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& <br />rn <br />" <br /># <br />/ <br />A.B. <br />ABV. <br />ADD. <br />ADJ. <br />ALUM. <br />ALT. <br />APPRX. <br />ARCH. <br />ASSY <br />B. <br />BEL. <br />BEN <br />B.F. <br />BLDG. <br />BILK. <br />BLKG. <br />BLW. <br />BM. <br />BMU <br />BN <br />BNDRY. <br />B.O. <br />R n F. <br />AND <br />AT <br />FEET(FOOT) <br />INCH (INCHES) <br />POUND(S), NUMBER <br />EQUAL(S) <br />PER <br />ANCHOR BOLT <br />ABOVE <br />ADDITIONAL <br />ADJACENT <br />ALUMINUM <br />ALTERNATE <br />APPROXIMATE(LY) <br />ARCHITECT(URAL) <br />ASSEMBLY <br />BOTTOM <br />BELOW <br />BOUNDARY EDGE NAILING <br />BRACED FRAME <br />BUILDING <br />BLOCK <br />BLOCKING <br />BELOW <br />BEAM <br />BRICK MASONRY UNIT <br />BOUNDARY NAILING <br />BOUNDARY <br />BOTTOM OF <br />BOTTOM nF F AVATim <br />IN. INCHE(S) <br />INFO. INFORMATION <br />INT. INTERIOR <br />JST. JOIST <br />JT. JOINT <br />K KIPS(1000) <br />LAT. LATERAL <br />LB. POUND(S) <br />L.B. LAG BOLT(S) <br />LG. LONG(iTUDINAL) <br />LGTH. LENGTH <br />LGMF LIGHT GAUGE METAL FRAMING <br />LLH LONG LEG HORIZONTAL <br />LLV LONG LEG VERTICAL <br />LSH LONG SLOTTED HOLE(S) <br />LT. WT. LIGHT WEIGHT <br />L.W. LIGHT WEIGHT <br />MAS. MASONRY <br />MASN. MASONRY <br />MAT. MATERIAL <br />MAX. MAXIMUM <br />M.B. MACHINE BOLT <br />MBM METAL BUILDING MANUFACTURER <br />MECH. MECHANICAL <br />M.E.J. MASONRY EXPANSION JOINT <br />MEZZ. MEZZANINE <br />IRER <br />MFR MANUFACTURER <br />B.O.F. <br />BOTTOM OF FOOTING <br />MIN. <br />MINIMUM <br />BRDG. <br />BRIDGE(ING) <br />MISC. <br />MISCELLANEOUS <br />BRG. <br />BEARING <br />MTL. <br />METAL <br />BTM. <br />BOTTOM <br />BTWN. <br />BETWEEN <br />(N) <br />NEW <br />N.L.B. <br />NON -LOAD BEARING <br />C <br />CAMBER <br />NO. <br />NUMBER <br />CAMB, <br />CAMBERED) <br />N.S. <br />NEAR SIDE <br />CANT, <br />CANTILEVERED) <br />N.T.S. <br />NOT TO SCALE <br />CF <br />CUBIC FOOT <br />N.W.C.NORMAL <br />WEIGHT CONCRETE <br />C.I.P. <br />CAST IN PLACE <br />C.J. <br />CONSTRUCTION JOINT <br />O.C. <br />ON CENTER <br />CL <br />CENTER LINE <br />O.D. <br />OUTSIDE DIAMETER <br />CLC. <br />CEILING <br />O.F. <br />OUTSIDE FACE <br />CLR. <br />CLEAR <br />O.H. <br />OPPOSITE HAND <br />COL. <br />COLUMN <br />OPNG. <br />OPENING <br />CONC. <br />CONCRETE <br />OPP. <br />OPPOSITE <br />CONN. <br />CONNECTION <br />ORNT. <br />ORIENTATE(ION) <br />CONST. <br />CONSTRUCTION <br />OSB <br />ORIENTED STRAND BOARD <br />CONT. <br />CONTINUOS <br />O.W.J. <br />OPEN WEB JOIST <br />CTSK. <br />COUNTERSINK <br />CTR. <br />CENTERED) <br />PAR. <br />PARALLEL <br />CY <br />CUBIC YARD <br />P/C <br />PRECAST <br />PEN <br />PANEL EDGE NAIL <br />d <br />PENNY(NAILS) <br />PERP. <br />PERPENDICULAR <br />DB <br />DROPPED BEAM <br />PL. <br />PLATE <br />DBA <br />DEFORMED BAR ANCHORS <br />PL <br />PROPERTY LINE <br />DBL. <br />DOUBLE <br />PLN <br />PLAN <br />DCW <br />DEMAND CRITICAL WELD <br />PLMBG. <br />PLUMBING <br />DEPT. <br />DEPARTMENT <br />PLYWD. <br />PLYWOOD <br />DET. <br />DETAIL <br />PSF <br />POUNDS PER SQUARE FOOT <br />DF <br />DOUGLAS FIR <br />PSI <br />POUNDS PER SQUARE INCH <br />DIA. <br />DIAMETER <br />P.T. <br />PRESERVATIVE TREATED <br />DIAL. <br />DIAGONAL <br />PT <br />POST TENSION(ED) <br />DIAPH. <br />DIAPHRAGM <br />DIM. <br />DIMENSION <br />QTY. <br />QUANTITY <br />DN. <br />DOWN <br />D.O. <br />DITTO(REPEAT) <br />R. <br />RADIUS <br />DP, <br />DEEP <br />RAID. <br />RADIUS <br />D.S. <br />DRAG STRUT <br />RE: <br />REFERENCE <br />DWG. <br />DRAWINGS) <br />REF, <br />REFERENCE <br />DWL. <br />DOWEL(S) <br />REINF. <br />REIN FORCEMENT(ING) <br />REQ. <br />REQUIRED <br />(E) <br />EXISTING <br />R.F. <br />RIGID FRAME <br />EA. <br />EACH <br />R.O. <br />ROUGH OPENING <br />E.E. <br />EACH END <br />R.S. <br />ROUGH SAWN <br />E.F. <br />EACH FACE <br />SCH. <br />SCHEDULE <br />E.J. <br />EXPANSION JOINT <br />SCL <br />STRUCTURAL COMPOSITE WOOD <br />EL. <br />ELEVATION <br />SCHED. <br />SCHEDULE <br />ELEV. <br />ELEVATOR <br />SHT. <br />SHEET <br />EMBD. <br />EMBED(MENT) <br />SIM. <br />SIMILAR <br />EN <br />EDGE NAIL <br />S.J. <br />SHRINKAGE CONTROL JOINT <br />ENG. <br />ENGINEER <br />SKW. <br />SKEWED) <br />EQ. <br />EQUAL <br />S.O.G. <br />SLAB ON GRADE <br />EQPT. <br />EQUIPMENT <br />SPC. <br />SPACE(S) (ING) <br />E.W. <br />EXP. <br />EACH WAY <br />EXPANSION <br />SPEC. <br />SPECIFICATIONS) <br />EXST. <br />EXISTING <br />SQ. <br />SQUARE <br />EXT. <br />EXTERIOR <br />STD. <br />STANDARD <br />STGR. <br />STAGGER <br />FAB. <br />FABRICATION <br />STIFF. <br />STIFFENER(S) <br />FB <br />FLUSH BEAM <br />STIR. <br />STIRRUP(S) <br />FDN. <br />FOUNDATION <br />STL. <br />STEEL <br />F.F. <br />FINISH FLOOR <br />STRUC. <br />STRUCTURAL <br />FIN. <br />FINISHED) <br />STRUCT. <br />STRUCTURAL <br />FLG. <br />FLANGE <br />SUSP. <br />SUSPENDED(TION) <br />FLR. <br />FLOOR <br />SYMM. <br />SYMMETRICAL <br />FN <br />FIELD (FACE) NAIL <br />F.O. <br />FINISHED OPENING <br />T. <br />TOP <br />F.O.C. <br />FACE OF CONCRETE <br />T.&B. <br />TOP AND BOTTOM <br />F.O.M. <br />FACE OF MASONRY <br />TEMP. <br />TEMPORARY <br />F.O.S. <br />FACE OF STUD <br />T.&G. <br />TONGUE AND GROOVE <br />F.O.W. <br />FACE OF WALL <br />THK. <br />THICKNESS) <br />FRM, <br />FRAME(ING) <br />THIRD. <br />THREADED <br />F.S. <br />FAR SIDE <br />TN <br />TOE NAIL <br />FT. <br />FEET(FOOT) <br />T.O.S. <br />TOP OF SHEATHING(SLAB) <br />FRTW <br />FIRE RETARDANT TREATED WOOD <br />T.O.W. <br />TOP OF WALL <br />FTG. <br />FOOTING <br />TRANSV. <br />TRANSVERSE <br />T.O.S.. <br />TOP OF STEEL <br />GA. <br />GAUGE <br />TYP. <br />TYPICAL <br />GALV. <br />GALVANIZED) <br />GB. <br />GRADE BEAM <br />U.N.Q. <br />UNLESS NOTED OTHERWISE <br />GLB <br />GLUE LAMINATED BEAM <br />U/S <br />UNDERSIDE <br />GRID. <br />GRADE <br />GWB <br />GYPSUM WALLBOARD <br />V. <br />VERTICAL <br />GYP. <br />GYPCRETE <br />VERT. <br />VERTICAL <br />VIF <br />VERIFY IN FIELD <br />H. <br />HORIZONTAL <br />HD <br />HOLDOWN <br />W. <br />WIDE(WIDTH) <br />H.D.G. <br />HOT DIPPED GALVANIZED <br />W/ <br />WITH <br />HDR. <br />HEADER <br />W/0 <br />WITHOUT <br />HGR. <br />HANGER <br />WD. <br />WOOD <br />HORZ. <br />HORIZONTAL <br />W.H.S. <br />WELDED HEADED STUDS <br />HORIZ, <br />HORIZONTAL <br />W.P. <br />WORK POINT <br />HR <br />HEADER <br />W.S. <br />WELDED STUD <br />H.S.B. <br />HIGH STRENGTH BOLT <br />WT. <br />WEIGHT <br />HT. <br />HEIGHT <br />W.W.F. <br />WELDED WIRE FABRIC <br />I.D. <br />INSIDE DIAMETER <br />X-STG <br />EXTRA STRONG <br />I.E. <br />INVERT ELEVATION <br />XX-STG <br />DOUBLE EXTRA STRONG <br />i.F. <br />INSIDE FACE <br />YD <br />YARD <br />20 SPECIAL INSPECTIONS, TESTING and STRUCTURAL OBSERVATION SCHEDULE <br />0 <br />INSPECTION ITEMS <br />CONTINUOUS <br />PERIODIC <br />TESTING <br />COMMENTS <br />SOIL & FOUNDATIONS (IBC 1704.7) <br />SITE PREPARATION, EXCAVATION & GRADING <br />X <br />GEOTECH <br />SUBSURFACE DRAINAGE <br />GEOTECH <br />FILL PLACEMENT & COMPACTION <br />X <br />X <br />GEOTECH <br />FIELD VERIFICATION OF BEARING CAPACITY <br />X <br />GEOTECH <br />CONCRETE CONSTRUCTION (IBC 1704.4) <br />IBC TABLE 1704.4 <br />REINFORCEMENT <br />X <br />ANCHOR BOLTS & HOLDOWNS <br />X <br />EMBEDDED ITEMS <br />X <br />PREPARATION OF TEST SPECIMENS <br />CONCRETE PLACEMENT <br />STEEL CONSTRUCTION (IBC 1704.3) <br />IBC TABLE 1704.3 <br />WELDING (IBC 1704.3.1 & AWS D1.1) <br />NOTE 4. <br />STAIR AND RAILING <br />X <br />REINFORCING STEEL (AWS D1.4) <br />X <br />NOTE 6 <br />EMBEDDED PLATE <br />X <br />ANCHORING SYSTEMS <br />ADHESIVE ANCHORS <br />X <br />PER MFR. <br />MECHANICAL ANCHORS <br />X <br />PER MFR. <br />POWDER ACTUATED FASTENERS <br />X <br />PER MFR. <br />WOOD CONSTRUCTION (IBC 1704.6 & 1707.3) <br />SILL PLATE ANCHOR BOLTS <br />X <br />FLOOR AND EDGE DIAPHRAGM NAILING <br />X <br />iSB SHEAR PANELS <br />X <br />SHEAR WALL NAILING <br />X <br />DRAG STRUT <br />X <br />HOLDOWNS <br />X <br />STRUCTURAL OBSERVATION (IBC 1709) <br />CONCRETE CONSTRUCTION <br />NOT REQUIRED <br />WOOD CONSTRUCTION <br />NOT REQUIRED <br />INSPECTION SCHEDULE NOTES: <br />1. ITEMS MARKED WITH AND "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC 1700 BY A CERTIFIED SPECIAL INSPECTOR FROM AN AGENCY APPROVED BY THE <br />JURISDICTION. <br />2. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICATOR'S PREMISES PER IBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDICTION <br />PRIOR TO FABRICATION. <br />3. CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SHALL BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. PERIODIC <br />SPECIAL INSPECTION SHALL ALLOW INSPECTION AT THE INTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH <br />THE REQUIREMENTS. <br />4. ALL WELDS SHALL BE VISUALLY INSPECTED. <br />5. PERIODIC SPECIAL INSPECTIONS HALL BE ALLOWED FOR SHOP WELDING OF ASTM A706 REINFORCEMENT NO. 5 OR SMALLER USED FOR EMBEDDED ITEMS, PROVIDED <br />THAT: THE MATERIALS AND THE QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK, THAT PERIODIC <br />INSPECTIONS ARE MADE OF WORK IN PROGRESS, AND THAT A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO SHIPMENT OF SHOP WELDED ITEMS. <br />6. THE SPECIAL INSPECTOR SHALL PROVIDE THE BUILDING OFFICIAL, OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR WITH COPIES OF ALL REPORTS AND <br />TEST RESULTS (IBC 1704.2.4) <br />WALL TYPE <br />LEVEL <br />PLATE SIZE <br />STUD SIZE AND SPACING <br />EXTERIOR <br />GROUND -MAIN <br />2 X 6 <br />2X6 @ 16"O.C. <br />MAIN -UPPER <br />2 X 6 <br />2X6 @ 16"O.C. <br />UPPER -ROOF <br />2 X 6 <br />2X6 Q 16"O.C. <br />INTERIOR <br />GROUND -MAIN <br />2 X 4 <br />2X4 @ 12"O.C. <br />MAIN -UPPER <br />2 X 4 <br />2X4 @ 16"O.C. <br />UPPER -ROOF <br />2 X 4 <br />2X4 @ 16"O.C. <br />PARTY <br />(DBL WALL) <br />GROUND -MAIN <br />2 X 4 EA. WALL <br />2X4 @ 16"O.C. EACH WALL <br />MAIN -UPPER <br />2 X 4 EA. WALL <br />2X4 @ 16"O.C. EACH WALL <br />UPPER -ROOF <br />2 X 4 EA. WALL <br />2X4 @ 16"O.C. EACH WALL <br />BEARING WALL NOTES <br />1. SEE SHEARWALL SCHEDULE SHEET S1.2 FOR WALL SHEATHING, ADDITIONAL PLATE AND STUD <br />REQUIREMENTS, BLOCKING AND PLATE NAILING. SEE 06100 "ROUGH FRAMING" STRUCTURAL NOTES <br />SHEET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME <br />SHEARWALL TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING. <br />2. SECURE SILL PLATES TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS WITH 7" EMBED, AT 48" ON CENTER <br />TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWALL AND HOLDOWN SCHEDULE FOR ADDITIONAL <br />ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATIVE TREATED WOOD IS USED, REFER TO THAT SECTION <br />FOR CORROSION PROTECTION REQUIREMENTS FOR CONNECTORS. <br />3. SEE DETAIL 5/S9.0 FOR TOP PLATE SPLICE. PROVIDE ADDITIONAL CONNECTORS AT SHEARWALLS AS <br />INDICATED ON THE PLANS. <br />5. SEE DETAIL 6/S1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. <br />0 BEARING WALE STUD SCHEDULE <br />HOLE DIA. < 2/5d <br />d HOLE EDGE SINGLE STUD <br />Z DISTANCE>5/8" <br />NOTCH HOLE EDGE <br />o <br />Z DEPTH < 1 /4d DISTANCE > 5/8" <br />SINGLE STUD <br />® INTERIOR <br />o ONLY <br />STUD <br />m HOLE DIA. < 2/5d <br />Uj <br />PLATE DOUBLE STUD <br />0 <br />SCALE: NONE <br />STUD NOTCHING and BORING LIMITS <br />Z <br />Q <br />m <br />0 <br />z <br />RIM JOIST <br />m <br />J <br />m <br />6 <br />m <br />m <br />I <br />I <br />I <br />Q <br />C"i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />oo <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />PLAN - JOIST HEAD -OUT <br />HEAD -OUT FOR <br />PLUMBING, MECH., <br />ETC. <br />2x10 <br />U210 HANGER <br />EA. END <br />-- U210 HANGER <br />-- 2x10 JOIST PER PLAN <br />(16" O.C. U.N.O. PER <br />PLAN) <br />�- 2xl0 <br />- FOR JOIST SPANS UP TO <br />11'-0", A SINGLE JOIST <br />MAY BE HEAD OFF TO <br />ADJACENT SINGLE JOISTS <br />FOR JOIST SPANS <br />BETWEEN 11'-0" AND <br />16'-0" ADD ADDITIONAL <br />2x10 JOIST ADJACENT TO <br />HEAD OUT. <br />NOTE: JOIST HEAD -OUT <br />IS FOR UN UNIFORMLY <br />LOADED FLOOR JOISTS <br />ONLY <br />SCALE: 3/4" = V-0" <br />10 JOIST HEAD -OUT DETAILS <br />ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.1) <br />CONNECTION FASTENINGcc <br />0 <br />�- <br />1. JOIST TO SILL OR GIRDER (3) 0.131" X 2.5" TOENAILS <br />2. BRIDGING TO JOIST (3) 0,131" X 2.5" TOENAILS EA. END <br />3. 1X6 OR LESS SUBFLR. TO JST. (2) 0.131" X 2.5" FACE NAIL <br />4. WIDER THAN 1X6 SUBFLR. TO JST. (3) 0.131" X 2.5" FACE NAIL <br />5. 2" SUBFLOOR TO JST./GIRDER (2) 0.148" X 3.25" BLIND & FACE NAIL <br />U <br />6. SOLE PLATE TO JST. OR BLKG. (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL <br />z <br />" "AT BRACED WALL PANEL (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL <br />w <br />.� <br />7. TOP PLATE TO STUD (2) 0.148" X 3.25" O.C. END NAIL <br />8. STUD TO SOLE PLATE (4) 0.131" X 2.5" TOENAIL <br />o � <br />(OR) (2) 0.148" X 3.25" O.C. END NAIL <br />/ o <br />9. DOUBLE STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL <br />c cc <br />10.DOUBLE TOP PLATES (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL j <br />5 � <br />DOUBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25" FACE NAILS <br />o <br />11.JOIST/RAFTER BLKG. TO PLATE (3) 0.148 X 3.25" TOENAILS <br />+, C\2 <br />12.RIM JOIST TO TOP PLATE (1) 0.148 X 3.25" AT 12" O.C. TOENAIL <br />ai <br />13.TOP PLATE LAP INTERSECTIONS (2) 0.148" X 3.25" FACE NAIL <br />14.DOUBLE 2X JOIST/HEADER (1) 0.148" X 3.25" AT 12" FACE NAIL EA. EDGE <br />W <br />15.CEILING JOISTS TO PLATE (3) 0.131" X 2.5" TOENAIL <br />- o <br />16.CONTIN000S HEADER TO STUD (4) 0.131" X 2.5" TOENAILS <br />CQ <br />Lo <br />17.CLG. JST. LAP AT PARTITIONS (3) 0.148" X 3.25" FACE NAIL <br />18.CLG. JST. TO PARALLEL RAFTER (3) 0.148" X 3.25" FACE NAIL <br />U c Lo <br />19.RAFTER TO PLATE (3) 0.131" X 2.5" TOENAIL <br />z � <br />20.1X BRACE TO EA. STUD & PLATE (2) 0A31" X 2.5" FACE NAIL <br />o <br />21.1X8 OR LESS SHTG. TO EA. BRG. (2) 0.131" X 2.5" FACE NAIL <br />U) <br />22.WIDER THAN 1X8 SHTG. TO BRG. (3) 0.131" X 2.5" FACE NAIL <br />3.BUILT-UP CORNER STUDS 2 0.148" X 3.25" AT 12" O.C. FACE NAIL <br />m <br />24.BUILT-UP GIRDERS AND BEAMS (1) 0. 148" X 3.25" AT 12" EA. EDGE STAGGERED <br />0 <br />FASTENING SCHEDULE <br />\-2X SQUASH BLO( <br />NAIL W/ (2) 0.1( <br />3 1 /2" @ 8" O.0 <br />WALL PER BEARII <br />v PYNLL 3l.f1tUULL <br />FUDS <br />1 /2" AT 12" O.C. <br />2X JOISTS PER PLAN <br />?" DIA. X <br />STAGGERED <br />G <br />SCALE: 3/4" = 1'-0" <br />© TYPICAL BLOCKING at BUNDLED STUDS <br />Z <br />N <br />Z <br />N <br />3/4" = l'-O" <br />3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. <br />O O O ° ° ° <br />1 1/2" DIA. MAX. d <br />d/3 MAX. HOLE SIZE THIS ZONE <br />JOIST BORING LIMITS <br />\ <br />o <br />� <br />w <br />00 <br />� <br />°a <br />0 <br />a <br />a <br />Q <br />C/) <br />Q <br />m <br />v <br />L <br />v) <br />w <br />O <br />i <br />w <br />0 <br />Q) <br />O <br />V1 <br />r <br />� <br />O <br />u <br />Q� <br />0 <br />� <br />O <br />bA <br />N <br />� l <br />� <br />