(N)1 3/411 1/6 MICROLAM LVL5 2.OE FIELD -CUT STRINGERS W1 SUPPORT e1—I--------- q N (N) INT. BRG WALL BELOW J � t o 0 w� o -------1-------- w o (E) 2x12 E3LKG RIPPED -TO -PT UJ/ (E) 51MP50N A355 ia GTR TO (E) 2x,5 f3XG w (N) 2x,5 (PT) 412 MUD SILL UJ/ (N) 0.14(5x3 ry P-NAILS /S (o" O.G. TO (E) E ►--� O w STAIR FRAMING PLAN w SGAL.E: 1/2" = 1'-0" w 7 MAX, MIN RISER a PT1 < (E) 2x4 E O O 11" MIN loo O TREAD (E) 6" GONG UJALL w T 0 3-(N) 1 3/4x11 1/a MIGROLAM LVL5 2.0E z 1 1/4" MAX NOSING PROJECTION FIELD=CUT STRINGERS UJ/ 51MP5ON L5CZ 0 w 4 TOP OF STRINGERS 4355 GLIP5 50T a_ CLLJ Al— LQ w cli o $ (N) 51MP5ON A355 UJ/ (2)1/4"DIAxI" K (N) 2x4 INT BRG WALL (+40" TALL) EM5ED TITEN GONG 5GREW5 U/ z (1) EA END (E) 6" GONG 5OG w oa a a O a a 4 a a a i n a a d a a O w o� N sRESUB N o O w TAIR SECTION OF Jul 202 X 52.1 NTS OPMENT CITY OF EDMONDE BLD2024-0227 DEVE DEPARTMENT RVICES �i z Wcp �V �O �cp QN Al A) l"/ I-firs')"1-"Iv l "'j I`I./IGI/ - TYP (3) PLCs (E) ROOF TRUSS FRAMING NOTES I. (E) ROOF TRUSSES & OTHER FRAMING MEMBERS SHALL BE PER SCHEDULES ON THIS SHEET. 2. (E) ROOF TRUSS LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS. IT IS NOT THE INTENT OF THE STRUCTURAL PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS. THE CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF JOIST LAYOUT AND FRAMING W/ MECHANICAL, ELECTRICAL 4 PLUMBING RESTORATION, �3, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND TO COORDINATE THE DIMENSIONS BETWEEN ALL PLANS PRIOR TO PROCEEDING WITH ANY FABRICATION OR WORK. FOR NEW CONSTRUCTION THE DIMENSIONS ARE PROVIDED BY THE ARCHITECT OR BASED ON DESIGN WHEN BCIE PROVIDES ARCHITECTURAL (E) BUILDING CONSTRUCTED PER ORIGINAL APPROVED DRAWINGS UNDER PERMIT 5LD2022-1181 PLANS HAVE BEEN MODIFIED TO SHOW NEW CHANGES FOR BOTH LEVELS. SERVICES, POP, EXISTING CONSTRUCTION AND DAMAGE RESTORATION BCIE'S DIMENSIONS WERE TAKEN IN THE FIELD UNDER VARYING CIRCUMSTANCES AND THOSE DIMENSIONS NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY FABRICATION OR WORK. 4, AwiDENOTES THE SHEARWALL TYPE, SEE THE SHEARWALL TABLE ON SHEET 51.1. INDICATES SHEARWALL LOCATION. THE CALL -OUTS ON THE SHEARWALL TABLE APPLY TO THE ENTIRE WALL LINE THAT THE INDICATED SHEARWALL IS LOCATED. PROVIDE SOLID BLOCKING IN FLOOR SPACE BELOW PERPENDICULAR SHEARWALLS. CONTRACTOR TO INSTALL ADD'L HARDWARE 4 FASTENERS AS REQUIRED PER THE SW TABLE FOR (N) JK SWs ALONG INTERIOR FACE OF (E) EXTERIOR SWs. BEAM & POST SCHEDULE 5, DOUBLE TOP PLATES ARE TO BE CONTINUOUS ALONG ALL EXTERIOR WALLS AND AT ALL WALL LINES CONTAINING SHEARWALLS. TYPICAL WALL TOP PLATE SPLICES SHALL BE PER DETAIL 1/54.0. P1 (E) 6x6 4#1 POSTS POP Hl W/ (N) 5IMP50N CCQI 6-SDS POST CAPS 6 CTR LOCATIONS 0 a ECCQI 6-SDS POST GAPS a END LOCATIONS - USE 5C60 POST BASES W/ 5p10 SCREWS ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 04-23-24 CITY REVIEW COMMENTS nti_1P-')A rITV RGviG\Ai rOMMENTS D1 (E) 5IMP50N STl 236 DRAG STRAP FOP, END OF H1 TO SW TOP fEs - SIM DTL 1/54.0 D2 (E) 5IMP50N 5T6236 DRAG STRAP(S) a H1 BREAKS (CTV) COPE 6. ALL HEADERS SHALL HAVE A MINIMUM OF (1) JAMB AND (1) KING STUD BELOW FOR SUPPORT. ALL BEAMS 6x AND LARGER OR OPENINGS 6-0" OR WIDER SHALL HAVE A (2) OVER (N) 2xl EXTERIOR WALL BOTTOM PLATES ROOF FRAMING SCHEDULE MINIMUM OF JAMB STUDS FOR SUPPORT. MINIMUM HEADER SIZES 4x8 HF#2 UNO. P2 (E) 44 HF1t2 POSTS POP, W/ (N) 5IMP50N LCE4 POST CAPS & 5C40 POST BASES 1. MATERIAL SUPPLIERS SHALL VERIFY PRESSURE -TREATED MEMBERS W/ CONTRACTOR. ALL HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE TREATED MATERIALS OVER (E) 2x4 INTERIOR BEARING WALL/SW BOTTOM PLATES - (E) l x6 HF#1 POSTS @ SIM z SHALL BE POST HOT -PIPPED GALVANIZED TO A G-185 RATING, THE CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF PRESSURE TREATED MATERIALS USED ON SITE WITH FOR N3 W/ LCE4 POST CAPS & BCl 0 POST BASES OVER (E) 2x6 EXTERIOR WALL/SW PRTI (E) 22" PE ROOF TRUSSES 6 24" O.C. W/ MONO SLOPE CHORDS W/ 5'-0" CANTILEVER 6 SOUTH ALL (N) & (E) HARDWARE AND PASTENERS. SIDE 4 1'-0" CANTILEVER 6 NORTH SIDE - BOTTOM CHORD BEARING a 0 8. LSL INDICATES 1.3E 4 ALL OTHER LSLs INDICATE 1.7E TIMBERSTRAND MEMBERS. PSL INDICATES 2.0E PARALLAM MEMBER GLB INDICATES 24F-V4 DOUG-FIR GLULAM BEAM. Rl (E) 2x12 HF#I RAFTERS 16' O.C. UP TO 14'-0" SPANS THEN 24" O.C. FOR REMAINDER W/ HEADER SCHEDULE i MULTI -SPAN, CANTILEVER -OR- GLU-LAM POSTS SHALL BE 24F-VS DOUG-FIR (E) 5IMP50N LU5210 HANGERS QE0 4 EQ N1 (E) 5-1/24GL56 W/ (E) SIMPSON CCQ6 - DS POST CAPS CTR LOCATIONS 4 9, THE CONTRACTOR SHALL VERIFY COMPATIBILITY OF THE RESTORATION REPAIRS w/THE AS -BUILT CONDITIONS. Eo (E) 2x12 HF#I LEDGER 6 (N) 2x4 INTERIOR BEARING WALL/SW W/ 3-(E) 5IMP50N 5D52�300 g ECCQ(ol -SDS Q END LOCATIONS FOR Pl SCREWS EACH (E) STUD EQUALLY SPACED o BREAKS IN LEDGER INSTALL ADDITIONAL 10, WHERE DISCREPANCIES EXIST NOTIFY THE ENGINEER PRIOR TO PROCEEDING. N2 O (E) 46 HF112 W/ (E) 5IMP50N LCE4 POST GAPS Q P2 - NO P2 -a SIM 2x4 STUDS FOR SCREWS ES U B 11. (N) WINDOW SUPPLIER TO VERIFY THAT WINDOW AND WINDOW FRAMES TRANSFER WIND LOADS EVENLY TO (N)/(E) STRUCTURAL FRAMING ON ALL 4 SIDES OF WINDOW. WINDOW H3 (E) l x10 HM W/ (E) 5IMP50N LCE4 POST GAPS -a P2 SIM 2 0 (E) 2x12 HF#I LEDGER 6 (E) 2x6 EXTERIOR WALL/SW W/ 3-(E) 5IMP50N 5D525400 SCREWS EACH (E) STUD EQUALLY SPACED - LOCATE BREAK FURTHEST TO NORTH THEN NO SPECIAL Jul 02 2024 SUPPLIER TO VERIFY MINIMUM .005,H STORY DRIFT TOLERANCE IN PLANE OF ALL WINDOWS AND ALLOW FOR L/240 DEFLECTION (PERPENDICULAR) AT WINDOW MULLIONS. ITYOFEDMONDS X CONDITIONS REQUIRED - CTV CONDITIONS AS LEDGER MAY BE ABLE TOaL3� fi2���TO DE ELOPMENT DEPARTMENTVICES 12. SEE GENERAL STRUCTURAL NOTES ON 51.0 4 51.1 FOR ADDITIONAL INFORMATION. H4 (N) 48 HP#2 ADJACENT BUILDINGS (E) 2x4 FLOOR RIM z • • • W 7