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A B B R E UT A TI 0�l S � 2[� S P E C A� N S P E C T 0�l S a T E S Tf I V G CI I� � S T R U �TU R A L O B S E R V A T \.J I V S l�H E U V L E - ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.1)
<br /> - WALL TYPE LEVEL PLATE SIZE STUD SIZE ANO SPACING
<br /> & AND �N. �NCHE(s) INSPECTION ITEMS CONTINUOUS PERIODIC TESTING COMMENTS coNNECT�oN FasTENiNc �
<br /> C� AT INFO. INFORMATION EXTERIOR �
<br /> ' FEET{FOOT) INT. INTERIOR GROUND-MAIN 2 X 6 2X6 0 16"O.C. 1. JOIST TO SILL OR GIRDER (3) 0.131" X 2.5" TOENAILS �
<br /> " INCH (INCHES) SOIL & FOUNDATIONS (IBC 1704.7� MRIN-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 C� 16"O.C. 3. 1X6 OR LESS SUBFLR. TO JST. (2) 0.131" X 2.5" FACE NAIL �
<br /> EQUAL(S) �T. JOINT SI7E PREPARATION, EXCAVATION & GRADING X GEOTECH 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" SUBFLQOR TO JST./GIRDER (2) 0.148" X 3.25" BLIND & FACE NAIL z �
<br /> K KIPS(1000) MAIN-UPPER 2 X 4 2X4 � 16°O.C. 6. SOLE PLATE TO J$T. OR BLKG. (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL
<br /> FILL PLACEMENT & COMPACTION X X GEOTECH ,� ,� „ „ „ „ -
<br /> A.B. ANGHOR BOLT UPPER-ROOF 2 X 4 2X4 C� 16"Q:C. AT BRACED WALL PANEL (2) 0.148 X 3.25 AT 12 O.C. FACE NAIL � �
<br /> ABV, ABQVE LAT. LATERAL FIELD VERIFICATION OF BEARING CAPACITY X GEOTECH 7. TOP PLATE TO STUD (2) 0.148" X 3.25" O.G END NAIL
<br /> ADD. ADDITIONAL �B. POUND(S) PARTY
<br /> ADJ. ADJACENT L.B. LAG BOLT(S) (DBL WALL) GROUND-MAIN 2 X 4 EA. WALL 2X4 (� 16"O.C. EACH WALL 8. STUD TO SOLE PLATE (4) 0.131" X 2.5" TOENAIL o �
<br /> CONCRETE CONSTRUCTION IBC 1704.4 IBC TABLE 1704.4 MRIN-UPPER 2 X 4 EA. WALL 2X4 (� 16"O.C. EACH WALL (OR} (2) 0.148" X 3.25" O.C. END ��IL 1 � o
<br /> ALUM. ALUMINUM LG. LONG(ITUDINAL) � � UPPER-ROOF 2 X 4 EA. WALL 2X4 Q 16"O.C. EACH WRLL 9. DOUBI.E STUDS (2) 0.148" X 3.25" AT 12'� O.C. FACE NAIL °; '�
<br /> A L T. A L T E R N A T E L G T H. L E N G T H REINFORCEMENT X
<br /> APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING 10.DOUBLE TOP PLATES (1} 0.148" X 3.25" AT 12" O.C. TYP. FAC� NAI� � � �
<br /> ARCH. ARCHITECT(URAL} LLH LONG LEG HORIZONTAL DOUBLE TOP PLATE LAP SPL.ICE (20) 0.148 X 3.25' FACE NAILS � o
<br /> ASSY ASSEMBLY LLV LONG LEG VERTICAL BEARING WALL NOTES 11.JOIST/RAFTER BLKG. TO PLATE (3) 0.148 X 3.25" TOENAILS . � .,� �
<br /> L SEE SNEARWALL SCHEDULE SHEET S1.2 FOR WALL SHEATNING, ADDITIONAL PLATE AND STUD - a�
<br /> B. BOTTOM LSH LONG SLOTTED HOLE(S) „ 12.RIM JOIST TO TOP PLATE (1) 0.148 X 3.25" AT 12" O.C. TOENAIL � �
<br /> REQUIREMENTS BLOCKING AND PLATE NAILING. SEE 06100 ROUGH FRAMING" STRUCTURAL NOTES �
<br /> BEL. BELOW LT. WT. LIGHT WEIGHT � 13.TOP PLATE LAP INTERSECTIONS (2} 0.148" X 3.25" FACE NAI� � �
<br /> SHEET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME
<br /> BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGHT ANCHOR BOLTS & HOLDOWNS X 14.DOUBLE 2X JOIST/HEAQER (1) 0.14$" X 3.25" AT 12" FACE NAIL EA. EDGE W � �
<br /> B.F. BRACED FRAME SHEARWALL TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING. 15.CEILING JOISTS TQ PLATE (3) 0.131" X 2.5" TOENAIL
<br /> BLDG. BUILDING MAS. MASONRY EMBEDDED ITEMS X „ , � � c�
<br /> BLK. BLOCK MASN. MASONRY PREPARATION OF TEST SPECIMENS 2. SECURE SILL P�ATES TO CONCRETE WITH 5/8" D(A. ANCHOR BOLTS WITH 7 EMBED, AT 48" ON CENTER 16.CONTINUOUS HEADER TO STUD (4) 0.131 X 2.5' TOENAILS � �, .-+
<br /> BLKG. BLOCKING MAT. MATERIAL - TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWALL AND HOLDOWN SCHEDULE FOR ADDITIQNAL 17.CLG. JST. LAP AT PARTITIONS (3) 0.148" X 3,25" FACE NAIL � � �
<br /> BLW. BELOW MAX. MAXIMUM CONCRETE PLACfMENT 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) 0.131" X 2.5" TOENAIL � z �
<br /> BMU BRICK MASONRY UNIT MBM METAL BUILQING MANUFACTURER 20.1X BRAC� TO EA. STUD & PLATE (2) 0.131" X 2.5" FACE NAIL +, o �
<br /> BN BOUNDARY NAILING MECH. MECHANICAL 3. SEE DETAII. 5/S9.0 FOR TOP PLATE SPLICE. PROVIDE ADDITI�NAL CONNECTORS AT SHEARWALLS AS 21.1X8 OR LESS SHTG. TQ EA. BRG. (2) 0.131" X 2.5'� FACE NAIL (/) � �
<br /> BNDRY. BOUNDARY M.E.J, MASONRY EXPANSION JOINT STEE� CONSTRUCTION �IBC 1704.3� IBC TABLE 1704.3 WDICATED ON THE PLANS. 22.W@ER 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.G. FACE NAIL ` ?` f
<br /> B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER 4. SEE DETAIL 5 S1.1 FOR NOTCHING AND BLOCKING LIMITS.
<br /> � 24.BUILT-UP GIRDERS AND BEAMS (1) 0.148" X 3.25" AT 12" EA. EDGE STAGGERED �, � , {� '
<br /> B.O.F. BOTTOM OF FOOTING MIN. MINIMUM v�ELDING (IBC 1704.3.1 & AWS D1.1� NOTE 4. ��„ :
<br /> BRDG. BRIDGE(ING) M I S C. M I S C E L L A N E O U S STAIR AND RAILING X 5. SEE DETAI L 6/S 1.1 F O R B U N D L E D S T U D S A N D S Q U A S H B L O C K S. ; f U > •� f��
<br /> B R G. B E A R I N G M T L. M E T A L �, k, ;
<br /> BTM. BOTTOM REINFORCING STEEL (AWS D1.4) X NOTE 6
<br /> � = .x � :
<br /> BTWN. BETWEEN c�� NEW 3 BEARI �IG WA� ST�JD SCNEDU �E 04 FASTE � SCHEDU E j� µ ��`�Y' }' n��� ��
<br /> N.L.B. NON-LOAD BEARING �
<br /> C CAMBER N0. NUMBER EMBEDDED PLATE X
<br /> �
<br /> CAMB. CAMBER(ED) N.S. NEAR SIDE �
<br /> CANT. CANTILEVER(ED) N.T.S. NOT TO SCALE
<br /> .-
<br /> CF CUBIC FOOT
<br /> N.W.C.NQRMAL WEIGNT CONCRETE ANCHORING SYSTEMS N0. OF BUNDLED STUDS ��r� Q
<br /> HOLE DIA.<2/5d � PER PLAN ,�, ti ��a
<br /> C.I.P. CAST IN PLACE ADHESIVE ANCHORS X PER MFR. SINGLE STUD � �
<br /> C.J. CONSTRUCTION JOWT O.C. ON CENTER d HOLE EDGE ' t� `4' • � '�
<br /> O.D. OUTSIDE DIAMETER MECHANICAL ANCHORS X PER MFR. , (2) 0.162' DIA. X 3 1/2" AT 12" O.C. � , a ¢
<br /> CL CENTER LINE J DISTANCE>5/8' TYPICAL � w ' � �, o
<br /> CLG. CEILING O.F, OUTSIDE FACE POWDER ACTUATED FASTENERS X PER MFR. o NOTCH HOLE EDGE o � ,4
<br /> CLR. CLEAR O.H. OPPOSITE HAND - z DEPTH<1/4d �''� DISTANCE>5/8 �� ��� �
<br /> COL COLUMN OPNG. OPENING a SINGLE STUD � ?c���
<br /> CONC. CONCRETE OPP. OPPOSITE WOOD CQNSTRUCTION (IBC 1704.6 & 1707.3} "' � INTERIOR
<br /> CONN. CONNECTION ORNT, ORIENTATE(ION} o ONLY
<br /> OSB ORIENTED STRAND BOARD SILL PLATE ANCHOR BOLTS X � 2X JOISTS PER PLAN
<br /> CONST. CONSTRUCTION �` STUD
<br /> CONT. CONTINUOS O.W.J. OPEN WEB JOIST FLOOR AND EDGE DIAPHRAGM NAILING X � HOLE DIA.<2j5d
<br /> CTSK. COUNTERSINK PLATE �
<br /> � DOUBLE STUD �-
<br /> iSB SHEAR PANE�S X � w �
<br /> CTR. CENTER(ED) PAR. PARALLEL o � � � �
<br /> CY CUBIC YARD P/C PRECAST SHEAR WALL NAILING X Q �v
<br /> PEN PANEL EDGE NAIL
<br /> d PENNY(NAILS) PERP. PERPENDIGULAR DRAG STRUT X \ � �
<br /> ' o �
<br /> DB DROPPED BEAM PL P�ATE HOLDOWNS X 2X SQUASH BLOCK w �
<br /> DBA QEFORMED BAR ANCHORS PL PROPERTY LINE NAIL W/ (2) 0.162 DIA. X .a �
<br /> DBL. DOUBLE PLN PLAN 3 1/2" � 8" O.C. STAGGERED �; O
<br /> DCW DEMAND CRITICAL WELD PLMBG. PLUMBING STRUCTURAL OBSERVATION (IBC 1709�
<br /> PLYWD. PLYWOOD C°
<br /> DEPT. DEPARTMENT CONCRETE CONSTRUCTION NOT REQUIRED �
<br /> PSF POUNDS PER SQUARE FOOT �
<br /> DET. DETAIL WALL PER BEARING o
<br /> DF DOUGLAS FIR PSI POUNDS PER SQUARE INCH WOOD CONSTRUCTION NOT REQUIRED WA�L SCHEDULE �
<br /> P.T. PRESERVATIVE TREATED o
<br /> DIA. DIAMETER SCALE: NQNE
<br /> DIAG. DIAGONAL PT POST TENSION(ED) INSPECTION SCHEDULE NOTES: SCA�E: 3/4" = 1'-0" 2 F;
<br /> O p
<br /> DIAPH. QIAPHRAGM , 0 STUD �}OTCNIf�G and BOR �1G � �fTS � TYP CA� 8�0�� NG at Bu�1D�ED STUDS �' �
<br /> DIM. DIMENSION QTY. QUANTITY W
<br /> 1. (TEMS MARKED WITH AND 'X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC 1700 BY A CERTfFIED SPECIAL INSPECTOR FROM AN AGENCY APPROVED BY THE
<br /> DN. DOWN JURISDICTION. �
<br /> D.O. DITTO(REPEAT} RAD, RADIUS 2. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRiCATOR'S PREMISES PER lBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDICTION -� �
<br /> Q F-
<br /> QP. DEEP PRIOR TO FABRICATION. '-
<br /> D.S. DRAG STRUT RE: REFERENCE '_ �1
<br /> 3. CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SHAL� BE ON51TE AT AL� TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. PERIODIC � v
<br /> REF. REFERENCE m
<br /> DWG. DRAWING(S) REINF. REINFORCEMENT(ING) SPECIAL INSPECTION SHALL AL�OW INSPECTION AT THE INTERVALS NECESSARY TQ CONFORM THAT WORK REQUIRWG SPECIAL INSPECTION IS IN COMPLfANCE WITH �
<br /> DWL. DOWEL(S) THE REQUIREMENTS.
<br /> REQ. REQUIRED 4. ALL WELDS SHALL BE VISUALL`( INSPECTED. ~ �
<br /> R.F. RIGID FRAME �
<br />, (E) EXISTfNG 5. PERIODIC SPECIAL INSPECTIONS HALL BE ALLOWED FOR SHOP WELDING QF ASTM A706 REINFORCEMENT N0. 5 OR SMALLER USED FOR EMBEDDEQ ITEMS, PROVIDED W �
<br /> EA. EACH R.O. ROUGH OPENING THAT: THE MATERIALS AND THE QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK, THAT PERIODIC Q-
<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 PRIOR TO SHIPMENT OF SHOP WELDED ITEMS. 0 t7
<br /> E.F. EACH FACE 6. THE SPECIAL INSPECTOR SHALL PROVIDE THE BUILDING OFFICIAL, OWNER, ARCHITECT, ENGINEER OF RECORQ, AND CQNTRACTOR WITH COPfES OF ALL REPORTS AND z � W
<br /> E.J. EXPANSION JOINT SCH. SCHEDULE TEST RESULTS (IBC 1704.2.4)
<br /> SCL STRUCTURAL GOMPOSITE WOOD 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. 3 X HOLE DIA. M1N.
<br /> EL. ELEVATION SCHED. SCHEDULE
<br /> ELEV. ELEVATOR SHT. SHEET
<br /> EMBD. EMBED(M�NT) SIM. SIMILAR �
<br /> EN EDGE NAIL - \. . . .
<br /> ENG. ENGINEER S.J, SHRINKAGE CONTROL JOINT `V O O O O p � p �
<br /> SKW. SKEW(ED) z O
<br /> EQ. EQUAL S.O.G. SLAB ON GRADE � � �
<br /> EQPT. EQUfPMENT SPC. SPACE(S) (ING) �' �
<br /> E.W. EACN WAY Q�
<br /> EXP. EXPANSION SPEC. SPECIFICATION(S)
<br /> SQ. SQUARE � RIM JOIST HEAD-OUT FOR
<br /> EXST. EXISTING
<br /> PLUMBING, MECH., d �
<br />� EXT. EXTERIOR STD. STANDARD � ETC. f ��
<br /> STGR. STAGGER °-- HOLE SI�ZE THISXZONE �
<br /> FAB. FABRICATION STIFF. STIFFENER(S) Q
<br /> d/3 MAX. Q
<br /> FB FLUSH BEAM STIR. STIRRUP(S) � � �
<br /> FDN. FOUNDATION STL. STEEL ( I �
<br /> F.F. FINISH FLOOR STRUC. STRUCTURAL m I � � 2x10 �
<br /> FIN. FINISH(ED) STRUCT. STRUCTURAL � � � � n�
<br /> FLG. FLANGE SUSP. SUSPENDED(TION) � N � � M�I
<br /> FLR, FLOOR SYMM. SYMMETRICAL �
<br /> FN FIELD (FACE) NAIL T. TOP � EA1Q�H�ANGER - � Q,�
<br /> F.O. FINISHED OPENING � � 3/4" - 1'-0" � �
<br /> F.O.C. FACE OF CONCRETE T.&B. TOP AND BOTTOM
<br /> F.O.M. FACE OF MASONRY TEMP. TEMPORARY � � �
<br /> F.O.S. FACE OF STUD T.&G. TONGUE AND GROOVE ( ( U210 NANGER 8� J 01 S T B 0 R I�1 G � M TS � �
<br /> F.O.W, FACE OF WALL THK. THICK(NESS)
<br /> FRM. FRAME(ING) THRD. THREADED � � �-V^ r�
<br /> 2x10 JOIST PER PLAN
<br /> F.S. FAR SIQE TN TOE NAIL I (16" O.C. U.N.O. PER �,/1
<br /> FT. FEET(FOOT) T.Q.S. TOP OF SHEATHING(SLAB) I I P�AN) � „�
<br /> F R T W F I R E R E T A R D A N T T R E A T E D W O O D T.O.W. TOP OF WALL Q � I 2x 1 0 � �
<br /> FTG. FOOTING TRANSV. TRANSVERSE �,
<br /> T.O.S.. TOP OF STEEL �-- � �
<br /> GA. GAUGE TYP. TYPICAL o I I �y .�.�
<br /> GALV. GALVANIZE(D) � 1'-4" 1'-4" I FOR JOIST SPANS UP TO
<br /> GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE I 11'-0", A SINGLE JOIST � �
<br /> GLB GLUE LAMINATED BEAM U/S UNDERSIDE
<br /> GRD. GRADE V. VERTICAL � � AD ACENT SI�NGLEFJOIOSTS �"�� �
<br /> GWB GYPSUM WALLBOARD
<br /> GYP. GYPCRETE VERT. VERTICAL I I � �
<br /> VIF VERIfY IN FIELD � � �� O
<br /> H. HORIZONTAL � � FOR JOIST SPANS � �
<br /> HD HOLDOWN W. WIDE(WIDTH) � BETWEEN 11'-0" AND �� � �
<br /> H.D.G. HOT DIPPED GALVANIZED W/ WITH � � 16'-0" ADD AQDITIONAL CC� �
<br /> HDR. HEADER W/0 WITHOUT 2x10 JOIST ADJACENT TO �-�1 �.T� �
<br /> HGR. HANGER WD. WOOD � � HEAD OUT. ^� �
<br /> HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS � ^ � �
<br /> HORIZ. HORIZONTAL W.P. WORK POINT Z I I _ V � �
<br /> NOTE: JOIST HEAD OUT
<br /> NR HEAQER W.S. WELDED STUD � ( ( +-'
<br /> 4 IS FOR UN UNIFORMLY � � N
<br /> H.S.B. HIGH STRENGTH BOLT WT. WEIGHT � ( ( LOADED FLOOR JOISTS $"'
<br /> HT. HEfGHT W.W.F. WELDED WIRE FABRIC � -I- - _- - - _-_ � ONLY �J'/�� � ,�y
<br /> I.D. INSIDE DIAMETER X-STG EXTRA STRONG Q - - - - - - - V 1 W W
<br /> I.E. INVERT ELEVATION XX-STG DOI�BLE EXTRA STRONG � I I
<br /> I.F. INSIDE FACE �
<br /> YD YARD °'
<br /> PLAN - JOIST HEAD-OUT
<br /> SCALE: 3 f 4" = 1'-Q"
<br /> g� 1 Q JOIST HEAD-QUT DETA �S 11 '
<br />
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