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ABBRE�IATIO(� S 2� SPEC A� �1SPECTIO�IS, TEST �1G and STRUCT� �A� OBSERUAT 0�1 SCNED� �E
<br /> ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.1)
<br /> WALL TYPE LEVEL P�ATE SIZE STUD SIZE AND SPACING
<br /> & AND IN. INCHE(S) I�ISPECTION ITEMS CONTINUOUS PERIODIC TESTING COMMENTS EXTERIOR CONNECTION FASTENING �
<br /> C�? AT INFO. INFORMATION
<br /> � ' FEET(F04T) INT. INTERIOR GROUND-MAIN 2 X 6 2X6 � 16"O.C. 1. JOIST TO SILL OR GIftDER (3) 0.131" X 2.5" TOENAILS o�
<br /> " INCH (INCHES) SOIL & FOUNDATIONS (IBC 1704.7� MAIN-UPPER 2 X 6 2X6 @ 16"O.C. 2. BRIDGING TO JOIST (3) 0.131" X 2.5" TOENAILS EA. END � �
<br /> # POUND(S), NUMBER JST. JOIST UPPER-ROOF 2 X 6 2X6 � 16"O.C. 3. 1X6 OR LESS SUBFLR. TO JST. (2) 0.131" X 2.5" FACE NAIL �
<br /> JT. JOINT SITE PREPARATION, EXCAVATION & GRADING X GEOTECH
<br /> = EQUAL(S) 4. WIDER THAN 1X6 SUBFLR. TO JST. (3) 0.131" X 2.5" FACE NAIL . �
<br /> SUBSURFACE DRAINAGE GEOTECH INTERIOR
<br /> / PER GROUND-MAIN 2 X 4 2X4 C� 12"O.C. 5. 2" SUBFLOOR TO JST./GIRDER (2) 0.148" X 3.25" BLIND & FACE NAIL U �
<br /> K KIPS(1000) MAIN-UPPER 2 X 4 2X4 � 16°O.C. 6. SOLE PLATE TO JST. OR BLKG. (1) 0.148" X 3.25" AT 12° O.C. TYP. FACE NAI� � �
<br /> FILL PLACEMENT & CQMPACTION X X GEOTECH -
<br /> A.B. ANCHOR BOLT - URPER-ROOF 2 X 4 2X4 � 16"O.C. �� �> �� ° °° �� °' �''
<br /> AT BRACED WALL PANEL (2) 0.148 X 3.25 AT 12 O.C. FACE NAIL � �
<br /> ABV. ABOVE LAT. LATERAL FIELp VERIFICATION OF BEARING CAPACITY X GEOTECH - 7. TOP PLATE TO STUD (2) 0.148" X 3.25" O.C. END NAIL
<br /> ADD. ADDITIONAL LB. POUNp(S) PARTY
<br /> ADJ. ADJACENT L.B. LAG BOLT(S) (DBL WALL) 8. STUD TO SOLE PLATE (4) 0.131" X 2.5" TOENAIL o �
<br /> ' GROUND-MAIN 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH WALL �
<br /> , ALUM. ALUMINUM LG. LONG(ITUDINAL) CONCRETE CONSTRUCTION (IBC 1704.4) IBC TABLE 1704.4 MAIN-UPPEft 2 X � EA. WALL 2X4 C� 16"O,C. EACH WALL (OR) (2) 0.148" X 3.25" O.G. END NAI� � � o
<br /> ALT. ALTERNATE LGTH. LENGTH X UPPER-ROOF 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH WALL 9. DOUBLE STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL U� °; �
<br /> REINFORCEMENT
<br /> APPRX. APPROXfMATE(LY) LGMF LIGHT GAUGE METAL FRAMING 10.DOUBLE TOP PLATES (1) 0.148" X 3.25" AT 12" O.C, TYP. FACE NAIL s- � �?
<br /> ARCH. ARCHITECT(URAL) LLH LONG LEG NORIZONTAL DOUBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25" FACE NAILS � � a ,
<br /> BEARING WALL NOTES c�
<br /> ' ASSY ASSEMBLY LLV LONG LEG VERTICAL 11.JOIST/RAFTER BLKG. TO PLATE (3) Q.148 X 3.25° TOENAILS � T,
<br /> 1. SEE SHEARWALL SCHEDULE SHEET S1.2 FOR WALL SNEATHING, ADDITIONAL PLATE AND STUD •- �
<br /> B. BOTTOM LSH LONG SLOTTED HOLE(S) 12.RIM JOIST TO TOP PLATE (1) 0.148 X 3.25" AT 12" O.C. TOENAIL � � �
<br /> SEL. BELOW LT. WT. LIGHT WEIGHT REQUIREMENTS, BLOCKING AND PLATE NAILING. SEE 06100 "ROUGH FRAMING" STRUCTURAL NOTES 13.TOP PLATE LAP INTERSECTIONS (2) 0.148° X 3.25" FACE NAIL � .�
<br /> BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGHT ANCHOR BOLTS & HOLDOWNS SNEET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME � ,> > W � .-�
<br /> X SHEARWAL� TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING. 14.DOUBLE 2X JOIST/HEADER (1} 0.148' X 3.25 AT 12' FACE NAIL EA. EDGE �
<br /> B.F. BRACED FRAME EMBEDDED ITEMS 15.CEILING JOISTS TO PLATE (3) 0.131" X 2.5" TOENAIL � �
<br /> BLDG. BUILDING MAS. MASONRY X = > » 16.CONTINUOUS HEADER TO STUD (4) 0.131" X 2.5" TOENAILS � � �
<br /> BLK. BLOCK MASN. MASONRY PREPARATION OF TEST SPECIMENS 2. SECURE SILL PLATES TO CONCRETE 4VITH 5/8' QIA. ANCHOR BOLTS WITH 7' EMBED, AT 48 ON CENTER „ , �- � ,�
<br /> BLKG. BLOCKING MAT. MATERIAL TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWALL AND HOLDOWN SCHEDULE FOR ADDITIONAL 17.CLG. JST. LAP AT PARTITIONS (3) 0.148 X 3.25' FACF NAIL � � �
<br /> BLW. BELOW MAX. MAXIMUM CONCRETE PLACEMENT ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATIVE TREATED WOOD IS USED, REFER TO THAT SECTION 18.CLG. JST. TO PARALLEL RAFTER (3) 0.148" X 3.25" FACE NAIL U .� �
<br /> ' BM. BEAM M.B. MACHINE BOLT FOR CORROSION PROTECTION REQUIREMENTS FOR CONNECTORS. 19.RAFTER TO PLATE (3) Q.131" X 2.5" TOENAIL � � �
<br /> BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER 20.1X BRACE TO EA. STUD & PLATE (2) 0.131" X 2.5° FACE NAIL � o �
<br /> BN BOUNDARY NAILING MECH. MECHANICAL 3. SEE DETAIL 5fS9.0 FOR TOP PLATE SPLICE. PROVIpE ADDITIONAL CONNECTORS AT SHEARWALLS AS 21.1X8 OR LESS SHTG. TO EA. BRG. (2) 0.131" X 2.5° FACE NAIL (� � �
<br /> SNDRY. BOUNDARY M.E.J. MASONRY EXPRNSION JOINT STEEL CONSTRUCTlON (IBC 1704.3} IBC TABLE 1704.3 INDICATED ON THE PLANS. 22.WIDER THAN 1X8 SHTG. TO BRG. (3) 0.131" X 2.5° FACE NAIL
<br /> B.O. BOTTOM OF MEZZ. MEZZANINE 23.BUILT-UP CORNER STUDS (2} 0.148" X 3.25" AT 12" O.C. FACE NAIL '
<br /> � B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER 4. SEE DETAIL 5/S1.1 FQR NOTCHING AND BLOCKING LIMITS. 24.BUILT-UP GIRQERS AND BEAMS (1} 0.148" X 3.25" AT 12" EA. EDGE STAGGERED � �'
<br /> B.O.F. BOTTOM OF FOOTING M�N. MINIMUM WELDING (IBC 1704.3.1 & AWS D1.1} NOTE 4. , r ; .
<br /> BRDG. BRIDGE(ING) MISC. MISCELLANEOUS 5. SEE DETAIL 6/S1,1 FQR BUNDLED STUDS AND SQUASH BLOCKS. ; ; U ' ; ` ; ;
<br /> X ' , <x:
<br /> SRG BEARING MTL. METAL
<br /> STAIR AND RAILING ,
<br /> BTM. BOTTOM REINFORCING STEEL (AWS D1.4) X NOTE 6 Y: ''
<br /> ,, , � ` :
<br /> BTWN. SETWEEN cN> NEW � BEARI �1� WA�� STUD SCNEDU �E 04 FASTE�1 �lG SCHEDU �E 4 �� - � �:` r � �
<br /> N.L.B. NON-LOAD BEARlNG EMBEDDED PLATE �
<br /> C CAMBER N0. NUMBER X
<br /> CAMB. CAMBER(ED) N.S. NEAR SIDE � a
<br /> �
<br /> � CANT. CANTILEVER(ED) N.T.S. NOT TO SCALE � ��
<br /> N.W.C.NORMAL WEIGHT CONCRETE ANCHORiNG SYSTEMS N
<br /> CF CUBIC FOOT N0. OF BUND�ED STUDS �' r� o
<br /> C.I.P. CAST IN PLACE ADHESIVE ANCNORS X PER MFR.
<br /> C.J. CONSTRUCTION JOINT O.C. ON CENTER d HOLE EDGE HOLE DIA.<2/5d PER PLAN ' �'�r �t? <�a
<br /> SINGLE STUD � � � .�
<br /> O.Q. OUTSIDE DIAMETER MECHANfCAL ANCHORS X PER MFR. (2} 0.162' DIA. X 3 1/2 AT 12 O.C, � , � a c,
<br /> CL CENTEft LINE � DISTANCE>5/8" HOLE EQGE TYPICAL � �,� ' ' �� '� �
<br /> ° CLG. CEILING O.F. OUTSIDE FACE PQWDER ACTUATED FASTENERS X PER MFR. o NOTCH , o �
<br /> CLR. CLEAR O.H. OPPOSITE HAND z {�' DISTANCE>5 8' cP � o
<br /> OPNG. OPENING ¢ DEPTH<1 f 4d � � � `�?`��' �S ��, .
<br /> COL. COLUMN � SINGLE STUD �
<br /> OPP. OPPOSITE `n � INTERIOR � ���
<br /> CONC. CONCRETE WOOD CONSTRUCTION (IBC 1704.6 & 1707.3) o ONLY
<br /> CONN. CONNECTION �RBT. ORIENTED�SIT�RAND BOARD SILL PLATE ANCHOR BOLTS X �
<br /> CONST. CONSTRUCTION � STUD 2X JOISTS PER PLAN
<br /> CONT. CQNTINUOS O.W.J. OPEN WEB JOIST FLOOR AND EDGE DIAPHRAGM NAILING X
<br /> � HOLE DIA.<2/5d
<br /> CTSK. COUNTERSINK iSB SHEAR PANELS � PLATE DOUSLE STUD � � �
<br /> PAR. PARALLEL X
<br /> CTR. CENTER(ED) � E-: � �- o
<br /> � CY CUBIC YARD P/C PRECAST SHEAR WALL NAILING X � � � �
<br /> ' PEN PANEL EDGE NAIL � \ o N .
<br /> d PENNY(NAILS) PERP. PERPENpICULAR DRAG STRUT }( o °N�° `�
<br /> DB DROPPED BEAM PL. PLATE HOLDOWNS X 2X SQUASH BLOCK � �
<br /> PL PROPERTY LINE NAIL W 2 0.162" DIA. X � � �
<br /> DBA DEFORMED BAR ANCHORS PLN PLAN 3 1 2' 4(8' O.C. STAGGERED `� � '
<br /> � DBL. DOUBLE _ �
<br /> DCW DEMAND CRITICAL WELD PLMBG. P�UMBING STRUCTURAL OBSERVATION (IBC 1709)
<br /> DEPT. DEPARTMENT PLYWD. P�YWOOQ � � �
<br /> CONCRETE CONSTRUCTION NOT REQUIRED
<br /> DET. DETAIL • PSF POUNDS PER SQUARE FQOT WALL PER BEARfNG �
<br /> DF DOUGLAS FIR PSI PQUNDS PER SQUARE WCH WOOD CONSTRUCTION NOT REQUIRED '� � WALL SCNEDULE �
<br /> DIA. DIAMETER P.T. PRESERVATIVE TREATED
<br /> DIAG. QIAGONAL PT POST TENSION(ED) INSPECTION SCHEDULE NQTES: SCALE: NONE SCALE: 3/4" = 1'-O" o 0
<br /> DIAPH. DIAPHRAGM I! �I(� I I f �; �
<br /> STUD NOTCHI�IG and BOR NG M TS �
<br /> DIM. DIMENSION QTY. QUANTITY » �� � a TYPICA� B�OC�\ I �JV a� BU�DLED STUDS ¢'
<br /> 1. ITEMS MARKED WITH ANQ X SHALL BE INSPECTED IN ACCORDANCE WITH IBC 17Q0 BY A CERTIFIED SPECIAL INSPECTOR FROM AN AGENCY APPROVED BY THE �
<br /> f DN. DOWN R. RADIUS JURISQICTION. � �
<br /> D.O. DITTO(REPEAT) 2. SPECIAL INSP�CTION SNALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICATOR'S PREMISES PER IBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDICTION � v�
<br /> ' DP. DEEP RAQ. RADfUS Q �-
<br /> PRIOR TO FABRICATION. F-
<br /> D.S. DRAG STRUT RE: REFERENCE �- q
<br /> REF. REFERENCE 3. CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SHALL BE ONSITE AT AL� TIMES THAT NtORK REQUIRWG SPECIAL INSPECTION IS PERFORMED. PERIODIC � ¢ .
<br /> DWG. DRAWING(S) SPECIAL INSPECTION SHALL ALLOW INSPECTION AT THE INTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECIA� INSPECTION IS IN COMPLIANCE WITH m �
<br /> � DWL. DOWEL(S) REINF. REINFORCEMENT(ING) THE RE QUIREMENTS. "'
<br /> REQ. REQUIRED �-
<br /> R.F. RIGID FRAME 4. ALL WELDS SHALL BE VISUALLY INSPECTED. � � ,
<br /> (E) EXISTING 5. PERIODIC SPECIAL INSPEGTIONS NALL BE ALLOWED FOR SHOP WELDING OF ASTM A706 REINFQRCEMENT N0. 5 OR SMALLER USED FOR E�IBEDDED ITEMS, PROVIDED w E-
<br /> R.O. ROUGH OPENING Q
<br /> EA. EACH THAT: THE MATERIALS AND THE QUA�IFICATIONS OF WELDWG PROCEDURES AND WELDERS AftE VERIFIED PRIOR TO THE START OF WORK, THAT PERIODIC
<br /> E.E. EACH END R.S. ROUGH SAWN 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 /> E.F. EACH FACE 6. THE SPECIAL INSPECTOR SHALL PROVIDE TME BUILDING OFFICIA�, OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR WITH COPIES OF ALL REPORTS AND � � Z
<br /> SCH. SCHEDULE z W
<br /> E.J. EXPANSION JOINT SCL STRUCTURAL COMPOSITE WOOD TEST RESULTS (IBC 1704.2.4) 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN.
<br /> E�. ELEVATION SCHED. SCHEDULE
<br /> ELEV. ELEVATOR '�"�
<br /> � EMBD. EM�ED MENT SHT. SHEET Z
<br /> � � SIM. SIMILAR �
<br /> EN EDGE NAIL S.J. SHRINKAGE CONTROL JOINT � � � �
<br /> ENG. ENGINEER SKW. SKEW(ED) z O O O O O O O
<br /> . E4. EQUAL � .` . . . . . .�.�
<br /> S.O.G. SLAB ON GRAD� ^ � -
<br /> EQPT. EQUIPMENT N ,
<br /> > E.W. EACH WAY SPC. SPACE(S) (ING} �
<br /> EXP. EXPANSION SPEC. SPECIFICATION(S) z
<br /> ¢ RlM JOIST HEAD-QUT FOR �
<br /> EXST. EXISTING SQ. SQUARE � PLUMBING, MECH., �
<br /> EXT. FxTERIOR STD. STANDARD � ETG. 1 1/2" DIA. MAX. d
<br /> STGR. STAGGER �- HOLE SIZE THIS ZONE �
<br /> FAB. FABRICATION STIFF. STIFFENER(S) Q _ d/3 MAX.
<br /> FB FLUSH BEAM STIR. STIRRUP(S) � � � �
<br /> FQN. FOUNDATION STL STEEL � I � ( 2x10 �
<br /> F.F. FINISH FLOOR STRUC. STRUCTURAL � � - ( �
<br /> f FIN. FINISH(ED) STRUCT. STRUCTURAL I �i I �
<br /> FLG. FLANGE SUSP. SUSPENDED(TION) I `�' ( � �
<br /> FLR. FLOOR SYMM, SYMMETRICAL ���
<br /> FN FIELD (FACE) NAIL I EA1�END NGER � �
<br /> F.O. FINISHED OPENING T. TOP
<br /> , F.O.C. FACE OF CONCRETE T.&B. TOP AND BOTTOM f _ I 3/4" = 1'-0" � ,
<br /> F.O.M. FACE OF MASONRY TEMP. TEMPORARY (
<br /> F.O.S. FACE OF STUD T.&G. TONGUE AND GROOVE I I U210 HANGER 8 J01 ST B OR �l G �I Nl I TS � � .�
<br /> �
<br /> v
<br /> F.O.W. FACE OF WALL THK. THICK(NESS) �
<br /> FRM. FRAME(ING) THRD. TNREADED � �
<br /> F.S. FAR SIDE
<br /> TN TQE NAIL I (16o O.CS U N 0. P RN �
<br /> FT. FEET(FOOT) T.O.S. T O P O F S H E A T H I N G(S L A B) � � P L A N) _�
<br /> FRTW FIRE RETARDANT TREATED WOOD T.O.W. TOP OF WALL ¢ � ( 2x 1 0 r--1 �•e{
<br /> FTG. FQOTING TRANSV, TRANSVERSE N
<br /> f T.O.S.. TOP OF STEEL �:. ( ��{ .�
<br /> GA. GAUGE TYP. TYPICAL o G � -� �
<br /> GALV. GALVANIZE(D) � ( 1'-4" 1'-4" I FOR JOIST SPANS UP TO �
<br /> GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE , �
<br /> G�B GLUE LAMINATED BEAM U/S UNDERSIDE ( � 11'-0', A SINGLE JOIST _
<br /> , GRO. GRADE I I MAY BE HEAD OFF TO Q.� Q
<br /> GWB GYPSUM WALLBOARD V. VERTICAL ( � ADJACENT SINGLE JOISTS � �
<br /> GYP. GYPCRETE VERT. VERTICAL I I
<br /> �
<br /> VIF VERIFY IN FIELD � � � O
<br /> H. HORIZONTAL ( � FOR JOIST SPANS �� �y �
<br /> HD HOLDQWN W. WIDE(WIDTH) f BETWEEN 11'-0" AND � �,
<br /> N.D.G. HOT DIPPED GALVANIZED W/ WITH ( � 16�-6" ADD ADDITIONAL C� �
<br /> HDR. HEADER W/0 WITHOUT ( � 2x10 JOIST ADJACENT TO � � �
<br /> HGR. HANGER WD. W04D � HEAD OUT. � � �
<br /> � HORZ. HORIZONTAL W.H.S. WELDED H�ADED STUDS � I U �
<br /> HORIZ. HQRIZONTAL W.P. WQRK POINT z NOTE: JOIST HEAD -OUT F-i �
<br /> HR HEADER W.S. WELDED STUD � i � IS FOR UN UNIFORMLY � �
<br /> H.S.B. HIGH STRENGTH BOLT WT. WEIGHT � _ LOADED FLOOR JOISTS � �
<br /> HT. HEIGHT W.W.F. WELDED WIRE FABRIC -I- - _- - - _- � ONLY � � y
<br /> � - - - -
<br /> ' I.D. INSIDE DIAMETER X-STG EXTRA STRONG � � W w
<br /> I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG � E � �
<br /> I.F. INSIDE FAGE �
<br /> YD YARD m
<br /> PLAN - JOIST HEAD-OUT
<br /> SCALE: 3/4" = 1'-O+'
<br /> � 0 � � JOIST HEAD-OUT DETA �S 11 •
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