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GENERAL ABBREVIATIONS GENERAL STRUCTURAL NOTES
<br /> O.F. OUTSIDE FACE THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.OM, OVERHANG
<br /> A.O. ANCHOR BOLT EL ELEVATION
<br /> ABV. ABOVE ENG. ENGINEER OPN'G OPENING _
<br /> STUDS
<br /> ADD'L ADDITIONAL EQ. EQUAL ORNT, ORIENTATE(ION) SHEAR WALL PERxHOLDOWN SCOPE OF WORK Q
<br /> ALT. ADJACENT E.S. EACH SIDE - p,A POST ABOVE a THE SCOPE OF WORK IS TO REPAIR DAMAGED CUT FLOOR JOISTS AT THE MAIN FLOOR BATHROOM.
<br /> ALT. ALTERNATE EXIST. EXISTING P,B POST BELOW ) /
<br /> ARCH. APPROXIMATE EXT. EXTERIOR IM(MOO�Mca�
<br /> ARCH. ARCHITECTURAL FFE FINISHED FLOOR ELEVATION PAR. PARALLEL b) REMODEL MAIN FLOOR BATHROOM
<br /> 0 AT FAB. FABRICATION PERP. PERPENDICULAR PLYWOOD PER PLAN SIMPSON MST STRAP TIE om@pci
<br /> B. BOTTOM FND. FOUNDATION PL. PLATE 2 - 2x STUDS AT
<br /> BEL. BELOW FIN. FINISH(ED) OTY. QUANTITY EACH HOLDOW PER PLAN, FILL ALL HOLES CRITERIA
<br /> W/ tOd x 2 1/8" LONG
<br /> BLDG. BUILDING FUR. FLANGE REF. REFERENCE COMMON NAILS 1. ALL MATERIALS AND WORKMANSHIP DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE 1)3'e;2 WA R.22 8
<br /> BNDRY. BOUNDARY FUR. FLOOR R.O. REQUIRED EDGE NAILING. PLYWOOD EVERETT,WA 9B208
<br /> DRAWINGS,SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE I.B.0 2015 EDITION).
<br /> B.O. BOTTOM Of... F.O. FACE OF... R.O. ROUGH OPENING TO EACH DOUBLE STUD. ( ) ( ) TEL: (425)33B 13342
<br /> BRDG. BRIDGE(ING) FRM'G FRAMING SCHD. SCHEDULE ¢ 2. DESIGN CRITERIA
<br /> BRG. BEARING F.S. FAR SIDE SHT. SHEET o FLOOR ROOF LIVE LOAD.... ........... .. 25 PSF e.rn•iu a,ro®e.acoe+aweeae.oa.
<br /> B/W BETWEEN FTG. FOOTING SIM. SIMILAR SIMPSON MST STRAP TIE PER ROOF DEAD LOAD... .. .. ... .. .. .. 15 PSF m na.c.ecocnoiacca..00.
<br /> CANT. CANTILEVERED) GB GRADE BEAM SKW. SKEWED) PLAN, FILL ALL HOLES W/ FLOOR LIVE LOAD(RESIDENTIAL). .. ...... 40 PSF
<br /> C.G. CENTER Of GRAVITY GRID. GRADE SPC. SPACING 10d x 2 1/8" COMMON NAILS FLOOR DEAD LOAD.... ............. 25 PSF AT BATHROOM REMODEL 15PSF ELSEWHERE
<br /> CE CENTERLINE GWB GYPSUM WALL BOARD SO. SQUARE
<br /> CUR. CLEAR HDR. HEADER STD. STANDARD BOTTOM PLATE NAILING WIND... .. .. ................. 110 MPH(3 SEC.GUST), EXPOSURE"C"
<br /> COL. COLUMN HORZ. HORIZONTAL STGR. STAGGER PER SHEARWALL SCHEDULE JOIST EARTHQUAKE ... .. ..... SEISMIC USE GROUP I,SITE CLASS D
<br /> CONN. CONNECTION I.F. INSIDE FACE STIFF. STIFFENER PER ALLOWABLE SOIL PRESSURE..... . . . ., , 1,500 PSF(Natural soils or compacted fill) �-
<br /> CONST. CONSTRUCTION INT. INTERIOR STL. STEEL z PLAN SOILS ENGINEER OR BUILFING OFFICIAL VERIFY
<br /> CONT. CONTINUOUS JST. JOIST STRUC. STRUCTURE(AL) PLY. EDGE NAILING 77DEC 29,, 2020
<br /> CTSK. COUNTERSINK K KIPS(1000 POUNDS) SYN. SYMETRICAL FLOOR 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND
<br /> DBL. DOUBLE LAT. LATERAL T. TOP CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY Y.S'2g
<br /> 0,DIA. DIAMETER L.F. LINEAL FEET THRD. THREADED) T
<br /> ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS "
<br /> DIAG. DIAGONAL MAT'L MATERIAL TMPRY. TEMPORARY �e
<br /> DIAPH. DIAPHRAGM M.B. MACHINE BOLT(A307) T.O. TOP OF... TO THE WORK.
<br /> do DITTO(DO OVER) M.D. MID-DEPTH TRANS. TRANSVERSE r I
<br /> D DEPTH MFR. MANUFACTURER TYP. TYPICAL 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS
<br /> DWG. DRAWING MTL METAL UBC UNIFORM BUILDING CODE BEND STRAP BEAM OR MULTIPLE UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.
<br /> DWL. DOWEL EDGE NAIL PLYWOOD
<br /> (N) NEW MEMBER U.N.O. UNLESS OTHERWISE NOTED AROUND BEAM JOIST PER PLAN TO EACH DOUBLE 38942
<br /> (E) EXISTING MEMBER N.S. NEAR SIDE VERT. VERTICAL STUD (TYP.) 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES, CORAL 8�
<br /> EA. EACH N.T.S. NOT TO SCALE VFY. VERIFY SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK.
<br /> E.F. EACH FACE O.C. ON CENTER W/ WITH FOR STRUCTURAL
<br /> W.P. WORK POINT NOTE: SEE PLANS FOR SHEAR WALL 6. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER SEE 'SCOPE OF WORK
<br /> L = STRAP LENGTH FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT ON SHEET S1
<br /> NUMBER OF STRAPS 2-2x STUDS SATISFY THIS REQUIREMENT.
<br /> CONCRETE & MASONRY ABBREVIATIONS NOTE: SEE PLANS FOR ELEVATION PER HOLDOWN 7, DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT --
<br /> NUMBER OF STRAPS SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF
<br /> C.I.P. CAST IN PLACE EMBO. EMBED(OMENi) P/T POST TENSIONED CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
<br /> C.J. CONTROL JOINT JT. JOINT REINF. REINFORCEMENT ENGINEER.
<br /> CMU CONC.MASONRY UNIT- LT. LIGHT WEIGHT STIR. STIRRUP
<br /> CONC. CONCRETE MAS. MASONRY WWF WELDED WIRE FABRIC MST HOLDOWN AT FLOOR Z 8. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE w
<br /> , MST HOLDOWN LD O W N AT FLOG R
<br /> 'L SUPERVISED BY THE SUPPLIER DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE AND ERECTION IN
<br /> E.J. EXPANSION JOINT P/C PRECAST CONCRETE ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. Cl
<br /> STEEL ABBREVIATIONS NMI 'Z'I1
<br /> B.F. BRACED FRAME LLH LONG LEG HORIZONTAL WTS WELDED THREADED STUD 9. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15,AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. Wl
<br /> CP COMPLETE PENETRATION LILY LONG LEG VERTICAL X-STG EXTRA STRONG 2x6 STRONG BACK STANDARD GRADING RULES FOR WEST COAST LUMBER,LATEST EDITION. FURNISH TO THE FOLLOWING OI
<br /> GA. GAGE MRF MOMENT RESISTING FRAME XX-STG DOUBLE EXTRA STRONG 2x6 STRONG 16d NAILLS MINIMUM STANDARDS: _I
<br /> GALV. GALVANIZED WHS WELDED HEADED STUD BACK ® 12' o.c. 2x6 BLOCKING TYP. JOISTS 2x MEMBERS) HEM-FIR NO.2.
<br /> HSB HIGH STRENGTH BOLT ( rrl W
<br /> ABOVE SHEAR WALL U LJJ
<br /> 2x 6 BRACE W/ U26 HANGERS
<br /> WOOD ABBREVIATIONS EACH END. 10, TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE"STRONG-TIE"BY SIMPSON COMPANY,AS LLl Q
<br /> SPECIFIED IN THEIR CATALOG NO.C-C-2020 EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE
<br /> B.N. BOUNDARY NAIL HGR, HANGER P.T. PRESSURE TREAT(ED) A35 CLIPS TYP. 2x6 BRACE SUBSTITUTED,PROVIDED THEY HAVE ICED APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER NAILS)
<br /> a' [0
<br /> CAM. CAMBER( L.S. LAG SCREW SHTG SHEATHING
<br /> AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE
<br /> d PENNY(NAILS) LDGR. LEDGER SS SELECT STRUCTURAL WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS,PLACE ON-HALF
<br /> D.F. DOUGLAS FIR LSL TIMBER STRAND BEAM T&G TONGUE AND GROOVE OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. Lr G Z 07
<br /> E.N. EDGE NAIL LVL MICROLLAM BEAM TJ TRUSS JOIST MACMILLAN PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED >D'
<br /> F.N. FACE NAIL PLYWD. PLYWOOD T.N. TOE NAIL OTHERWISE,ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE ^ Lij(MINIMUM)AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH"U"SERIES JOIST ClH.F. HEM-FIR LL' �/ Q
<br /> GLO GLUE-LAMINATED BEAM PSL PARALLAM BEAM HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH U SERIES HANGERS. ALL - LL 0 CC TRIPLE-JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH U-SERIES HANGERS. 7Z Z
<br /> TOENAIL BOTTOM mil Q N=
<br /> CHORD OF TRUSS BRACE 1 6-16d NAILS =ID
<br /> TO DEL TOP PLATE 1 BLOCK TO Z :3 3
<br /> W/ 3- 16d NAILS TYP. ROOF TRUSS TYPICAL FLOOR SHEATHING AT BATHROOM REMODEL EL Q N k
<br /> 4 At3/4"T&G, COX PLYWOOD, INDEX 40/20, UNBLOCKED, LAID UP (p+'r7 Ot W
<br /> W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER v Lc_ LLI It W
<br /> END JOINTS. NAIL AS FOLLOWS:
<br /> A35 CLIPS ON ON DIAPHRAGM BOUNDARY AND OVER CI MAR�3 Z011Ii II L Q W
<br /> SIDE & LTP4 ON THE DBL. T PLAT EXTERIOR WALLS AND SHEARWALLS---------Bd ® 6'o.c. TYorEjt V l
<br /> OTHER SIDE TYP. ALL SUPPORTED EDGES____________________Ed ® 6"o.c. PetRT/t SerV e, 7, IJ
<br /> TYPICAL NAILING SCHEDULE FIELD_____ _________ _____________ad ® 10'o.c. APPROVED L�l W
<br /> PLANNING 8 rnr9MUNITY �� fL
<br /> DEVELC' _DEP' LL
<br /> CONNECTION COMMON OR BOX NAILING PROVIDE ONE "V" BRACE BY�
<br /> 8'-C" o.c. ABOVE DA ' 1'Z i.L( Ll
<br /> SHEARWALL OR DRAG SHEARWALL 2 BRACES MIN
<br /> 1. JOIST TO SILL OR GIRDER, TOENAIL ------------------3 - 8d STRUT PER PLAN
<br /> PER SHEAR WALL This approval only applies to
<br /> c
<br /> t L.2. BRIDGING 70 JOIST, TOENAIL EACH END----------------2 - 8d the work belong performed uad®r L
<br /> 3. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL ----16d ® 16" O.C.
<br /> _SHEARWALL PERPENDICULAR Pander does recognize any
<br /> existing structure that may not
<br /> 4. TOP PLATE TO STUD. END NAIL --------------------2 - 16d TO ROOF TRUSSES SCALE: 3/4" = V - 0" SHEAR WALL SCHEDULE meet Zoning code
<br /> -
<br /> 5. STUD TO SOLE PLATE--------------------42_81ad TOENAIL
<br /> NAAIIL PANEL PANEL EDGE BOTTOM PLATE ATTACHMENT �-
<br /> 6. DOUBLE STUDS, FACE NAIL ------------------16d ® 24" O.C. MARK SHEATHING EDGE NAIL BOTTOM PLATE
<br /> 7. DOUBLE TOP PLATE, FACE NAIL----------------16d ® 16" D.C. FRAMING (STAGGERED) NAILING TO
<br /> FRAMING BELOW
<br /> 8. TOP PLATE, LAPS AND INTERSECTIONS, FACE NAIL-------- 2 - 16d Q TWO ROWS REVISIONS BY:
<br /> 9. CONTINUOUS HEADER, TWO PIECES--------------16d ® 16" O.C. 7/16"PLY.or O.S.B.TWO SIDES 2-2XSTUD 8d 0 3"o.c' lad®3"OC
<br /> ALONG EACH EDGE
<br /> 10. CEILING JOISTS TO PLATE, TOENAIL--------- ---3 - 8d SHEARWALL NOTES:
<br /> 11. RAFTER OR TRUSS TO PLATE, TOENAIL-----------------3 - ad
<br /> A/--INDICATES SHEAR WALL TYPE PER SHEARWALL SCHEDULE AND PLAN. Permit#: B2006-045
<br /> 12. BUILT - UP CORNER STUDS------------------16d ® 24" O.C. 1. /A INDICATES SHEAR WALL CAPACITY Ibs.fL AVE
<br /> ### ( / ) Site Address: 540952N0 E
<br /> Owner: DEPHILUPS MICHAEL LOUIS
<br /> 13. BUILT - UP GIRDER AND BEAMS---------------16d ® 12" O.C. 2. SHEARWALL PLYWOOD&NAILING CONTINUES FOR FULL LENGTH OF Tenant: [TenNamel
<br /> 14.SOLID BLOCKING TO SUPPORTS, TOENAIL---------- 16d ® 12" O.C. WALL SECTION U.N.O. Apo.Date: 6/30/2020
<br /> Proposed Use:SFR DETACHED
<br /> 15. POST AND BEAM OR GIRDER CONSTRUCTION-------PROVIDE POSITIVE
<br /> 3. SOLID BLOCK ALL UNSUPPORTED PANEL EDGES PER SHEAR WALL SCHEDULE. Description: REMODEL 2 aATHROOM AREA IWO 135 DE0 29, 2020
<br /> CONNECTION AGAINST 4. NAILING APPLIES TO ALL PANEL EDGES,TOP AND BOTTOM PLATES AND EDGE BLOCKING. BATHROOM AREA BY
<br /> UPLIFT AND LATERAL J013: 2D069
<br /> DISPLACEMENT 5. STAGGER EDGE NAILING AT ABUTTING PLYWOOD EDGES. Reviewed Bµ: Date:Cj o laa!
<br /> 6. USE ad(2 1/2"X 0.131"COMMON NAILS) Office Set _Job Site Set _Fire/Planning Set
<br /> DRAWN: KYS
<br /> TYPICAL NAILING SCHEDULEn 7. FIELD NAIL PLYWOOD SHEAR WALLS W/8d 0 12"...
<br /> r 8. PROVIDE SOLID BLOCKING,DOUBLE FLOOR JOISTS OR BEAM PER PLAN I�I�I�--�--��n--�����'�rp� M SCALE: 3/4��=1�-On
<br /> UNDER ALL SHEAR WALLS f J)'`L_VE T:/ED
<br /> 9. FACE NAIL PLYWOOD TO EACH MULTIPLE STUD AT HOLDOWN LOCATIONS WITH SAME IILfI^,(u\
<br /> EDGE NAILING PATTERN. JAN 2 0 2021 C�
<br /> 10. SEE GENERAL STRUCTURAL NOTES SHEET St. CITY OF EVERETT `_
<br /> Permit S@FIIICes
<br /> 11. AT TWO SIDED PLYWOOD SHEARWALL,ALTERNATE ABUTTING PANEL EDGES ON EACH
<br /> SIDE OF THE WALL TO FALL ON DIFFERENT FRAMING MEMBERS. OF 2
<br />
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