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<br /> A g B R E ill A T 0�1 S 20 S P E C A I f� S P E C TI 0�l S, TE S T �1 G a n d S TR�J �TU R A Q��E R V A T O I V �l�N E D l.1 E ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.1)
<br /> WALL TYPE LEVEL PLATE SIZE STUD SIZE AND SPACING
<br /> & AND IN. INCNE(S) _ o
<br /> @ AT INFO. INF�RMATION INSPECTIQN ITEMS COf�TINUOUS PERIODIC TESTING COMMENTS CQNNECTION FASTENING �
<br /> ' FEET(FOOT) fNT, INTEftIOR EXTERIOR GROUND-MAIN 2 X 6 2X6 C� 16"O.C. 1. JOIST TQ SILL OR GIRDER (3) 0.131° X 2.5" TOENAILS �
<br /> " INCH (INCHES) SOIL & FOUNDATIONS (IBC 1704.7) MAIN-UPPER 2 X 6 2X6 C� 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"QC. 3. 1X6 OR LESS SUBFLR. TO JST. (2) 0.131" X 2.5° FACE NAIL � �
<br /> JT. JOINT SITE PREPARATION, EXCAVATI4N & GRADING X GEOTECH
<br /> EQUAL(S) 4. WIDER TNAN 1X6 SUBFLR. TO JST. (3} 0.131" X 2.5" FACE NAIL • a� .
<br /> / PER K KIPS(1000) SUBSURFACE DRAINAGE GEOTECH INTERIOR > > (> ;
<br /> GROUND-MAIN 2 X 4 2X4 @ 12"O.C. 5. 2" SUBFLOOR TO JST./GIRDER (2) 0.148' X 3.25' BLIND & FACE NAIL
<br /> FILL PLACEMENT & CO M PA CTION 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 NA1L z `�
<br /> A.B. A N C H O R B O L T X X G E O T E C H UPPER-ROOF 2 X 4 2 X 4 Q 1 6"O.C. �' '�
<br /> " " "AT BRACED WALL PANFL (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL � r,-,'
<br /> ABV. ASOVE LAT. LATERAL FIELD VERIFICATION OF BEARING CAPACITY X GEOTECH
<br /> � ADD. ADDITIONAL �B. POUNDES) 7. TOP PLATE TQ STUD (2) 0.148" X 3.25" O.C. END NAIL �
<br /> PARTY 8. STUQ TO SOLE PLATE (4) 0.131" X 2.5" TOENAIL o �
<br /> ADJ. ADJACENT L.B. LAG BOLT(S) (DBL WALL) GROUND-MAIN 2 X 4 EA. WALL 2X4 Q 16"O.C. EACH WALL �
<br /> ALUM. ALUMINUM LG. LONG(iTUDINAL) CONCRETE CONSTRUCTION (IBC 1704,4} IBC TAB�E 1704 4 MAIN-UPPER 2 X 4 EA. WALL 2X4 Q 16"O.C. EACH WALL (OR) (2) 0.148" X 3.25" O.C. END NAIL � � o
<br /> ALT. ALTER NA T E L G T H. L E N G T H X UPPER-ROOF 2 X 4 EA. W�LL 2X4 � 16"O.C. EACH WALL 9. DOUBLE STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL � � �
<br /> APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING R E I N F O R C E M E N T 10.DOUBLE TOP PLATES (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL � � �?
<br /> ARCH. ARCHITECT(URAL) LLH LONG LEG HQRIZONTA� DOUBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25" FACE NA1LS � � o
<br /> ASSY ASSEMBLY LLV LONG LEG VERTICAL BEARING WALL NOTES 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 •-
<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 /> BEL. BELOW LT. WT. LIGHT WEIGHT REQUIREMENTS, BLOCKING ANQ PLATE NAILING. SEE 06100 ROUGH FRAMING' STRUCTURAL NOTES 13.TOP P�ATE LAP INTERSEGTIONS (2) 0.148" X 3.25" FACE NAIL � -�
<br /> BEN BOUNDARY EDGE NAII ING L.W, LIGHT WEIGHT SHEET S1.0 FOR SPECIES AND GRADE QF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME ,> » ,> W cn �
<br /> ANCHOR BOLTS & HOLDOWNS X 14.DOUBLE 2X JOIST/NEADER (1) 0.148 X 3.25 AT 12 FACE NAIL EA. EDGE �
<br /> B.F. BRACED FRAME SNEARWALL TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING.
<br /> BLDG. BUILDING MAS. MASONRY EMBEDDED ITEMS X 15.CEILING JOISTS TO PLATE (3) 0.131" X 2.5" TOENAIL � �
<br /> � �� 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 WITH 5 f 8" DIA. ANCHOR BOLTS WITH 7' EMBED, AT 48 ON CENTER � �
<br /> BLKG. BLOCKING MAT. MATERIAL TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWA�L AND HOLDOWN SCHEDULE FOR ADDITIONAL 17.CLG. JST. LAP AT PARTITIONS (3) 0.148" X 3.25" FACE NAfL � � �
<br /> � BLW. BELOW MAX. MAXIMUM CONCRETE PLACEMENT ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATIVE TREATED WOOD IS USED, REFER TO THAT SECTION 18.GLG. JST. TO PARAL.LEL RAFTEft 3 0.148" X 3.25" FACE NAIL � � �
<br /> BM. BEAM M.B. MACHINE BOLT FOR CORROSION PROTECTION REQUIREMENTS FQR CQNNECTORS. 19.RAFTER TO PLATE (3) 0.131" 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 5/S9.0 FOR TOP PLATE SPLICE. PROVIDE ADDITIONAL CONNECTORS AT SHEARWALLS AS 21.1X8 OR LESS SHTG. TO EA. BRG. (2) Q.131" X 2.5" FACE NAIL (� � �
<br /> BNDRY. BOUNDARY M.E.J. MASQNRY EXPANSIQN JOWT STEEL CONSTRUCTION (IBC 1704.3� IBC TABLE 17Q4.3 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) O,148" X 3.25" AT 12" O.C. FACE NAIL
<br /> . f {
<br /> B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER 4. SEE QETAfL 5/S1.1 FOR NOTCHING AND BLOCKING I�IMITS. 24.BUI�T-UP GIRDERS AND BEAMS (1) 0.148" X 3.25' AT 12" EA. EDGE STAGGERED ; I� �y'�' �,,� $� {
<br /> B.O.F. BOTTOM OF FOOTING MIN. MINIMUM WELDING (IBC 17Q4.3.1 & AWS D1.1� NOTE 4. ;� , < �
<br /> BRDG. BRIDGE(ING) MISC. MISCEL�ANEOUS 5. SEE DETAIL 6 S1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. 4°F � �
<br /> X � ��
<br /> MTL. METAL STAIR AND RAILING ,
<br /> BRG. BEARING : .
<br /> BTM. BOTTOM REINFORCING STEEL (AWS D1.4) }( NdTE 6
<br /> �€��� x f 4 , " �
<br /> BTWN. BETWEEN �N� �EW 0 BEARI �IG WA�� STUD SCNEDU �E 04 FASTE�IING S�HEDU E �:: .� ..:: �.. , .::: ..t.�_:> > � .: :�:
<br /> N.L.B. NON-LOAD BEARING EMBEDDED PLATE
<br /> C CAMBER N0. NUMBER X -
<br /> �
<br /> � CAMB. CAMBER(ED) • • NEAR SIDE
<br /> - ,S ���� �
<br /> � CANT. CANTILEVER(ED) N.T.S. NOT TO SCALE
<br /> CF CU81C FOOT N.W.C.NORMAL WEIGHT CONCRETE ANCHORING SYSTEMS N0. OF BUNDLED STUDS �� �,
<br /> C.I.P. CAST IN PLACE ADNESIVE ANCHORS -- NQLE DIA.<2/5d PER PLAN �, � ����a
<br /> C.J. CONSTRUCTION JOINT O.C. ON CENTER X PER MFR. -''- SINGLE STUD � �
<br /> d HOLE EDGE " ' ' � � � `�
<br /> CL CENTER LINE Q•D. OUTSiDE DIAMETER MECHANICAL ANCHORS `� PER MFR. � „ (2) Q.162 DIA. X 3 1/2' AT 12' O.C. � , . �� a �
<br /> CLG. CEILING POWDER AGTUATED FASTENERS -' NOTCN DISTANGE>5/8 HOLE EDGE TYPICAL � o �
<br /> O.F. OUTSfDE FACE z
<br /> O.H. OPPOSITE HAND
<br /> }( PER MFR. o DISTANCE>5 8 �=� � ��`'
<br /> DEPTH<1/4d � E � � ��y '�>
<br /> C L R. C L E A R OPNG. OPENING z
<br /> COL. COLUMN � SINGLE STUD � � �y��
<br /> CONC. CONCRETE OPP. OPPOSITE WOOD CONSTRUCTION (lBG 1704.6 & 1707.3� � INTERIOR
<br /> ORNT. ORIENTATE ION o ONLY
<br /> CONN. CONNECTION � } SILL PLATE ANCHOR BOLTS �
<br /> CONST. CONSTRUCTION OSB ORIENTED STRAND BOARD X � STUD 2X JOISTS PER PLAN
<br /> CONT, CONTINUOS O.W.J. OPEN WE� JOIST FLOOR AND EDGE DIAPHRAGM NAILING X � HOLE DIA.<2/5d
<br /> CTSK. COUNTERSINK � PLATE DOUBLE STUD � �
<br /> - PAR. PARALLEL iSB SNEAR PANELS X � ;� �
<br /> CTR. CENTER(ED) _ � r � �-�- o
<br /> � CY CUBIC YARD P/C PRECAST SHEAR WALL NAILING X � �, � CQ
<br /> PEN PANEL EDGE NAIL Q � o �
<br /> d PENNY(NAILS) PERP. PERPENDICULAR DRAG STRUT X � � `-
<br /> DB DROPPED BEAM P L. P LA T E HOLDOWNS }( 2 X S Q U A S H B L O C K �
<br /> PL PROPERTY LWE NAIL W 2 0.162" DIA. X a 0
<br /> DBA DEFORMED SAR ANCHORS � � �
<br /> P L N P L A N3 1/2" @ 8" O.C. S T A G G E R E D � �
<br /> DBL. DOUBLE PLMBG. PLUMBING STRUCTURAL OBSERVATION IBC 1709
<br /> DCW DEMAND CRITICAL WE�D PLYWD. PLYWOOD t > �
<br /> DEPT. DEPARTMENT CONCRETE CONSTRUCTION NOT REQUIRED �
<br /> DET. DETAIL PSF POUNDS PER SQUARE FOOT WALL PER BEARING �
<br /> DF DOUGLAS Flft PSI POUNDS PER SQUARE INCH WOOD CONSTRUCTION NOT REQUIRED WALL SCHEDULE �
<br /> DIA. DIAMETER P.T. PRESERVATIVE TREATED
<br /> DIAG. DfAGONAL PT POST TENSION(EQ) SCALE: NONE � �� _ o
<br /> SCALE: 3 4 - 1'-4" z
<br /> D�APN. DfAPHRAGM INSPECTIQN SCHEDULE NOTES: o �
<br /> DIM. DIMENSION QTY. QUANTITY , ,. 0 STUD �1QTCH1�1G and BORI�I� �IN11TS � TYPICAI� B�OCKI�1� at BUND�ED ST�JDS �
<br /> � 1. ITEMS MARKED WITH AND 'X SHALL BE INSPECTED IN ACCORDANCE WITH IBC 1700 BY A CERTIFIED SPECIAL fNSPECTOR FROM AN AGENCY APPROVED BY THE
<br /> DN. DOWN JURISDICTION. �
<br /> D.O. DITTO(REPEAT) R. RADIUS 2. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICATOR'S PREMISES PER IBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDICTfON � �
<br /> RAD. RADIUS <c r
<br /> DP. DEEP PRIOR TO FABRICATION. �-
<br /> D.S. DRAG STRUT R�� REFERENCE �-- �i
<br /> 3. CQNTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SNALL BE ONSfTE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. PERIODIC � Q
<br /> REF. REFER�NCE a, v
<br /> DWG. DRAWING(S) REINF. REINFORCEMENT(ING) SPECIAL INSPECTION SHALL ALLOW INSPECTION AT THE INTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WfTH �
<br /> DWL. DOWEL(S) THE REQUIREMENTS.
<br /> REQ. REQUIRED �
<br /> 4. ALL WELDS SHALL BE VISUALLY INSPECTED. �
<br /> R.F. RIGED FRAME � cn
<br /> (E) E X I S T I N G 5. P E R I O D I C S P E G I A L I N S P E C T I O N S H A L L B E A L L O W E D F O R S H O P W E L D I N G O F A S T M A 7 0 6 R E I N F O R C E M E N T N 0. 5 O R S M A L L E R U S E D F O R E M B E D D E D I T E M S, P R Q V I D E D � i-
<br /> R.O. ROUGH OPENING �
<br /> EA. EACH TNAT: THE MATERIALS AND THE QUALIFICATIONS OF WELDING PRQCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK, THAT PERIOQIC �
<br /> R.S. ROUGN SAWN •
<br /> E.E. EACH END INSPECTIONS ARE MADE OF WORK IN PROGRESS, AND THAT A VISUA� INSPECTION OF ALL WELDS IS MADE PRIOR TO SHIPMENT OF SNOP WELDED ITEMS. 0 �
<br /> E.F. EACH FACE 6. THE SPECIAL INSPECTOR SHALL PROVIDE THE BUILDING OFFICIAL, OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR WITH COPIES OF ALL REPORTS AND 2 � w
<br /> SCH. SCHEDULE 3 X HOLE DiA. MIN. 3 X HOLE D1A. MIN. 3 X HOLE DIA. MIN.
<br /> E.J. EXPANSION JOINT TEST RESULTS (IBG 1704.2.4)
<br /> EL ELEVATION SCL STRUCTURAL COMPOSITE WOOD
<br /> ELEV. ELEVATOR SCHED. SCH�DULE
<br /> EMBD. EMBED MENT SHT. SHEET
<br /> � ) SIM. SIMILAR �
<br /> EN EDGE NAIL - �
<br /> ENG. ENGINEER S.J. SHRINKAGE CONTROL JOINT `" O O O O
<br /> EQ. EQUAL SKW. SKEW(ED) � O O � O � �
<br /> S.O.G. SLAB ON GRADE \
<br /> EQPT. EQUIPMENT SPG. SPACE(S) (ING)
<br /> E.W. EACH WAY N �
<br /> EXP. EXPANSION SPEC. SPECIFICAT�ON(S) �
<br /> EXST. EXISTING SQ. SQUARE � RIM JOIST PLUMBINGT MECH., �
<br /> EXT. EXTERIOR STD. STANDARD � ETC. 1 1/2" DIA. MAX.
<br /> d �
<br /> STGR. STAGGER °; d/3 MAX. HOLE SIZE THIS ZONE O
<br /> F�AB. FABRICATION STIFF. STIFF�NER(S) � � _ _ _ , _ _ _ _�_ �
<br /> FB FLUSH BEAM STIR. STIRRUP(S)
<br /> FDN. FOUNDATION STL. STEEL �
<br /> F.F. FINISH FLOOR STRUC. STRUCTURAL m � � � 2x10 `�'
<br /> FIN. FINISH(ED) STRUCT. STRUCTURAL I "i I � /��'`�
<br /> FLG. FLANGE SUSP. SUSPENDED(TION) ( `V I �� I-•�
<br /> FLR. FLOOR SYMM. SYMMETRICAL
<br /> ( � U210 HANGER � Q�
<br /> FN FIELD (FACE� NAIL T. TOP � EA. END
<br /> F.O. FINISHED OPENfNG � �
<br /> F.Q.C. FACE OF CONCRETE T.&B. TOP AND BOTTOM I I 3/4" = 1'-0"
<br /> F.O.M. FACE OF MASONRY TEMP. TEMPORARY I 8 �O S T B O(\ N V L �I TS � �"+
<br /> F.O.S. FACE OF STUD T.&G. TONGUE AND GRQOVE ( I U210 HANGER �__� �
<br /> F.O.W. FACE OF WALL THK. THICK(NESS) I 2x10 JOIST PER PLAN �", �
<br /> FRM. FRAME(ING) THRD. THREADED �-/� •
<br /> F.S. FAR SIDE I I
<br /> TN TdE NAIL (16" O.C. U.N.O. PER �1 O
<br /> FT. FEET(FOOT) T.O.S. TQP QF SHEATHING(SLAB) I PLAN)
<br /> FRTW FIRE RETARDANT TREATED WOOD T.O.W. TOP QF WALL Z I I � �.-�
<br /> FTG. FOOTING TRANSV. TRANSVERSE N I I 2x1Q �
<br /> T.O.S.. TOP OF STEEL ,- I �
<br /> GA. GAUGE TYP. TYPICAL o � � CC� �
<br /> GALV. GALVANIZE(D) U.N.O. UNLESS NOTED OTHERWISE � I 1'-4" 1'-4" � � �
<br /> GB. GRADE BEAM FOR JOIST SPANS UP TO
<br /> GLB GLUE LAMINATED BEAM U/S UNDERSIDE ( � 11'-0", A SINGLE JOIST
<br /> GRD. GRADE
<br /> I I MAY BE HEAD OFF TO � Q
<br /> GWB GYPSUM WALLBOARD V• VERTICAL � � ADJACENT SINGLE JOISTS '"�� �
<br /> GYP. GYPCRETE VERT. VERTlCAL I I � � �
<br /> VIF VERIFY IN FIELD � � � o
<br /> H. NORIZONTAL '
<br /> HD HO�DOWN W. WIDE(WIDTH) I I FOR JOIST SPANS �
<br /> � BETWEEN 11'-0" AND '�'°'i � r,..,
<br /> H.D.G. HOT DIPPED GALVANIZED W/ WITN 16'-0" ADD ADDITIONAL � ,�i
<br /> HDR. NEADER W/0 WITNOUT i i 2x10 JOIST ADJACENT TO �-1 w �
<br /> HGR. HANGER WD. WOOQ I HEAD OUT. � � �
<br /> HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS � ^
<br /> HORIZ. HORIZONTAL W.P. WORK POINT Q i � NOTE: JOIST HEAD -OUT '� �
<br /> HR HEADER W.S. WELDED STUD J IS FOR UN UNIFORMLY � 4�
<br /> H.S.B. HIGH STRENGTH BOLT WT. WEIGHT � � �
<br /> HT. HEIGHT W.W.F. WELDED WIRE FABRIC W i i L�ADED FLOOR JOISTS �
<br /> n- � - � - - - - -�- ONLY '� � ,`�
<br /> I.D. INSIDE DIAMETEft X-STG EXTRA STRONG ¢ - - - - - - - - - � � W
<br /> I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG � ( �
<br /> I.F. INSIDE FACE ca
<br /> YD YARD � --. •
<br /> PLAN - JOIST HEAD-OUT
<br /> SCALE: 3 f 4" = 1'-0"
<br /> g�� 1 � JOIST NEAD-OUT DETAI�S 11 •
<br />
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