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APPROVED BLD2024-0095+STRUCTURAL PLANS+1.22.2024_5.04.20_PM+4013581STRUCTURAL NOTES O G REVIEWED BY CITY OF EDMONDS The following documentation shall be available on site for the building inspector: ' 0 COE APPROVED ARCHITECTURAL PLAN SET '• ; ❑ COE APPROVED STRUCTURAL PLAN SET ❑ COE REVIEWED CALCULATION PACKET ■ ❑ ENERGY CREDIT WORKSHEET ' - ❑ SITE PLAN • ■ n CIVIL PLAN ■F] �F] ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ; (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE TYPICAL FRAMING NOTES ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, 1. BEARING WALL FRAMING SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. 2x STUDS @ 16" OC FOR ALL SHEAR AND/OR BEARING WALLS UNO. DESIGN LOADS REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR & WINDOW HEADERS NOT CALLED OUT ON THE PLANS. HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD UNO. DEAD LOADS: ROOF 15 PSF COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. LIVE LOADS: ROOF (SNOW LOAD) 25 PSF 2. WALL BASE PLATE ON CONCRETE STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE NOT REQUIRED LUMBER ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) SLEEPERS DOUG-FIR STUD 700 - LIGHT FRAMING (STUDS) HEM -FIR STUD 675 800 2x JOISTS AND PLANKS HEM -FIR #2 850 - PLATES AND BLOCKING HEM -FIR #2 850 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS HEM -FIR #2 850 - ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK 0 MIN LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148" 0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 11.1.3. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GALVANIZATION UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SBX ACQ-C ACQ-D CBA-A CA-B OTHER BORATE ACZA OTHER PT WOOD G90 X X X G185 X X X X X X HDG X X X X X X STT300 X X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL RATED SHEATHING RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE IN CONFORMANCE WITH IBC STANDARD 2303.1.4. GLUE -LAMINATED TIMBER GLUE -LAMINATED TIMBER SHALL BE DOUGLAS FIR, FABRICATED IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1, LATEST EDITION. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE FOLLOWING MINIMUM STANDARDS: SPAN COMBINATION Fb SIMPLE SPAN BEAMS 24F-V4 2400 PSI CANTILEVER OR MULTI -SPAN BEAMS 24F-V8 2400 PSI WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE -TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, BOLT PLATES OR SILLS TO CONCRETE WITH 5/8 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 5'-0" OC MAXIMUM FOR SHEAR WALLS, AND AT U-0" OC FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 12 INCHES OF EITHER END TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. REFER TO SHEAR WALL SCHEDULE. AT ALL SILL PLATE ANCHOR BOLTS, CONTRACTOR SHALL INSTALL 1/4" x 3" x 3" FLAT PLATE WASHERS. 3. ROOF AND FLOOR FRAMING PROVIDE 1 1/2" BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT 8'-0" OC MAXIMUM UNO. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. PROVIDE TRUSS BLOCKING PANELS FOR ROOF TRUSSES AT SUPPORTS AND SHEAR WALLS, AND WHERE INDICATED ON PLANS AND DETAILS. 4. DIAPHRAGM NAILING ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE PLANS. EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING FRAMING WITH 8d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS. THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. l.�e\��i�tit/_\ l��r�1�7e1►1�1»e��»►1■�:7e��[�7►�y CUTTING AND/OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH IN EXTERIOR AND BEARING WALLS AND SHALL NOT EXCEED 40% OF THE STUD/PLATE WIDTH IN ANY NON -BEARING PARTITIONS. BORED HOLE DIAMETER IS LIMITED TO 40% OF STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60% IN NONBEARING PARTITIONS OR IF STUD IS DOUBLED. MAINTAIN 5/8" MINIMUM EDGE DISTANCE FROM HOLE EDGE. 6. GYPSUM WALLBOARD NAILING ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS OR NO. 13 GAUGE x 1 5/8" @ 7" OC (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING). TYPICAL UNLESS NOTED OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE WALL. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. Type III A construction shall utilize a non combustible materials with the exception of Fire Retardant Lumber IBC 602.3. New exterior framing materials shall be Fire Retardant Treated. LEGEND DEFINITION SYMBOL PPIP,— DEFINITION SYMBOL DIRECTION OF FRAMING EXTENT OF FRAMING NATIVE SOIL GRANULAR FILL STRUCTURAL STEEL RATED SHEATHING SHEAR WALL (SEE SCHEDULE) COLUMN MARK (SEE SCHEDULE) FOOTING MARK (SEE SCHEDULE) I I aI aI aI aI I — — — — COLUMNS COLUMN BEARING ON BEAM BEAM CONTINUOUS OVER SUPPORT CONCRETE WALL BEARING STUD WALL P 0 SWX O NON -BEARING STUD WALL HOLDOWN MARK (SEE SCHEDULE) BEARING STUD SHEAR WALL NON -BEARING STUD SHEAR WALL CMU WALL HANGER MARK (SEE SCHEDULE) FLAG NOTE (SEE PLAN NOTES) STEEL MOMENT FRAME CONN. O /— �V XXXXX ABBREVIATIONS (A) AB ABOVE ANCHOR BOLT HORIZ HORIZONTAL KIP KING POST ALT ARCH ALTERNATE ARCHITECT BELOW KSI KIPS PER SQUARE INCH MECHANICAL MOMENT FRAME MECH (B) MF BLKG BM BLOCKING NS NEAR SIDE OC ON CENTER OPP OPPOSITE PL PLATE PLCS PLACES PSI POUNDS PER SQUARE INCH BEAM BOT BTWN BOTTOM BETWEEN GP CLR COMPLETE JOINT PENETRATION CLEAR CMU CONCRETE MASONRY UNIT COLUMN CONCRETE PSF POUNDS PER SQUARE FOOT POST TENSIONED COL P/T CONIC PT PRESSURE TREATED CONN CONNECTION REINF REINFORCING CONT DBL DIET DIM CONTINUOUS DOUBLE REQ'D REQUIRED SCHED SCHEDULE SIM SIMILAR SOG SLAB ON GRADE DETAIL DIMENSION EA EACH STD STANDARD ELEV ELEVATION EXISTING SW SHEAR WALL EXIST TOC TOP OF CONCRETE EXP EXPANSION FLOOR TOS TOP OF STEEL TOW TOP OF WALL TYP TYPICAL UNO UNLESS NOTED OTHERWISE FLR FDN FTG FOUNDATION FOOTING FS FAR SIDE VFY VERIFY FH FULL HEIGHT GLUE -LAMINATED BEAM VIF VERIFY IN FIELD GLB VERT VERTICAL ENIGINEE RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01/ 22124 J Q F- Z O_ m U In W w 0 d Y 0' Q DESIGN: DMT DRAWN: JQS CHECK: DMT JOB NO: 22036.10 DATE: 01 /22/24 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0095 M 0 m V / L 1 D ~ X O 0 H F- N Q cn o Z 00 W Z O) Q 0 Q Q 5 0 F_ Z U 0 m o O W a�o �, W _ w SHEET: S1.1 v ROOF FRAMING PLAN SCALE: 1/4" = V-0" TYPICAL ROOF FRAMING PLAN NOTES: 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. 2. ROOF SHEATHING SHALL BE 5/8" PI 40/20 WITH 8d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS, COLLECTOR TRUSSES, AND BLOCKING OR TRUSS BLOCKING PANELS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d COMMON NAILS @ 12" OC. REFER TO DETAIL 2/S5.1 FOR SHEATHING LAYOUT AND NAILING. 3. UNLESS NOTED OTHERWISE, HEADERS AT ALL EXTERIOR WALLS SHALL BE 4x8 HF#2 WHERE MAXIMUM SPAN = 5'-5". 4. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN. 5. REFER TO SHEET S3.2 FOR TYPICAL ROOF FRAMING DETAILS. 6. REFER TO DETAIL 3/S3.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 7. REFER TO THE STRUCTURAL NOTES SHEET FOR COLUMNS SUPPORTING TYPICAL BEARING WALL HEADER BEAMS. 8. ALL DIAPHRAGMS UNBLOCKED UNO. 9. HOLDOWNS SHOWN ON ROOF FRAMING PLAN SHALL BE PLACED ON UPPER FLOOR LEVEL. 10. ATTACH ALL ROOF JOISTS TO WALLS BELOW WITH SIMPSON H2.5A HURRICANE TIES. 11. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (1) 2x CRIPPLE STUD & (1) 2x KING STU D. SHEAR WALL SCHEDULE APA-RATED MIN FRAMING AT SHEAR WALL RIM JOIST OR SILL PLATE NAILING TO SILL PLATE ANCHOR FOUNDATION SHEAR TYPE SHEATHING ADJOINING PANEL NAILING BLOCK CONN TO RIM/BLKG BOLT TO SLAB OR SILL PLATE SIZE CAPACITY EDGES (SEE NOTE 5) AT PANEL EDGES TOP PLATE FOUNDATION (PLF) BELOW 15/32" 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW6 ONE SIDE AND BLKG @ 6" OC @ 24" OC 6" OC @ 5'-0" OC 2x 242 15/32" 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW4 ONE SIDE AND BLKG @ 4" OC @ 20" OC 4" OC @ 4'-0" OC 2x 350 15/32" (2) 2x STUD AND 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW3 ONE SIDE 2x FLAT BLKG @ 3" OC @ 15" OC 3" OC @ T-0" OC 2x 455 15/32" 3x STUD AND 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW2 ONE SIDE 2x FLAT BLKG @ 2" OC @ 12" OC 2.5" OC @ 2'-6" OC 2x 595 15/32" (2) 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB 2SW4 BOTH SIDES AND BLKG @ 4" OC @ 10" OC 2" OC @ 2'-0" OC 2x 706 15/32" (2) 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131 x 3" 5/8"0 AB 2SW3 BOTH SIDES AND BLKG @ 3" OC @ 7.5" OC @ 1.5" OC @ 1'-6" OC 2x 910 15/32" 3x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131 x 3" 5/8"0 AB 2SW2 BOTH SIDES AND BLKG @ 2" OC @ 6" OC @ 1.5" OC @ 1'-0" OC 2x 1190 NOTES: 1. REFER TO THE TYPICAL SHEAR WALL DETAIL. 2. THE VALUES IN THIS TABLE ARE APPROPRIATE FOR HF GRADE STUDS AND HF GRADE PLATES & RIM/BLOCKING. 3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT. 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3x AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. 5. WHERE TABLE SPECIFIES (2) 2x FRAMING, CONNECT (2) 2x STUDS AND BLOCKING AS FOLLOWS: SW3 = (2) 0.131" 0 @ 3.5" OC, 2SW4 = 0.131"0 @ 2.5" OC, 2SW3 = (2) 0.131" 0 @ 1.5" OC. 6. NOTE THAT 3x FRAMING MAY BE USED IN LIEU OF (2) 2x FRAMING SPECIFIED IN TABLE. 7. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM. 8. AT ALL 5/8"0 SILL PLATE ANCHOR BOLTS, INSTALL 1/4" x 3" x 3" PLATE WASHERS. EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF SHEATHED EDGE. FOR DOUBLE SIDED SHEAR WALLS, USE WIDER PLATE WASHERS AS REQUIRED TO MEET THIS REQUIREMENT. 9. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. 10. 7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. &47N E: NTS ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01 / 22124 I DESIGN: DMT DRAWN: JOS CHECK: DMT JOB NO: 22036.10 DATE: 01 /22/24 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0095 M 0 0 m m D cy- O I- I- N Q (1) O 00 W Z 0) cy- p a co cy Q 0 (n p :-�: Z cy- O Q T--- r LLI SHEET: Z Q V Z S2ml O GI STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED -r1-------rl- - ------rl-------n-------n-------rl-----T- I.1 I•I I•I I'I I'I I.I I I•I II II II II II II III II II II II II II II II II II II II II I II II II II II II III HEADER PER PLAN I I I I I I I I I I I I I I I I.1 I•I I•I I'I I'I I.I I I. •II II II I II II II II I 1 CRIPPLE STUDS PER I I I I I I I I I I I I I I I I I I PLAN; DO NOT CUT •I j I I I I 1 I FRAMING AT ADJOINING I I 11•I II II II II II III AWAY MATERIAL FROM I I I I I I I I I I I I PANEL EDGES PER SHEAR CRIPPLE STUDS I 1 1 I 1.1 1.1 11' I 1• 1.1 WALL SCHED I 1• 11 I I II I I 11 1 1 11 II I.I I 11 II II 11 Ijl I 11 II I� 1 I II II II 11 11.1 FULL -HEIGHT 1 I•I I 1 1 I I I I 1 I I I I I I 1 1 I I I III 11 II I.1 11 II II II I I HOLDOWN CHORD IIII I.1 I•I I I 1.1 I•I I.I I.I 1. 11•II 11 II I. 1 11 II II II 1 1 1 1 1 1 I I I• I 1 1 I I I I I I 1 1 1 1 1 1 I I I •1 1 1 I I I I I I IIII I.1 I•I I I 1.1 I•I I.I I.I 11•II 11 II I. 1 11 II II II 1 1 1 1 1 1 I I I• I 1 1 I I I I I I 1111 11 II I 1 11 II II II 11•II 11 II I� I 11 II II II 1 1 1 1 1 1 I I I •1 1 1 I I I I I I IIII I.1 I•I I I 1.1 I•I I.I I.I 11•II 11 II I. 1 11 II II II 11 II I•I 11 II II II 11 II I 1 11 II II II AB W/ SIMPSON BP PL WASHER, TYP I•I I I 1.1 I•I I.I I.I II I• I 11 II II II II I.1 11 II II II II I I 11 II II II II I� 1 11 II II II .I I 1 PT SILL PL PER SHEAR I I I A I I I I I I I 1.1 I•I I.I I.I WALL SCHED ICI I• I 1 1 I I I I I I 1-------L J-- J1-- —LL----1L------L CONCRETE FOOTING OR P/T SLAB NOTES: 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. FOR SHEAR WALLS WHERE NO HOLDOWNS ARE SPECIFIED THE FIRST AB SHALL BE LOCATED NOT MORE THAN V-0" AND NOT LESS THAN (7) BOLT DIAMETERS FROM END OF WALL. TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = V-0" AB SIZE AND SPACING PER PLAN AND SHEAR WALL SCHEDULE, TYP ENGINES RING NOTE: 250 4TH AVE. S., SUITE 200 STAGGER SHEATHING 7AS7S7H07W]N 2x OR 3x BLOCKING ONLY IF ,z Lu FOR 2x4 STUDS, PROVIDE SINGLE EDMONDS, WASHINGTON 98020 BLOCKED DIAPHRAGM IS SPECIFIED - � u z ROW OF NAILS STAGGERED EA SIDE PHONE (425) 778-8500 FRAMING MEMBERS Q WITH 1 1/2" EDGE DISTANCE. FOR FAX (425) 778-5536 INTERMEDIATE W/ SPACING PER PLAN `" 0 2x6 STUDS, PROVIDE (2) ROWS OF FRAMING MEMBERS 10 NAILS SPACED AT 2 1/2" W/ 1 1/2" PANEL EDGE NAILING SHEATHING N, EDGE DISTANCE PER SHEAR WALL PANEL, TYP SCHEDULE, TYP I I I I I I I 9" OC MAX SPACING BETWEEN PANEL EDGE NAILING INTO —_ —_ —_ ADJACENT NAILS IN A ROW HOLDOWN CHORDS, TYP CONTINUOUS PANEL EDGES ADJACENTROW I I I I I I I I ARE TO E INTERMEDIATE I I I I I I I I DRIVEN FROM NAILING @ 12" OC I I I I I I I I OPPOSITE SIDES, TYP SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS HOLDOWN ANCHORAGE PER PLAN AND SCHEDULE II L\ II II /1 L\ I I I I AIII- 1/2" TO SHEATHED EDGE PANELEDGE NAILING PER SHEAR WALL SCHED PLATE WASHER PER SHEAR WALL SCHED SUPPORTED PANEL EDGES II II I II II II II _JL_J� DIAPHRAGM BOUNDARY (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS 2 1/4" END 10 DISTANCE, TYP (2) ROWS OF (8) 0.131"0 x 3" NAILS @ 3 OC EA SIDE OF SPLICE AND (2) @ 9" OC ELSEWHERE W/ 1 1/2" EDGE DISTANCE 3" OC \ SPACING II II II II TOPCHORD I I SPLICE AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TO INSTALL THE SPECIFIED 0.131"0 CHORD SPLICE NAILS, THE CONTRACTOR SHALL SPLICE SECTION A -A INSTALL SIMPSON CS20 STRAPS EA SIDE OF WALL AT SPLICE. INSTALL EA STRAP SCALE: 1 1/2" = V-0" W/ (12) 10d AT EA END. WHERE BOTH PLATES ARE CUT, INSTALL CS20 STRAPS AT EA PLATE AND EA SIDE OF THE WALL. 6'-0" MIN BETWEEN SPLICES SPLICES TO OCCUR AT CENTER OF VERTICAL STUDS 0 TOP CHORD SPLICE RnTTnnA CHnRn qpi icF TYPICAL TOP PLATE SPLICE DETAIL SCALE: 1" = V-0" 0.131"0 x 3" NAILS, TYP (5) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS TYPICAL BUILT-UP STUD COLUMN DETAIL SCALE: 1" = 1'-0" SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN 6' SPAN) (6) 0.131"0 x 3" NAILS TYPICAL STUDS NAILING PER TYP BUILT-UP STUD COLUMN DETAIL AT HOLDOWNS: PROVIDE FULL HT HOLDOWN CHORDS PER HD SCHED. OTHERWISE: (1) 2x FULL HT TYPICAL HEADER DETAIL SCALE: 1" = 1'-0" EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC (2) ROWS OF 0.131" 0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP TYP DOUBLE TOP PLATE BEAM OR HEADER PER PLAN AND NOTES CRIPPLE STUDS PER PLAN AND COLUMN SCHEDULE OR STRUCTURAL NOTES A. CORNER INTERSECTION B.'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL SCALE: 1" = 1'-0" 2x6 STUD @ 2x4 CROSS WALL 2x8 STUD @ 2x6 CROSS WALL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 15 M T q� o� WAs8 rn. 45i 01 ssI0 01 / 22121 W � a N O Y Q DESIGN: DMT DRAWN: JOS CHECK: DMT JOB NO: 22036.10 DATE: 01 /22/24 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0095 M V / 0 m C c W D 0 E2 0 Q i/0 0 00 Z cy— 0 Q DNa or Q 11..�� 0 I ) 0 Z 0 m 0 0 m0:2 0 Q T--- 0 W �j SHEET: S3ml 4m llm�lh6 ROOF SHEATHING AND NAILING PER ROOF ENGINEERING FRAMING PLAN NOTES DIAPHRAGM BOUNDARY 250 4TH AVE. S., SUITE 200 NAILING PER ROOF EDMONDS, WASHINGTON 98020 FRAMING PLAN NOTES PHONE (425) 778-8500 DIAPHRAGM EDGE NAILING FAX (425) 778-5536 FULL DEPTH BLKG RIPPED TO MATCH SLOPE OF ROOF 2x LEDGER W/ (3) 1/4"0 x 4" SIMPSON SIDS SCREWS EA STUD SIMPSON SLOPED ROOF RAFTERS HU HANGER PER PLAN ROOF JOIST PER 2x4 BLKG W/ SILL PL STRUCTURAL PLAN. NAILING PER SHEAR /// SLOPE PER ARCH WALL SCHED PROVIDE BOUNDARY SIMPSON H2.5A TIE NAILING AT TOP PLATE PER SHEAR WALL SCHEDULE STUD WALL FRAMING PER PLAN NOTES SHEATHING AND NAILING , . .. PER PLAN AND SHEAR EXIST WALL EXIST WALL p� WAS8I?tj WALL SCHEDULE FRAMING FRAMING PT SILL PLATE PROVIDE rn. EXPANSION ANCHORS PER SHEAR WALL SCHED 901 �i ti DIAPHRAGM EDGE NAILING ssI0 2x LEDGER W/ (3) 1/4"0 x 4" 0 22121 I I DIAPHRAGM EDGE SIMPSON SIDS SCREWS EA STUD �� —I NAILING SIMPSON SLOPED -� HU HANGER ROOF JOIST PER . STRUCTURAL PLAN. f SLOPE PER ARCH J Q SECTION SECTION SECTION z� O U (n W Lu Q d W � Q N r-I O Y DESIGN: DMT DRAWN: JOS CHECK: DMT JOB NO: 22036.10 DATE: 01 /22/24 RECEIVED Jan 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2024-0095 M 0 0 � m Q m W D 0 F O Q (Al o C� 00 Z � 0 � V) Q or >-LL- 0 V) O � z 0 m o O mom O Q T--- 0 _ w SHEET: S3m2