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REV 1 APPROVED BLD BLD2022-0076+STRUCTURAL_Plan+4.28.2022_11.47.26_PM+2835542r> r A.B. ANCHOR BOLT EL. ELEVATION O.F. OUTSIDE FACE ABV. ABOVE ENG. ENGINEER O.H. OPN'G OVERHANG OPENING ADD'L ADDITIONAL EQ. EQUAL ORNT. ORIENTATE(ION) ADJ. ADJACENT E.S. EACH SIDE P.A POST ABOVE ALT. ALTERNATE EXIST. EXISTING APPRX. APPROXIMATE EXT. EXTERIOR P.8 POST BELOW ARCH. ARCHITECTURAL FFE FINISHED FLOOR ELEVATION PAR, PARALLEL @ AT FAB. FABRICATION PERP. PERPENDICULAR B. BOTTOM FND. FOUNDATION PL. PLATE BEL. BELOW FIN. FINISHED) QTY. QUANTITY BLDG. BUILDING FLG. FLANGE REF, REFERENCE BNDRY. BOUNDARY FLR. FLOOR REQ'D REQUIRED B.O. BOTTOM OF... F.O. FACE OF... R.O. ROUGH OPENING BRDG, BRIDGE(ING) FRM'G FRAMING SCHD. SCHEDULE BRIG. BEARING F.S. FAR SIDE SHT. SHEET B/W BETWEEN FTG. FOOTING SIM. SIMILAR CANT. CANTILEVERED) GB GRADE BEAM SKW. SKEWED) C.G. CENTER OF GRAVITY GRD. GRADE SPC. SPACING CENTERLINE GWB GYPSUM WALL BOARD SQ. SQUARE CLR. CLEAR HDR. HEADER STD, STANDARD COL. COLUMN HORZ. HORIZONTAL STGR. STAGGER CONN. CONNECTION I.F. INSIDE FACE STIFF. STIFFENER CONST. CONSTRUCTION INT. INTERIOR STL. STEEL CONT. CONTINUOUS JST. JOIST STRCC. STRUCTURE(AL) CTSK. COUNTERSINK K KIPS (1000 POUNDS) SYM. SYMETRICAL DBL, DOUBLE LAT. LATERAL T. TOP 0, DIA. DIAMETER L.F. LINEAL FEET THRD. THREADED) DIAG. DIAGONAL MAT'L MATERIAL TMPRY. TEMPORARY DIAPH. DIAPHRAGM M.B. MACHINE BOLT (A307) T.O. TOP OF... do DITTO (DO OVER) M.D. MID -DEPTH TRANS. TRANSVERSE D DEPTH MFR. MANUFACTURER TYP. TYPICAL DWG. DRAWING MTL. METAL UBC UNIFORM BUILDING CODE DWL. DOWEL (N) NEW MEMBER U.N.O. UNLESS OTHERWISE NOTED (E) EXISTING MEMBER N.S. NEAR SIDE VERT. VERTICAL EA. EACH N.T.S. NOT TO SCALE VFY. VERIFY E.F. EACH FACE O.C. ON CENTER W/ WITH W.P. WORK POINT C.I.P. CAST IN PLACE EMBD. EMBED(DMENT) P/T POST TENSIONED C.J. CONTROL JOINT JT. JOINT REINF. REINFORCEMENT CMU CONC. MASONRY UNIT LT. WT, LIGHT WEIGHT STIR. STIRRUP CONC. CONCRETE MAS. MASONRY WWF WELDED WIRE FABRIC E.J. EXPANSION JOINT P/C PRECAST CONCRETE f CONNECTION COMMON OR BOX NAILING 1. JOIST TO SILL OR GIRDER, TOENAIL------------------3 - 8d 2. BRIDGING TO JOIST, TOENAIL EACH END ----------------2 - 8d 3. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL----16d @ 16" O.C. 4. TOP PLATE TO STUD, END NAIL--------------------2 - 16d 5. STUD TO SOLE PLATE - - - - - - - - - - - - - - - - - - - - 4 - 8d TOENAIL OR 2 - 16d END NAIL 6. DOUBLE STUDS, FACE NAIL - - - - - - - - - - - - - - - - 16d @ 24" O.C. 7. DOUBLE TOP PLATE, FACE NAIL - - - - - - - - - - - - - - - - 1 6d @ 16" O.C. 8. TOP PLATE, LAPS AND INTERSECTIONS, FACE NAIL-------- 2 - 16d 9. CONTINUOUS HEADER, TWO PIECES - - - - - - - - - - - - - - 1 6d @ 16" O.C. ALONG EACH EDGE 10. CEILING JOISTS TO PLATE, TOENAIL--------- ---- ---3 - 8d 11, RAFTER OR TRUSS TO PLATE, TOENAIL -----------------3 - 8d 12, BUILT - UP CORNER STUDS ------------------16d @ 24" O.C. 13. BUILT - UP GIRDER AND BEAMS ---------------16d @ 12" O.C. 14. SOLID BLOCKING TO SUPPORTS, TOENAIL---------- 16d @ 12" O.C. 15, POST AND BEAM OR GIRDER CONSTRUCTION -------PROVIDE POSITIVE CONNECTION AGAINST UPLIFT AND LATERAL DISPLACEMENT B.F. BRACED FRAME LLH LONG LEG HORIZONTAL WTS WELDED THREADED STUD TYPICAL NAILING SCHEDULE CP COMPLETE PENETRATION LLV LONG LEG VERTICAL X-STG EXTRA STRONG GA. GAGE MRF MOMENT RESISTING FRAME XX-STG DOUBLE EXTRA STRONG GALV. GALVANIZED WHS WELDED HEADED STUD HSB HIGH STRENGTH BOLT B.N. BOUNDARY NAIL HGR. HANGER P.T. PRESSURE TREATED) CAM. CAMBER ED) L.S. LAG SCREW SHTG SHEATHING d PENNY NAILS) LDGR. LEDGER SS SELECT STRUCTURAL D.F. DOUGLAS FIR LSL TIMBER STRAND BEAM T&G TONGUE AND GROOVE E.N. EDGE NAIL LVL MICROLLAM BEAM TJ TRUSS JOIST MACMILLAN F.N. FACE NAIL PLYWD. PLYWOOD T.N. TOE NAIL GLB GLUE -LAMINATED BEAM PSL PARALLAM BEAM H.F. HEM -FIR iHEAR WALL REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION w- w elffir BUILDING OFFICIAL May 09 2022 APPROVED DATE PANELPANEL EDGE FASTENPLATEBOTTOM ILL T C T MARK SHEATHING EDGE NAIL TOP PLATE T T i 13 FRAMING D l NAILINGPLATE ANCHORING FRAMINGL TO CONCRETE 1 7/16" PLY. or O.S.B. ONE SIDE 2x STUD 8d @ 6"o.c. A35 CLIPS @ 18"o.c. TO SINGLE ROW BLK'G OR JOIST 16d @ 6"o.c. 2X 5/8" 0 x 10" A.B. @ 48"o.c. 241 2 7/16" PLY. or O.S.B. ONE SIDE / 2x STUD 8d @ 4"o.c. A35 CLIPS @ 12"o.c. TO SINGLE ROW BLK'G OR JOIST 16d @ 4"o.c. 2X 5/8"9� x10" A.B. @ 32"o.c. 350 3 7/16" PLY. or O.S.B. ONE SIDE 3x STUD 8d @ Yo.c. A35 CLIPS @ 8"o.c. TO SINGLE ROW BLK'G OR JOIST 16d @ 3"o.c. 2X 5/8"� x1O" A.B. @ 16"o.c. 455 TWO ROWS LTP4 CLIPS TWO ROWS 4 7/16" PLY. or O.S.B. TWO SIDES 3X STUD 8d @ 3"o.c. @ 9" OC TO DBL ROW 16d @ 3" OC 3X 5/8"0 x12" A.B. @ 16"o.c. 910 1 1 BLKG OR JOIST U.N.O. SHEARWALL ROTES; INDICATES SHEAR WALL TYPE PER SHEARWALL SCHEDULE AND PLAN. 1. INDICATES SHEAR WALL CAPACITY (lbs./ft.) 2. SHEARWALL PLYWOOD & NAILING CONTINUES FOR FULL LENGTH OF WALL SECTION U.N.O. 3. ALL ANCHOR BOLTS SHALL HAVE 3" x 3" x 0.229" HOT DIPPED GALVANIZED PLATE WASHERS. 4. SOLID BLOCK ALL UNSUPPORTED PANEL EDGES PER SHEAR WALL SCHEDULE. 5. NAILING APPLIES TO ALL PANEL EDGES, TOP AND BOTTOM PLATES AND EDGE BLOCKING. 6. STAGGER EDGE NAILING AT ABUTTING PLYWOOD EDGES. 7. USE 8d (2 1 /2" X 0.131 " COMMON NAILS) 8. FIELD NAIL PLYWOOD SHEAR WALLS W/ 8d @ 12"o.c.. 9. PROVIDE SOLID BLOCKING, DOUBLE FLOOR JOISTS OR BEAM PER PLAN UNDER ALL SHEAR WALLS 10. FACE NAIL PLYWOOD TO EACH MULTIPLE STUD AT HOLDOWN LOCATIONS WITH SAME EDGE NAILING PATTERN. 11. SEE GENERAL STRUCTURAL NOTES SHEET S1. 12. AT TWO SIDED PLYWOOD SHEARWALL, ALTERNATE ABUTTING PANEL EDGES ON EACH SIDE OF THE WALL TO FALL ON DIFFERENT FRAMING MEMBERS. 13. AT EXISTING CONCRETE ANCHOR BOLTS CAN BE SUBSTITUTED WITH 5/8" DIAMETER EXPANSION BOLTS WITH 7" MIN EMBEDMENT AT THE SAME SPACING AS SPECIFIED FOR ANCHOR BOLTS. 1 /2" CDX PLYWOOD, INDEX 32/16, UNBLOCKED, LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS AND SHEARWALLS---------8d @ 6"o.c. ALL SUPPORTED EDGES -----------__.--------8d @ 6"o.c. FIELD -----------------------------------8d @ 12"o.c. NOTE: ROOF SHEATHING TO CONTINUE UNDER ROOF OVERFRAMING. 3/4" T&G, CDX PLYWOOD, INDEX 40/20, UNBLOCKED, LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS AND SHEARWALLS---------8d @ 6"o.c. ALL SUPPORTED EDGES --------------------8d @ 6"o.c. FIELD-------------- --8d @ 10"o.c. 21. PLYWOOD SHEATHING SHALL BE GRADE C-D. EXTERIOR GLUE OR STRUCTURAL 11, EXTERIOR GLUE IN CONFORMANCE r,•r ORIENTED STRAND BOARD OF + THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION r AND NAILING REQUIREMENTS. TREATED22. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE ■ , APPROVED ■■ ■ TIMBER23, ! !• r OUT r NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY,, SPECIFIED THEIR CATALOG NO. C-C-2021 EQUIVALENTDEVICES BY OTHER MANUFACTURERS MAY SUBSTITUTED PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER r SIZE OF FASTENERS SPECIFIED BY MANUFACTURER. CONNECTORS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ! !STRAPS CONNECTTWO MEMBERS, PLACE ON -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. OTHERWISE,PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED t BE COMMON, ALL SHIMS SHALL BE SEASONED,rrRr AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH -U SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMSCONNECTED TO FLUSH BEAMS WITH U SERIES HANGERS. ALL TRIPLE -JOIST 1' r TO FLUSH BEAMS REQUIREMENTS:24. ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A. MINIMUM NAILING OTHERWISE NOTED, BE ACCORDANCE TABLE 2304.10.1 OF C. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH ■ r DOUBLE JOINT,r r DOUBLE JOSIDE OF OPENINGS FLOORSAND ROOFS DRAWINGS.TAILED OTHERWISE. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL D. PROVIDE 2x10 HEADERSOVER AND DOUBLE rS EACH SIDE OF ALL OPENINGS IN STUD:, NOT DETAILED OTHERWISE. E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. F. PROVIDE C! ! SOLID BLOCKING ! ! WALLS ' G. TRUSS MANUFACTURE TO PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AND TRUSS LATERAL BRACING. 1. WALL FRAMING ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16"o.c. AT INTERIOR WALLS AND 2x6 @ 16"o.c. AT EXTERIOR WALLS. J. USE FULL LENGTH STUDS (BALLOON FRAME) ON EXTERIOR WALLS AT STAIRWAYS AND AT VAULTED CEILINGS. K. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS AT 12" o.c. STAGGERED. L. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12"o.c. STAGGERED UNLESS SHOWN OTHERWISE. M. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE I.B.C. N. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 6" o.c. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS @ 6'-O"o.c. UNLESS SHOWN OTHERWISE. 0. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) 8d @ 6"o.c. AT SHEET EDGES 8d @ 12"o.c. AT INTERMEDIATE BEARING POINTS P. ALL GIRDER TRUSSES, BEAMS AND HEADERS TO HAVE FULL BEARING WIDTH SUPPORT AND A MINIMUM OF 2 - 2X BEARING STUDS U.N.O. 0. ALL POSTS TO CONTINUE DOWN TO FOUNDATION U.N.O. R. ALL WALLS SHALL BE 2x4 STUDS @ 16 o.c. AT INTERIOR WALLS OR UNHEATED AREAS, AND 2X6 @ 16" O.0 . AT EXTERIOR WALLS U.NO. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE P.T. POST PER PLAN EMBED POST TO BOTTOM OF FOOTING AS SHOWN----,,,, Q 1 00 FINISH GRADE- -7 CONNECTION PER PLAN COMPACT SOIL ALL AROUND FOOTING. 300 PSF ALLOWABLE LATERAL SOIL -BEARING PRESSURE SOILS ENGINEER VERIFY 911, #4 X 1' - 8" DOWELS THRD CL OF POST IN 1 /2" 0 HOLES 24" 0 X 4' -0" CONCRETE FOOTING .GENERAL STRUCTURAL NOTES THE FOLLOWING APPLY UNLESS SHOWN t OTHERWISE ON THE PLANS. i 1. ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (I.B.C) (2018 EDITION). 2. DESIGN CRITERIA ROOF LIVE LOAD . . ..... < ...... . . . 25 PSF ROOF DEAD LOAD . .. .. . . . . . .. ... . . 15 PSF FLOOR LIVE LOAD (RESIDENTIAL) . . . . . . . . . 40 PSF FLOOR DEAD LOAD ........ 15 PSF WIND . . . . . . .... ... .. .... . . .. 110 MPH (3 SEC. GUST) , EXPOSURE "C" EARTHQUAKE . . ... . . . .. . .. . ..... SEISMIC USE GROUP 1, SITE CLASS D ALLOWABLE SOIL PRESSURE , . . . . . . . . . . 1,500 PSF (Natural soils or compacted fill) SOILS ENGINEER OR BUILDING OFFICIAL VERIFY 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK, 6. 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. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER, 8. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 9. SHOP DRAWINGS FOR MANUFACTURED TRUSSES, SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. 10. INSPECTION: EXPANSION BOLTS, THREADED EXPANSION INSERTS, AND EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH 2O18 IBC, AS REQUIRED BY THE PERMIT ISSUING AGENCY AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT OR ENGINEER. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE: FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. E >CNI 11. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY: THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. TESTING LAB AND SOILS ENGINEER TO VERIFY THAT NEW FOOTINGS WILL NOT HAVE AN EFFECT ON EXISTING SURROUNDING FOOTINGS. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. ALLOWABLE SOIL PRESSURE . . . . . . . . . . . . . . . . . .1,500 PSF. 12. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 1 /2 SACKS OF CEMENT PER CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. CONCRETE DESIGN IS BASED ON A CONCRETE STRENGTH OF f'c = 2500 psi ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO I.B.C. THE AMOUNT SHALL BE 4% +/-- 1 % BY VOLUME. CONCRETE DESIGN IS BASED ON A CONCRETE STRENGTH OF f'c = 2500 psi. 13. REINFORCING STEEL SHALL BE GRADE 60, Fy = 60,000 PSI. 14. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS} IN ACCORDANCE WITH THE LATEST ACI STANDARDS. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS 2'-0" MINIMUM). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2'-0" MINIMUM). LAP ADJACENT MATS OF WELDED WIRE FABRIC ONE FULL MESH (MINIMUM OF 8") AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 15. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . .. . . . . . . . . . . .. ..... .. . 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER #6 BARS OR LARGER) 2" 5 BARS OR SMALLER) < , 1-1/2" 16. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 17. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. sm 18. BOLTS SHALL CONFORM TO ASTM A307. EXPANSION BOLTS SHALL BE "PARABOLT" OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 19. ALL HARDWARE, BOLTS, NUTS, WASHERS, AND NAILS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT DIP GALVANIZED. M 20. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CONFORMANCE WITH W,C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER , LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x MEMBERS) HEM -FIR NO. 2. 4x BEAMS AND STRINGERS DOUGLAS FIR NO. 2. 6x POSTS AND TIMBERS DOUGLAS FIR NO. 1. STUDS, PLATES AND MISC. LIGHT FRAMING DOUGLAS FIR OR HEM -FIR STANDARD GRADE. TOP AND BOTTOM PLATES AT BEARING WALLS DOUGLAS FIR CONSTRUCTION GRADE. BOLTED STUDS, LEDGERS AND PLATES DOUGLAS FIR, STANDARD GRADE. 2x6 STUDS AND PLATES DOUGLAS FIR OR HEM FIR NO. 3/STUD GRADE. GLUED LAMINATED BEAMS (24F - V4) PARALLAM (PSL) (2,OE) MICROLLAM (LVL) (1.9E) ABG4 QNSULTtNG !E.-`/.GINEERS ■ N V e 1 1322 34TH. DR. S.E EVERETT, WA 98208 TEL: (425) 338 0342 E-MAIL: INF13@sASCOEN I3INEERS. COM WES SITE: SABCOENOINEERS,COM PA11- Z,7 Za v-- DEC 22, 2021 aD Y ,., _ _ RESUB1 ON REVISION Apr 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Iy 0111111 -: DEC 22, 2021 S1 ROOF PLY. ROOF PLY. EDGE NAILING 4'-0" MIN PER PLAN 2X VENTED SOLID END OF PLATE BOTTOM PLATE NAILING STUDS PER PLAN BOTTOM PLATE NAILING STUDS PER PLAN BLOCKING (TOE NAIL PER SHEARWALL SCHEDULE PER SHEARWALL SCHEDULE W/ 3- 16d NAILS EA. END TO RAFTER - 25 16d FLOOR PLYWOOD Z FLOOR PLYWOOD PER PLAN Z 16d @ PER PLA 16" o.c. PLWOOD SHEARWALL PER PLAN PLY. EDGE PLWOOD SHEARWALL �/� PER PLAN ROOF PLY. EDGE NAILING A35 CLIPS PER � (TYP.) NAILING ---�� SHEARWALL SCHEDULE PYWOOD PLY. EDGE NAILING PER SHEARWALL SCHEDULE A35 CLIPS P£ �- -� PLY. EDGE NAILING PER _ RAFTERS PER PLA 435 CLIPS P£R SHEAR SHEARWALL SHEARWALL SCHEDULE WALL SCHEDULE 2X RIM JOIST SCHEDULE H2.5 HURRICANE TIES @ 24" O.C. PLY. EDGE NAILING PER PLY. EDGE NAILING PER = SHEAR WALL SCHEDULE SHEARWALL SCHEDULE RAFTER ABOVE RAFTER PER PLAN SHAPED PLATE SHEARWALL PLY. PER PLAN JOIST PER PLA JOIST PER P PLY. EDGE NAILING SHEARWALL NAILING PER -- STUDS PER PLAN SHEARWALL SCHEDULER — PLWOOD SHEARWALL PLWOOD PER PER PLAN SHEARWALL SCHEDULE STUDS PER PLAN STUDS A35 CLIPS PER "--- STUDS PER PLAN NOTE' SPLICE AND NAIL TOP PLATES AS SHOWN AT ALL EXTERIOR WALLS SHEARWALL SCHEDUL AND SHEARWALLS. ELEVATION, FRAMING PERPENDICULAR SHEAR FLOW AT OFFSET WALLS INTERIOR SHEARWALL 3 TYPICAL AVE TYP. TOP PLATE SPLICE TO EXTERIOR SHEARWALL 2 TO ROOF ABOVE �- FLOOR PLY. EDGE NAIIING PER 2-2x STUDS PYWOOD— SHEARWALL PYWOOD SHEARWALL WALL PER HOEDOWN PER PLA PER STUDS PER PLAN PLY. EDGE NAILING PER SHEARWALL SCHEDUL �______ BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE PLYWOOD PER PLAN SIMPSON MST STRAP TIE /,1 - 2 2x STUDS AT EACH HOLDOW LL LHOLES PYWOOD JOISTS PER PLAN W/ 10dA x 2PER 1 /8'I' LONG BOTTOM PLATE NAILING STUDS PER PLAN EDGE NAILING. PLYWOOD COMMON NAILS PER SHEARWALL SCHEDULE TO EACH DOUBLE STUD. 2x SOLID BLOCKING ABOVE SHEARWAL JOISTS PER PLAN Q 8d @ 3" O.C. PLY. Z PLY. EDGE NAILING a FLOOR TO BLOCKING�y PLWOOD SHEARWALL "� PER PLAN SHEARWALL SCHEDUL STUDS PER PLAN 2x SOLID BLOCKING SIMPSON MST STRAP TIE PER PLAN, FILL ALL HOLES W/ PLWOOD PER UNDER SHEARWALL 10d x 2 1 /8" COMMON NAILS FLOOR PLYWOOD SHEARWALL SCHEDU PER PLA PLY. EDGE NAILING PER BOTTOM PLATE NAILING SHEARWALL SCHEDULE SHEARWALL PLWOODEPLAN PER SHEARWALL SCHEDULE JOIST PER FLOOR PLY. EDGE NAILINGA35 CLIPS PER PER PLAN z PLAN 2 X RIM JOIST PYWOOD SHEARWALL SCHEDULE -�"" STUDS PER PLAN PLY. EDGE NAILING PLY. EDGE NAILING PER SHEARWALL SCHEDUL -�"� BOTTOMALL PLATENAILINGPER FLOOR PLY. EDGE NAILING PER SHEARWALL SCHEDULE DOUBLE JOIST OR BEAM Q PER PLAN FLOUR PLYWOOD wc� BELOW SHEARWAL 2 X SOLID BLOCKING, PLWOOD SHEARWALL — .,..�,.._ ,lk 1' - 6" LONG PER PLAN IN JOIST HANGERS JOIST ABOVE SHEARW L JOISTS PER PLAN BEND STRAP BEAM OR MULTIPLE EDGE NAIL PLYWOOD @ 48" JOISTS PER PLAN AROUND BEAM JOIST PER PLAN TO EACH DOUBLE PLY. EDGE NAILING PE STUDS PER PLAN STUD (TYP.) SHEARWALL SCHEDUL SHEAR WALL A35 CLIPS PER PLWOOD PER L = STRAP LENGTH SHEARWALL SCHEDUL SHEARWALL SCHEDU 2-2x STUDS ELEVATION PER HOEDOWN FRAMING PARALLEL INTERIOR SHEARWALL INTERIOR. SHEARWALL MST HOLDOWN AT FLOOR MST HOLDOWN AT FLOOR 7 B 9 10 TO EXTERIOR SHEARWALL TO FLOOR ABOVE TO FLOOR BELOW EDGE NAIL PLY, TO EACH STUD NEW EXISTING c • • • (3) 2X6 STUDS SIMPSON HD78 HOEDOWN 1 /2" DIAM. LAG 2X STUD WALL PLY. PER SHEAR WALL • ° ° W/ 3)- 3/4 DIAMETER SCREWS @ 24" O.C. STUDS PER PLAN PLY. PER SHEARWALL PLY PER SHEARWALL SCHEDULE THRU BOLTS SCHEDULE SCHEDULE 2-2X STUDS @ EACH 2X STUD WALL SILL PLATE SILL PLATE W/ HOEDOWN ''-------_._.. EDGE NAIL PLYWOOD A.B.'S PER TO EACH DOUBLE STUD z w • ° • A.B. PER SHEAR WALL FOOTING FOOTING SHEARWALL SCHEDULE SIMPSON MST60 HOT o Cr SAW CUT CONCRETE PLY. EDGE NAILING • ° • ... SCHEDULE 2-#4 CONT. -- _ DIPPED GALVANIZED J SLAB TO ACCOMMODATE 0 .. . EMBED HORIZONTAL PLY, NAILING PER NAIL TO STUDS W/ _ �w NEW FOOTING #4 CONT. REINFORCEMENT EXISTING SHEARWALL SCHEDULE 1 /2 DfAM. HOT 34 -� 1 Od COMMON NAILS MIN. Q w 7 • ,.. OF NEW FOOTING CONCRETE SLAB X DIPPED GALVANIZED AND NEW WALL THRU BOLTS IN 4" INTO EXISTING = _ EXISTING CONCRETE FOOTING AND EXIST. WALL IN HIGH #4 @ 16" O.C. EA. WAY ' N i li �nrl�I AS SHOWN W/ NUT &WASHER 6„ �� p �� m lWE i ffiV 7/8 ALL THREAD ROD, EMBED 12" MIN. IN CONC. STRENGTH EPDXY -- ---� GROUT ANCHOR BOLTS 5 1 /4" irl_°. ` ° 2 - 4 CONT. AT BOTTOM # CONCRETE 2- BP1 BEARING PLATES 2-#4 CONT. r+/- 3" FOUNDATION DRILL AS REQUIRED TO ACCOMODATE BOLT SIZE 16" 17 6" MIN. NUT =I IITI- EXISTING ELEVATION 3" 6" 3" 6„ MINL FOUNDATION 1'-0" MIN. VERIFY WALL EXISTING TO NEW FOOTING EXTERIOR WALL TO FOOTING MST60 HOLDOWNTYPICAL INTERIOR TYPICAL HD7B HOLDOWN 1 � � � 3 � � � BEARING j S HEAR WALL 1 1322 34TH. DR. S.E EVERETT, WA 98208 TEL: (425) 338 0342 E-MAIL: INFO@SASCOENOINEER$. CGM WES SITE: SASCOENOINCERS.COM A-PRA- 24 , t-7--L DEC 22, 2021 FOR STRUCTURAL AT REMODEL N �.. 0 NM WM W0 L3 JZ CL to 0► Q r3 t0 t() Np d Z 100 REVISION Apr 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS BY: DEC 22, 2021 JOB: 20070 DRAWN: KYS SCALE: 3/4"= 1'-011 S2 A® T® ® A 1 /"4 T A T 1'4 EXIST. FINISH EXIST. FINISH 0 q�p FTG. wAlk C`^r 0 0171AI 14-5 it LL 0 0 _J LL uj z cd z 0 a 0 z 0 LL x LL1 10 (1 in Fo(/l BOA-�) /,/ c, vaSI-) �o A P P "L 2.7® 2-•a 7. Z_ �v% f _ °1 A. Ra_auV o `vv ro r �4 tAA6,,e- cor4cjae too ! ca N Mc---r �I PRO>Poye i i:-ACO vvAy, A 1 V V R Lo GrN �a`• Ti H c Faate ME 1.) SEE GENERAL STRUCTURAL NOTES ON SHEET 51. INDICATES 5IMP60N MSTC (oO STRAP TO EDGE OF SHEAR WALL A50YE PER DETAIL 13 S®2 INDICATES SIMPSON HD15 HOLDOWN TO EDGE OF SHEAR WALL A50VE PER DETAIL la S®2 STRUCTURAL POST AS MAi APPLY. INDICATES NEW CONCRETE FOOTING PER �4.� '` :`:` FOOTING SCHEDULE ON SHEET 51. FOOTING DESIGNATION. FOOTING DIMENSIONS IN HORIZONTAL PLANE. fzt�:t hfA41.17i Z� 7 z_._- (VI, A7 /q.90 s -r"O A, 0 "44 -`Z n �I • • ,00aoo f - • y to cli cli n o uj 7w e z w W A A Nil rLmv&FA '' AT J004" N PIN 11-011 v`U IL CTDI� Nf1TF(Z• 1.) SEE GENERAL STRUCTURAL NOTES ON SHEET 51. 2.) SHEAR WALL DESIGNATION: GRAPHIC EXTENT OF SHEAR WALL 3 SHEAR WALL TYPE PER SHEAR WALL 1p_ptSCHEDULE ON SHEET 61. I TYF' INDICATES MIN. LENGTH OF SHEAR WALL. 4 I 3.) �-- - - INDICATES NEW RAFTERS, 2 x (o HF*2 T� P. DBL. TOE 5-2 i 124" O.C. FOR 5PAN5 LE55 THAN EQUAL PLATE SPLICE S -2 SPANS GREATER THAN 9'-t12,AND LESS r '-0" 3' �" THAN OR EQUAL TO 12'-1" (U.N.O.) /\ 4 a DF#2� 3 4 x 0 DF#2 3 3 -- - DF I H R. NEWS 1HDR. NEW NEW , 4.) ALL NEW BEAMS AND HEADERS TO HAVE FULL BEARING F""..* - F•" --• WIDTH SUPPORT AND A MINIMUM OF (2) 2 x STUDS CU.N.OJ 1 4 x a F#2 HDR. NEW , t� `�• 5.) GENERAL CONTRACTOR TO VERIFY THAT ANY REMOVED wl WALLS ARE NOT SUPPORTING EXISTING ROOF FRAMfNG KITCHEN AND �� I# + �° , ;/ I AND TO NOTIFY ENGINEER OF RECORD BEFORE 2. tL �� \'� COMMENCING ANY WORI< 0 CM MSTR. 3 z X,z ` I11 x O U P �' ;,� x (o.) ALL EXISTING ROOF BRACING AT REMOVED WALL TO BE H N N N N N A Q a n �o N a N c~. w w 0 0 O 00 00 W W as*T�® W5-2 z u�l� �°� L i\�� SUPPORTED BY NEW BEAM IN A DEFERRED SUBMITTAL IF z z MASTER \ BATH ! X z -f� / �+ �� •�� / NOT 3, I REQUIRED.NE J = I BEDROOM \\ 11z + �� '� r w _ B TH �L v2 x �� /FAMILY/ ! � 1.) ALL WINDOW HEADERS ARE EXISTING AND UNCHANGED U U (24F--V4) LOW Bl"1. ��0 , CU.N.O.) z z i - - - - -___ __ _ _-__-_____- - DINING RM. `� NEW 4 x 0 DF#2 NE 4 x 0 DF#2 GL 5-1/2I� x e" (24FmV4) �• EXIST. RAFTERS LOW SEAM �� ! O - - Ur U' UNCHANGED HALLWAY CLOSET Q9 `�' — — — — — — ti CAL 3/4 x 9 �241=®U4� I _ _ _ 00 cu EXIST. RIDCaE LINE � HGUS (o.aa/IO . - -'LOW SEAM -- ! of w a' ��\ HANGED: ", , . ., C� (� \ 4 x 4 DF#1 POST W/ p� W vi C \\EPC� Z j�OST C 4P.TYP. u- ® / ` 5-2 K 6 U c ® I C x &�DF4tIi SOS NN T SEE NOTE 3. 0 LL I / �� ► rar r I s T� . �� v ( c Fi SEE TYP- (ROOF �t (fir" w 1 `'�< ! SHEATHING AT 3�8 ' ptAM X ► I i w Ur i BEDROOM / BED -B OOM ; E �IP SEAT N AT S 19, � -� ADDITION NOTE �� _s 5tq , ® v ( NQr L NQe 1 Z� EXIT �AFTER_� (jt �% ON S{�FFT �l. �%.r`'? �j cn LIVII�QOO \ LL I I-- C x x i 1 5 2 I ILLI�� =E �1 o °- / W-ZiENT0-1 RY/ S >� 1�1,�\� NEW x 10 DF 2 #-4DP z pp U i� rkir XZ ��Iz 3 I O .. -- N VLV � i X1 . O u�u 21_ tt — — 21_3tt L� U o0 0 LL AVERIFY VERIFY 3,. , \ I 5-2 SIM. !! W Z I / :;::: :.:::::::......::a:. �, J f ...L f,.- ^7- •:: r.w+r.:•::.:;•Jrr:': ir::•;:•iri:::':i•: r.:.... x0" .ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" t:;:.; STRUCTURAL NOTES: ................................. .::. i.) SEE GENERAL STRUCTURAL NOTES ON SHEET 51. ;,;.:> f: ®� 2.) SHEAR WALL DESIGNATION: A GRAPHIC; EXTENT OF SHEAR WALL �� GRAD E E �� Q®� 3 SHEAR WALL TYPE PER SHEAR WALL �� 10'-0" SCHEDULE ON SHEET 51. ............... 0p�� NEW STAIR �� 0 + �� ``�` INDICATES MIN. LENGTH OF SHEAR WALL. Rai P�� 7, �� ® �'�'`' �� r -_�^#� 1. INDICATES ONE SIMPSON MST C52 STRAP TO:: ::::::: l + EDGE OF SHEAR WALL ABOVE PER DETAIL TYFP DPL. TOP I I r a PLATE SPLICE. I 5 1. 1. uP j �� 2 OR 1 � 5-2 1 1 I x, T. 4 Oil 2 4 x D 2� P. #. 2 x 4.) ALL WINDOW HEADERS ARE EXISTING AND UNCHANGED CL H EW 4 x 10 DF HDR. NEW NF 1 24 O.C. X 4 x a � !11 Mira`/� �% �o EDP NEW B�H & 1. ! LAU N RY RM . �, !II rt TYP. 1. BEDROOM ! :I 11 JI la ,} 2X'� iF�- NEW 2 x 10 HF#2 1�" O.C. NO. 1 ,�1 - ! r X 11�! 4� �� SAME AS 0 ! S �1 I ' �� ' , b LAG DIAMETER \'' z t=1 5-2 u ul +'��.� TYPICAL \ cn ' 13 1 EXIST. LL (� HA WAY 11 4x8 Fktti _ - 1. P t' I-#I-1U5210 3 IIAN�E �� 60% - 75% OF - - - - ,� - - - - - SHANK DIAMETER ~ EXISTING �EARINC WALL EX15T PM, 7 CAL° 1/2' x 12 �24F ✓ i.` w - — — FLUSH VERIFY MODIFI D !Iq I 1 GARAG ! a. VERIFY 1 1 i 1 BEDROOM 1. I 00 � NOTE: 1� NO.2 111-�tt I �� g ( I LAG SCREWS SHALL BE LUBRICATED AND i VERIFY 4D A z 'I� I NOTE: SEE TYPICAL TURNED IN - DO NOT DRIVE ! Zui r , I LL Xlt,g ! FLOOfR SHEATHING AT ADDITION NOTE ON 0 cL X I: LOWER LEVEL SHEET S1. "I= 31-g" ENTRY UP ! 0 �- VERIFY �1� VERIFY EXIST. D OR/ FAMILY ROOM X1 E µa x' 0 ! WINDOW ED �R(FY to tl — 4 12 F#2 O -- -- o N N n v � a L 0 Z z w A � A 1°kdJ I—>°I`�II Imo. I ?ems W/�L!- - .-�1-I YI.-I�i�e.e vt✓, v i 1�, vl� TO VERIFY EXTENT AND NAILING; REOLUIREMENTS SHEET N0. FOR THIS SHEAR WALL TYPE EXISTS AT THE EXTERiOR FACE OF STUDS AND INFORM THE �� 36942 � ARCHITECT AND STRUCTURAL ENGINEER OF THE Gig EXIST NG CONDITIONS. IF CONDITIONS DICTATE, AN N O RT AL ALTERNATE SHEAR WALL LOCATION AND S�4 DESIGNATION MAY E3E NECESSAR�r" - TO ESE - � t4Ly, SPECIFIED 5,r THE STRUCTURAL ENGINEER. �� UPPER/LOWER FLOOR F RA MING PLAN SCALE: 1/4" = 1'-0" 2 Ilk