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�II A�B R E VI A T LJ I V S � S P E��/�1� I V S P E�T O I V S� TE S TI I V V C�I I� � S TR V �TU R A� O�S E R VA T O� S�H E D U LE ROUGH fRAMING NAILING SCHEDULE (IN UEU OF IBC TABLE 2304.9.1}
<br /> , WAI,L TYPE LEVEL PLATE SIZE STUD SIZE AND SPACING
<br /> & AND IN. INCHE(S) o
<br /> C� AT INFO. INFORMATION INSPECTION fTEMS CONTINUOUS PERIODIC TESTING COMMENTS EXTERIOR GONNECTION FASTENING �
<br /> ' - " 1. JOIST TO SI�L OR GIRDER 3 0.131" X 2.5" TOENAILS �
<br /> FEET(FOOT) INT. INTERIOR GROUND MAIN 2 X 6 2X6 C� 16 O.C. O
<br /> 2X6 Q 16"O.C. T ENAILS EA. END
<br /> INCH INCHES
<br /> MAIN UPPER 2. BRIDGING TO JOIST 3 0.131 X 2.5 0 �
<br /> SOIL & FOUNDATIQNS IBC 1704.7
<br /> � 7
<br /> � ) ( ) »
<br /> » „
<br /> �
<br /> # P O U N Q(S), N U M B E R J S T. J O I S T U P P E R-R O O F 2 X 6 2 X 6 Q 1 6 O.C. 3. 1 X 6 O R L E S S S U B F L R. T O J S T. (2) 0.1 3 1 X 2.5 F A C E N A I L
<br /> S I T E P R E P A R A T f O N E X C A V A T I O N & G R A D I N G G E O T E C H » �
<br /> ,
<br /> X
<br /> - EQUAL(S) JT. JOINT 4. WIDER THAN 1X6 SUBFLR. TO JST. (3) 0.131" X 2.5 FACE NAIL
<br /> ^ INTERIOR
<br /> !, / PER SUBSURFACE DRAINAGE GEOTECH GROUND-MAIN 2 X 4 2X4 C� 12��O.C. 5. 2" SUBFLOOR TO JST./GIRDER (2) �.148" X 3.25" BLIND & FACE NAIL U �
<br /> K KIPS(1000) MAIN-UPPER 2 X 4 2X4 Q 16 O.C. 6. SOLE PLATE TO JST. OR BLKG. (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL z � ^
<br /> FILL PLAGEMENT & COMPACTION � X GEOTECH „ „ „ „
<br /> I A.B. ANCHOR BOLT UPPER-ROOF 2 X 4 2X4 � 16'Q.C. AT BRACED WALL PANEL (2) 0.148 X 3.25 AT 12 O.C. FACE NAIL � �
<br /> ' ABV, ABQVE LAT. LATERAL FIELQ 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. POUND(S) PARTY
<br /> ADJ. ADJACENT L,B. LAG BOLT(S) (DBL WALL) GROUND-MAIN 2 X 4 EA. WALI. 2X4 @ 16"O.C. EACH WALL 8. STUD TO SOLE PLATE (4) 0.131" X 2.5 TOENAIL o 0
<br /> A L U M. A L U M I N U M L G. L O N G(I T U D I N A�) CONCRET E C ONST RU CTION (IBC 1704.4� IBC TABLE 1704.4 MAIN-UPPER 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH WAL� (OR) (2) 0.148" X 3.25" O.C. END NAIL � `�' .
<br /> ALT. A�TERNATE LGTH. LENGTH REINFORCEMENT � UPPER-ROOF 2 X 4 EA. WALL 2X4 @ 16"O.C. EACH WALL 9. DOUBLE STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL � � �
<br /> I�I, APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING - 10.D0UBLE TOP PLATES (1) 0.148" X 3,25' AT 12" O.C. TYP. FACE NAIL � � �
<br /> ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL DOUBLE TOP PLATE LAP SPLICE (20) 0.148 X 3.25 FACE NAILS � o
<br /> BEARING WAL� NOTES c�
<br /> ASSY ASSEMBLY LLV LONG LEG VERTICAL 11.JOIST/RAFTER BLKG. TO PLATE (3) 0.148 X 3.25" TOENAILS � �
<br /> 1. SEE SHEARWALL SCHEDULE SHEET S1.2 FOR WALL SHEATHING, ADDITIONAL PLATE AND STUD 12.RIM JOIST TO TOP PLATE 1 0.148 X 3.25" AT 12" O.C. TOENAIL � °�
<br /> LSN LQNG SLOTTED HQLE S ,> „ a�
<br /> B. BOTTOM � ) REQUIREMENTS, BLOCKING AND PLATE NAILING. SEE 06100 ROUGN FRAMING STRUCTURAL NOTES t � �
<br /> I BEL, BELOW LT. WT. LIGHT WEIGHT 13.TOP PLATE LAP INTERSECTIONS (2) 0.148" X 3.25" FACE NAfL � .�
<br /> BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGHT ANCHOR BOLTS & HOLDOWNS X SHEET S1.0 FOR SPECIES AND GRAQE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME 14.D�UBLE 2X JOIST/HEADER (1) 0.148" X 3.25" AT 12" FACE NAIL EA. EDGE W � �
<br /> SHEARWALL TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING.
<br /> B.F. BRACED FRAME " ° � �
<br /> EMBEDDED ITEMS 15.CEILING JOISTS TO RLATE (3) 0.131 X 2.5 TOENAIL - o �
<br /> BLDG. BUILDING MAS. MASONRY X 16.CONTINUOUS HEADER TO STUD (4) 0.131" X 2.5" TOENAILS � � ,-�
<br /> I� BLK. BLOCK MASN. MASONRY PREPARATION OF TEST SPECIMENS 2. SECURE SILL PLATES TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS WITH 7" EMBED, AT 48" ON CENTER „ , ,�
<br /> BLKG. BL4CKING MAT. MATERIAL TYPICAL UNLESS NQTED OTHERWISE. REFER TO SHEARWALL AND HOLDOWN SCHEDULE FOR ADDITIONAL 17.CLG. JST. LAP AT PARTITIONS (3) 0.148 X 3.25' FACE 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 � � �
<br /> BM. BEAM M.B. MACHINE BOLT FOR CQRROSION PROTECTION REQUIREMENTS F4R CQNNECTORS. 19,RAFTER TO PLATE (3) 0.131;; X 2.5" TOENAIL � z �
<br /> BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER 20.1X BRACE TO EA. STUD & PLATE (2) 0.131 X 2.5" FACE NAI� � o �
<br /> . SE D TAIL 5 S9.0 FOR TOP PLATE SPLICE. PROVI�E ADDITIONA� CONNECTORS AT SHEARWALLS AS " " E NAIL (� � Q
<br /> B N B O U N D A R Y N A I L I N G M E C H. M E C H A N I C A L 3 E E / 2 1.1 X 8 O R L E S S S H T G. T O E A. B R G. (2) 0.1 3 1 X 2.5 F A C
<br /> BNDRY. BOUNDARY M:E.J, MASONRY EXPANSION JOINT STEEL CONSTRUCTION (IBC 1704.3� IBC TAB�E 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 M E Z Z. M E Z ZA N I N E 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 FOR NOTCHING AND BLOCKING LIMITS. 24.BUILT-UP GIRDERS AND BEAMS (1) 0.148" X 3.25" AT 12" �A. EDGE STAGGERED ; ; �
<br /> � � :,�
<br /> B.O.F. BOTTOM OF FOOTING MIN. MINfMUM WELDING (IBC 1704,3.1 & AWS D1.1� NOTE 4. ; i
<br /> ' MISC. MISCELLRNEOUS X 5. SEE DETAIL 6/S1.1 FOR BUND�ED STUDS AND SQUASH BLOCKS. ' � {�'� ' s
<br /> BRDG. BRfDGE(lNG) MTL METAL STAIR AND RAILING
<br /> BRG. BEARING ;� � �� ��
<br /> � ��
<br /> B . BOTTOM REINFORCING STEEL AWS D1.4 X NOTE 6 � j '<:
<br /> �
<br /> I BTWN. BETWEEN (N) NEW ( } ,
<br /> �3 BEAR f� G WA�� STUD SCHEDUI�E 04 FASTE �1G SCHED� E �
<br /> .
<br /> : . .�� : . ..; ; � fn::
<br /> N.L.B. NON-LOAD BEARING
<br /> C CAMBER NQ. NUMBER EMBEDDED PLATE X �
<br /> CAMB. CAMBER(ED) N.T.S. NOTRTO��SCALE S `�� N
<br /> CANT. CANTILEVER(ED) .
<br /> CF CUBIC FOOT N.W.C.NORMAL WEIGHT CQNCRETE ANCHORING SYSTEMS N0. OF BUNDLED STUDS �r� o
<br /> � 1
<br /> C.I.P. CAST IN PLACE ADNESIVE ANCHORS X PER MFR. HOLE DIA.<2/5d PER PLAN ,� ti fc��c�
<br /> C.J. CONSTRUCTION JOINT O,C. ON CENTER d HOLE EQGE SINGLE STUD , „ , � � j � � ,�
<br /> CL CENTER LINE O.D. OUTSIQE DIAMETER MECHANICAL ANCHORS X PER MFR. (2� 0.162' D4A. X 3 1/2 AT 12' O.C. � . a �
<br /> '- DISTANCE>5 j8" TYPICAL � w � �� o
<br /> O.F. OUTSIDE FACE POWDER ACTUATED FASTENERS FR. z NOTCH HQLE EDGE Q � � ,�
<br /> CLG. CEILING X PER M o
<br /> CLR. CLEAR O.H. OPPOSITE HAND z DEPTH<1/4d � DISTANCE>5/8 �� ��� �
<br /> COL. COLUMN OPNG. OPENING � � SINGLE STUD � ?�'��
<br /> CONC. CONCRETE OPP. OPPOSITE WOOD CONSTRUCTION (lBC 1704.6 & 1707.3} o o NY ERIOR
<br /> CONN. CONNECTION ORNT. ORIENTATE(ION) SILL PLATE ANCHOR BOLTS M
<br /> CONST. CONSTRUCTION OSB ORIENTED STRAND BOARD X � STUD 2X JOISTS PER PLAN
<br /> CONT. CONTINUOS O.W.J. OPEN WEB JOfST FLOOR AND EDGE DIAPHRAGM NAILWG X � HOLE DIA.<2/5d �
<br /> CTSK. COUNTERSINK iSB SHEAR PANE�S o PLATE DOUBLE STUD �-
<br /> PAR. PARALLEL X W `� ,� �
<br /> CTR. CEN ER ED F � o
<br /> T
<br /> � )
<br /> ¢ � o0
<br /> I CY CUBIC YARD P/C PRECAST SHEAR WALL NAILING X �,
<br /> PEN PANEL EDGE NAIL '
<br /> PERP. PERPENDICULAR DRAG STRUT X Q o � �
<br /> d PENNY(NAILS) �
<br /> DB DROPPED BEAM PL. PLATE H4LDOWNS }( 2X SQUASH BLOCK �
<br /> DBA DEFORMED BAR ANCHORS PL PROPERTY LINE NAIL W/ (2) 0.162" DIA. X � �
<br /> � DBL. DOUBLE PLN PLAN 3 1/2" C� 8" O.C. STAGGER�D �
<br /> w �,
<br /> DCW DEMAND CRITICAL WELD PLMBG. PLUMBING STRUCTURAL OBSERVATION (IBC 1709)
<br /> DEPT. DEPARTMENT PLYWD. PLYWOOD CONCRETE CONSTRUCTION NOT REQUIRED
<br /> DET. DETAIL PSF POUNDS PER SQUARE FOOT o
<br /> PSI POUNDS PER SQUARE INCH WQOD CONSTRUCTION NOT REQUIRED WALL PER BEARING
<br /> DF DOUGLAS FIR WALL SCHEDULE
<br /> �
<br /> P.T. PRESERVATIVE TREATED
<br /> QIA. DIAMETER SCALE: NQNE SCALE: 3/4" = 1'-0° z �
<br /> � DIAG. DIAGONAL PT POST TENSION(ED) �
<br /> INSPECTION SCHEDULE NOTES: o
<br /> DIAPH. DIAPHRAGM � a
<br /> DIM. DIMENSION QTY. QUANTITY 1. ITEMS MARKED WITH AND "X" SNALL BE INSPECTED IN ACCORDANCE WITH IBC 1700 BY A CERTiFIED SPECIAL WSPECTOR FROM AN AGENCY APPROVED BY THE � S TU D �10 TC N I�l G a n d B 0 R I�l G �I� TS 0 TYP I C A� B�.0��C I�1 G a t B�(�D�E D S T�D S >
<br /> W
<br /> DN. DOWN r�
<br /> JURISDICTION.
<br /> D.O. DITTO(REPEAT) R. RADIUS 2. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR WORK IN AN APPROVEQ FABRICATOR'S PREMISES PER IBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDICTION J �
<br /> DP. DEEP RAD. RADIUS PRIOR TO FABRICATION. ¢ �
<br /> CE
<br /> F-
<br /> D.S. DRAG STRUT R
<br /> E: REFEREN _ Q
<br /> 3. CONTINUOUS SPECIAL INSPECTIQN REQUIRES THE INSPECTOR SHALL BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. PERIODIC � ¢
<br /> DWG. DRAWING S
<br /> REF. REFERENCE �,
<br /> c�
<br /> O SPECIA� INSPECTION SHALL ALLOW INSPECTION AT THE INTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH �
<br /> REINF. REINFORCEMENT ING cn
<br /> � )
<br /> DWL. DOWEL(S) REQ. REQUIREQ THE REQUIREMENTS. �
<br /> 4. ALL WELDS SHALL BE VISUALLY INSPECTED.
<br /> - �
<br /> �
<br /> R.F. RIGID FRAME cn
<br /> (E) EXISTING 5. PERIODIC SPECIAL INSPECTIONS NA�L BE ALLOWED FOR SHOP WE�DING OF ASTM A706 REINFORCEMENT N0. 5 OR SMALLER USED FOR EMBEDDED ITEMS, PROVIDED � E-
<br /> R.Q. RQUGH OPENING �
<br /> EA. EACH TNAT: THE MATERIALS AND THE QUALIFICATIDNS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK, THAT PERIODIC �
<br /> R.S. ROUGH SAWN
<br /> E.E. EACH END INSPECTIONS ARE MADE OF WORK IN PROGRESS, AND THAT A VISUAL INSPECTION OF ALL WELDS IS MADE PRIQR TQ SNIPMENT OF SHOP WELDED ITEMS. c�
<br /> E.F. EACH FACE 6. THE SPECIAL INSPECTOR SHALL PROVIDE THE BUILDING OFFICIAL, OWNER, ARCHITECT, ENGINEER OF RECORD, AND CQNTRACTOR WITH COPIES OF ALL REPORTS AND � � �
<br /> E.J. EXPANSION JOINT SCH. SCHEDULE TEST RESULTS (IBC 1704.2.4) 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. z
<br /> I EL. ELEVATION 5CL STRUCTURAL COMPOSITE WOOD
<br /> ELEV. ELEVATOR SCHED. SCHEDULE T_
<br /> I EMBD. EMBED MENT SHT. SHEET
<br /> � � SIM. SIMILAR � � .
<br /> EN EDGE NAIL - � .
<br /> O � O �
<br /> S.J. SHRINKAGE CONTROL JOINT �,
<br /> ENG. ENGINEER SKW. SKEW(ED) O O O O O
<br /> EQ. EQUAL
<br /> Z �
<br /> R
<br /> E PT. E UIPMENT
<br /> S.O.G. SLAB ON G AQE g �
<br /> �/�'�
<br /> Q Q N `V
<br /> E.W. EACH WAY SPC. SPACE(S) (ING) z HEAD-OUT FOR
<br /> EXP. EXPANSION SPEC. SPECIFICATION(S)
<br /> EXST. EXISTING SQ. $QUARE � RIM JOIST
<br /> EXT. EXTERIOR STD. STANDARD � ET�MBING, MECH.> 1 1/2" DIA. MAX.
<br /> d �
<br /> STGR. STAGGER
<br /> � d/3 MAX. HOLE SIZE THIS ZONE O
<br /> STIFF. STIFFENER(S) � �
<br /> FAB. FABRICATION � �
<br /> FB FLUSH BEAM STIR. STIRRUP(S) �
<br /> FDN. FOUNDATION STL. STEEL ( ( �
<br /> F.F. FINISH FLQOR STRUC. STRUCTURA� m I � � 2x1Q �
<br /> FIN. FINISH(ED) STRUCT. STRUCTURAL I �i I � �
<br /> FLG. FLANGE SUSP. SUSPENDED(TION) I `V I Q� Q �
<br /> FLR. FLOOR SYMM. SYMMETR�CAL �
<br /> U210 HANGER
<br /> FN FIELD (FACE) NAIL
<br /> F.O. FINISHED OPENWG T. TOP � EA. END � �
<br /> F. .C. FACE OF CO C T.&B. TOP AND BOTTQM I I 3/4" = 1'-0" � �
<br /> 0 N RETE
<br /> F.O.M. FACE OF MASONRY TEMP. TEMPORARY I Q� O
<br /> F.O.S. FACE OF STUD T.&G. TONGUE AND GROOVE I I U210 HANGER �8 J 01 S T B 0 R G I M I TS �Lj �
<br /> THK. THICK NESS �
<br /> F.O. . FACE OF W L� I
<br /> V
<br /> W A � I 2x10 JOIST PER PLAN �/�
<br /> FRM. FRAME(ING) THRD. THREADED (16" O.C. U.N.O. PER �,/1 �
<br /> F.S. FAR SfDE TN TOE NAIL
<br /> � PLAN) 0
<br /> FT. FEET(FQOT) T.O.S. TOP OF SHEATHING(SLAB) �
<br /> I
<br /> FRTW FIRE RETARDANT TREATED WOOD T.O.W. TOP OF WALL z � �
<br /> FTG. FOOTING TRANSV. TRANSVERSE � I I 2x1Q �
<br /> T.O.S.. TOP OF STEEL � ( ,�
<br /> G . GAUGE TYP. TYPICAL a � � �
<br /> A �i
<br /> � �
<br /> > „ > >,
<br /> GALV. GALVANIZE D ( 1 -4 1 -4 �
<br /> GB. GRADE BEAM) U.N.O. U N L E S S N O T E D O T H E R W I S E F O R J O I S T S P A N S U P T O � �
<br /> GLB GLUE LAMINATED BEAM U/S UNDERSIDE � 11 -0', A SING�E JOIST
<br /> GRD. GRADE I I MAY BE HEAD OFF TO � Q
<br /> ADJACENT SINGLE JOISTS �,
<br /> GWB GYPSUM WALLBOARD V. VERTICAL � � �
<br /> GYP. GYPCRETE VERT. VERTICAL ( ( O r"'� �
<br /> VIF VERIFY IN FIELD ( � � O ,
<br /> H. HORIZONTAL � � FOR JOIST SPANS � bA
<br /> HD HOLDOWN
<br /> W. WIDE WIDTH �_ �� �-� �
<br /> � ) BETWEEN 11 0 AND
<br /> H.D.G. HOT DIPPED GALVANIZED W WITH I � '�
<br /> 16'-0" ADD ADDITIONAL � �
<br /> HDR. HEADER W/0 WITHOUT ( ( 2x10 JOIST ADJACENT TQ e�-1 �
<br /> `� � C�
<br /> NGR. HANGER WD. WOOD i � HEAQ OUT. !�,
<br /> HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS ^ � �,"5�
<br /> NORIZ. NORIZONTAL �
<br /> W.P. WORK POINT F�-i
<br /> I I �
<br /> HR HEADER W.S. WELDED STUD z V
<br /> Q
<br /> NOTE: JOIST HEAD -OUT H '�'-'
<br /> H.S.B. HIGH STRENGTH BOLT WT. WEIGHT � i i IS FQR UN UNIFORM�Y � �
<br /> HT. HEIGHT W.W.F. WELDED WIRE FABRIC � LOADED FLOOR JQiSTS � � l
<br /> �, N
<br /> � -�- - _- - - _ - I- ONLY J� v �
<br /> I.D. INSIDE DIAMETER X-STG EXTRA STRONG J - - - � w w
<br /> I.E. INVERT ELEVATION XX-STG DQUBLE EXTRA STRONG � I I
<br /> I.F. INSIDE FACE �
<br /> YD YARD m
<br /> PLAN - JOIST HEAD-OUT
<br /> SCA�E: 3/4" = 1'-0"
<br /> 9 10 JOIST NEAD-O�JT DETA �S 11 ' .
<br /> 0 � 0
<br /> �
<br />
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