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� A B B R E VI A TI 0 f� S 2C S P E C I A I� �l S P E C T 0�l S� TE S T I V V CI I� � S TR V C TU R A L O B�E R V A T) �/I V S C N E D U LE ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.1)
<br /> WALL TYPE LEVEL PLATE SIZE STUD SIZE AND SPACENG
<br /> & AND IN. INCHE(S} o
<br /> @ AT INFO. INFORMATIQN INSPECTION ITEMS COI�TINUOUS PERIODIC TESTING COMMENTS EXTERIOR CONNECTION FASTENING �
<br /> � ' FEET(FOOT) INT, INTERIOR GROUND-MAIN 2 X 6 2X6 � 16"O:C. 1. JOIST TO SILL OR GIRDER (3) 0.131" X 2.5" TOENAILS �
<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 c,
<br /> # POUND(S), NUMBER JST. JOIST UPPER-ROOF 2 X 6 2X6 C� 16"O.C. 3. 1X6 QR 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 � a;
<br /> SUBS��FACE DRAINAGE GEOTECN INTERIOR >, > » �
<br /> / PER GROUND-MAIN 2 X 4 2X4 @ 12"O.G 5. 2 SUBFLOOR TO JST./GIRDER (2) 0.148' X 3.25 BLIND & FACE NAIL
<br /> K KIPS(1000) MAIN-UPPER 2 X 4 2X4 C� 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 /> FI L L PLAC E M E N T & C O M P A C T I O N X X G EOTECH
<br /> A.B. ANCHOR BOLT - UPPER-ROO F 2 X 4 2 X 4 C� 1 6"O.C. " " "AT BRACED WALL PANEL (2) 0.148° X 3.25' AT 12" O.C. �ACE NAIL � � w
<br /> ABV. ABOVE LAT. LATERAL F I E�D V E R I F I C A T I O N O F B E A R I N G C A P A C I T Y X GEOTECH 7. T O P P L A T E T O S T U D (2) 0.1 4 8" X 3.2 5° O.C. E N D N A I L �
<br /> ADD. ADDITIONA� LB. POUND(S) PARTY
<br /> ADJ. ADJACENT L.B. LAG BOLT(S) (DBL WAL.L) GROUND-MAIN 2 X 4 EA. WALL 2X4 Q 16"O.C. EACN WALL 8. STUD TO SOI�E PL,ATE (4) 0.131" X 2.5" TOENAIL o �
<br /> ALUM. ALUMINUM LG. LONG(ITUDINAL) CONCRETE GONSTRUCTION (IBC 1704.4� IBC TABLE 1704.4 MAIN-UPPER 2 X 4 EA. WALL 2X4 � 16"O.C. EACH WALL (OR) (2) 0.148" X 3.25° O.C. END NAIL � � o
<br /> A L T. A L T E R N A T E L G T H. L E N G T H X UPPER-ROOF 2 X 4 EA. WALL 2X4 (� 16°O.G EACH WALL 9. DOUBLE STUDS (2) 0.148" X 3.25" AT 12" O.C. fACE NAIL � � �
<br /> REINFORCEMENT 10.DOUBLE TOP PLATES (1} 0.148" X 3.25` AT 12" O.C. TYP. FACE NAIL �- � �?
<br /> APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING
<br /> ARCH. ARCHITECT(URAL) LLH LONG LEG NORIZONTAL DOUBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25" FACE NAILS � � o
<br /> ` A S S Y A S S E M B L Y LLV LdNG LEG VERTICAL BEARING WALL NOTES 11.JOISTfRAFTER BLKG. TO PLATE (3) 0.148 X 3.25" TOENAILS � � �
<br /> B. BOTTOM LSH LONG SLOTTED HOLE(S) 1. SEE SHEARWALL SCHEDULE SHEET 51.2 FOR WALL SHEATHING, ADDITIONAL PLATE AND STUD 12.RIM JOIST TO TOP PLATE (1) 0.148 X 3.25" AT 12" O.C. TQENAIL �� �
<br /> BEL. BE�OW LT. WT. LIGHT WEIGHT REQUIREMENTS, BLQCKING AND P�ATE NAI�ING. SEE 06100 'ROUGH FRAMING' STRUCTURAL NOTES 13.TOP PLATE LAP INTERSECTIONS (2) 0,148" X 3,25" FACE NAIL � �
<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/HEADER (1) 0.148" 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.
<br /> EMBEDDED ITEMS 15.CEILING JOISTS TO PLATE (3) 0.131" X 2.5" TOENAIL - o �
<br /> BLDG. BUILDING MAS. MASONRY X
<br /> B L K. B L O C K M A S N. M A S O N R Y P R E P A R A T I O N O F T E S T S P E C I M E N S 2. SECURE SILL PLATES TO CONCRETE WITH 5�8" DIA. 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 TYPICA� UNLESS NOTEO 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. MAX{MUM CONCRETE PLACEMENT ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATIVE TREATEQ WOQD IS USED, REFER TO THAT SECTION 18.CLG. JST. TO PARAI�LEL RAFTER 3 0.148" X 3.25" FACE NAI� � � �
<br /> BM. BEAM M.B. MACHINE BO�T FOR CORR0510N PROTECTION REQUIREMENTS FOR CONNECTORS. 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. MASONRY EXPANSIQN JOINT STEEL CONSTRUCTION (IBC 1704.3) IBC TABLE 1704.3 INDICATED ON TNE 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 QF 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° EA. EQGE STAGGERED - � �
<br /> B.O.F. BOTTOM OF FOOTING MIN. MINIMUM WELDING (IBG 1704.3.1 & AWS D1.1� NOTE 4. �
<br /> BRDG. BRIDGE(ING) MISC. MISCEL�ANEOU$ � 5. SEE DETAIL 6/S1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. � ,d : ' '
<br /> BRG. B�ARING MTL. METAL STAIR AND RAILING
<br /> � * : � .
<br /> BTM. BOTTOM REINFORCING STEEL (AWS D1.4) X NOTE 6
<br /> 3 BEAR1f� G WA��.. STUD S�HEDU �E 4 FASTE�IING SCNEDU �E
<br /> BTWN. BETWEEN (N) NEW _ �; A
<br /> N.L.B. NON-LOAD BEARING
<br /> � ❑ a : .,. . _ .<.. , ; v._.�.._, ,.:..
<br /> C CAMBER N0. NUMBER EMBEDDED PLATE X
<br /> �
<br /> CAMB. CAMBER(ED) N.S. NEAR SIDE � S � �
<br /> CANT. CANTILEVER(ED) N.T.S. NOT TO SCALE
<br /> CF CUBIC FOOT N.W.C.NORMAL WEIGHT CQNCRETE ANCHORING SYSTEMS N
<br /> N0. OF BUNDLED STUDS �1� o
<br /> C.I.P. CAST IN PLACE ADHESIVE ANCHORS X PER MFR. HOLE DIA.<2/5d � PER PLAN ,�, ti ��,�W
<br /> C.J. CONSTRUCTIQN JOINT O.C. ON CENTER d HOLE EDGE SINGLE STUD „ „ � � ,�
<br /> CL CENTER LINE O.D. OUTSIDE DIAMETER X ,- » ' �, �c ,�
<br /> MECHANICAL ANCHORS PER MFR. � ) �
<br /> , O.F. OUTSIDE FACE z NOTCN DISTANCE>5/8 HOLE EDGE TYPICA62 DIA. X 3 1 2 AT 12" O.C. � o `. � � �
<br /> C L G. C E I L I N G P O W D E R A C T U A T E D F A S T E N E R S X P E R M F R. o �> �
<br /> CLR. CLEAR O.N. OPPOSITE HAND z DEPTH<1/4d � D I S T A N C E>5/8 ��a�� � -
<br /> COL COLUMN O P N G. O P E N I N G � SINGLE STUD � �T y��
<br /> CONC. CONCRETE oPP. oPPOSITE WOOD CONSTRUCTION (IBC 1704.6 & 1707.3� "' C� INTERIOR �
<br /> CONN. CONNECTION ORNT. ORIENTATE(ION) o ONLY
<br /> OSB ORIENTED STRAND BOARD SILL PLATE ANCHOR BOLTS X � 2X JOISTS PER PLAN
<br /> C�NST. CONSTRUCTION � STUD
<br /> CONT. CONTINUOS O.W.J. OPEN WEB JOIST FLOOR AND EDGE DIAPHRAGM NAILING X � HOLE DIA.<2/5d
<br /> CTSK. COUNTERSINK � PLATE DOUBLE STUD � �-
<br /> PAR. PARALLEL iS6 SHEAR PANELS X � w �
<br /> CTR. CENTER(ED) _ � H � �- o
<br /> CY CUBIC YARD P/C PRECAST SHEAR WALL NAILING X Q �,
<br /> � �
<br /> PEN PANEL EDGE NAIL DRAG STRUT }( \ � �
<br /> d PENNY(NAILS) PERP. PERPENDICULAR " � �
<br /> DB DRQPPED BEAM PL. PLATE HOLQOWNS X
<br /> 2X SQUASH BLOCK � �
<br /> DBA DEFQRMED SAR ANCHORS PL PROPERTY LWE NAIL W/ (2} 0.162" DIA. X .-W�a �
<br /> . DBL. DOUBLE PLN PLAN 3 1/2" C� 8" O.C. STAGGERED �
<br /> w ti
<br /> DCW DEMAND CRiTICAL WELD PLMBG. PLUMBING STRUCTURAL OBSERVATION (IBC 1709)
<br /> PLYWD. PLYWOOD � -�
<br /> DEPT. DEPARTMENT CONCRETE CONSTRUCTION NOT REQUIRED •
<br /> DET. DETAIL PSF POUNDS PER SQUARE FOOT WALL PER BEARING �
<br /> DF DOUGLAS FIR PSI POUNDS PER SQUARE INCH WOOQ CONSTRUCTION NOT REQUIRED WALL SCHEDULE �
<br /> P.T. PRESERVATIVE TREATED � o
<br /> DIA. DIAMETER
<br /> SCALE: 3/4" = 1'-0" 2
<br /> DIAG. DIAGONAL PT POST TENSION(ED) SCALE: NONE Q
<br /> INSPECTION SGHEDULE NOTES: o
<br /> DIAPH. DIAPHRAGM � a
<br /> DIM. DIMENSION Q��'• QUANTITY 1. ITEMS MARKED WITH AND "X" SHALL BE 1NSPECTED IN ACCORDANCE WITH IBC 1700 BY A CERTIFIED SPECIAL fNSPECTQR FROM AN AGENCY APPROVED BY THE � S TU D �l 0 TC N �1 G a n d B 0 R I�1 G � M TS 6 TYP I C A� B�0 C I�I�1 G a t B U N D�E D S TU D S �? ,
<br /> DN. DOWN JURISDICTION. �
<br /> D.O. DITTO(REPEAT) R. RADIUS 2. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR WORK IN AN APPRQVfD FABRICATOR'S PREMISES PER IBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDiCTION -� �
<br /> RAD. RADIUS Q F-
<br /> DP. DEEP PRIOR TO FABRICATION. '-
<br /> D.S. DRAG STRUT RE: REFERENCE �= Q
<br /> 3. CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SHALL BE ONSfTE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. PERIODIC � Q
<br /> REF. REFERENCE m �
<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 WITH �
<br /> , DWL. DOWEL(S) THE REQl11REMENTS.
<br /> REQ. REQUIRED 4. ALL WELDS SHALL BE VISUALLY INSPECTEQ. ~
<br /> R.F. RIGID FRAME � �
<br /> (E) E X I S T W G 5. P E R I O Q 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 f 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 O V I D E D � �
<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 �
<br /> R.S. ROUGH SAWN �
<br /> E.E. EACH END INSPECTIONS ARE MADE QF WORK IN PROGRESS, ANO THAT A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO SHiPMENT OF SHOP WELDED ITEMS. 0 c7
<br /> E.F. EACH FACE 6. THE SPECIAL INSPECTOR SHALL PROVIDE THE BUILDING OFFICIAL, OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR WfTH COPIES OF ALL REPORTS AND 2, � W
<br /> SCH. SCHEDULE
<br /> E.J. EXPANSION JOINT TEST RESULTS (IBC 1704.2.4) 3 X HOLE D{A. MIN. 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN.
<br /> EL. ELEVATION SCL STRUCTURAL COMPOSITE WOQD
<br /> ELEV. ELEVATOR SCHED. SCHEDULE ,
<br /> :•,�
<br /> EMBD. EMBED MENT SHT. SHEET z
<br /> � � SIM. SIMILAR �
<br /> EN EDGE NAIL S.J. SHRINKAGE CONTROL JOINT N O � O � �
<br /> ENG. ENGINEER SKW, SKEW{ED) z O O O O O .
<br /> EQ. EQUAL S.O.G. SLAB ON GRADE � \ �
<br /> �
<br /> EQPT. EQUIPMENT �, �
<br /> , E.W. EACH WAY SPC. SPACE(S) (ING) HEAD-OUT FOR
<br /> EXP. EXPANSION SPEC. SPECIFICATION(S) ¢
<br /> EXST. EXISTING SQ. SQUARE � RIM JOIST PLUMBING, MECH., �
<br /> EXT. EXTERIOR STD. STANDARD � - ETC. / d
<br /> STGR. STAGGER °- d/3 MAX. HOLE SIZ�E THISXZONE O
<br /> FAB. FABRICATION
<br /> STIFF. STIFFENER(S) Q � __ _ � � � �
<br /> FB FLUSH BEAM STIR. STIRRUP(S) �
<br /> FDN. FOUNDATION STL. STEEL ( � �
<br /> F.F. FINISH FLOOR STRUC. STRUCTURAL m � � � 2x10 �
<br /> FW. FINISH(ED) STRUCT. STRUCTURA� I `� ( � �
<br /> FLG. F�ANGE SUSP. SUSPENDED(TION} �
<br /> N
<br /> FLR. FLOOR SYMM. SYMMETRICAL
<br /> I ( U210 HANGER � Q�
<br /> FN FIELD (FACE) NAIL T. TOP � EA. END
<br /> F.O. FINISHED OPENING I I 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 I I U210 NANGER 8 J 0 S T B 0 R I�l� �1 �1 TS � �
<br /> F.O.W. FACE OF WALL THK. THICK(NESS)
<br /> 0
<br /> FRM. FRAME(ING) THRD. THREADED � � �-U/�
<br /> 2x10 JOIST PER PLAN �
<br /> F.S. FAR SIDE TN TOE NAIL (16" O.C. U.N.O. PER V 1
<br /> FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) i ( PLAN) �
<br /> FRTW FIRE RETARDANT TREATED WOOD T.O.W. TOP QF WALL Q � �
<br /> FTG. FOOTING TRANSV. TRANSVERSE I I 2x1Q
<br /> T.O.S.. TOP OF STEEL � I � �
<br /> GA. GAUGE TYP. TYPICAL o I I � �i
<br /> GALV. GALVANIZE(D) I 1'-4" 1'-4" I FOR JQIST SPANS UP TO
<br /> GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE � » � �
<br /> GLB GLUE LAMINATED BEAM U/S UNDERSIDE � 11 -0 , A SINGLE JOIST
<br /> GRD. GRADE
<br /> I I MAY BE HEAD OFF TO � O
<br /> GWB GYPSUM WALLBOARD V. VERTICAL � ( ADJACENT SINGLE JOISTS '�'� 41
<br /> GYP. GYPCRETE VERT. VERTICA� I I
<br /> o r._, �
<br /> VIF VERIFY IN FIELD � � � � �
<br /> N. HORIZONTAL
<br /> HD NOLDOWN W. WIDE(WIDTH) I ( FOR JOIST SPANS
<br /> � BETWEEN 11'-0" AND �� � �
<br /> H.D.G. HOT DIPPED GALVANIZED W/ WITN 16'-0" ADD ADDITIONAL � •�
<br /> HDR. NEADER W/0 WITHOUT i i 2x10 JOIST ADJACENT TO � �.T.� �
<br /> HGR. HANGER WD. WOOD HEAD OUT. �
<br /> HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS � .j�� � �
<br /> HORIZ. HORIZONTAL W.P. WORK POINT I I �
<br /> z NOTE: JOIST HEAD -OUT
<br /> HR HEADER W.S. WELQED STUD �c I I ~ i�-'
<br /> H.S.B. HIGH STRENGTH BOLT WT. WEIGHT � IS FOR UN UNIFORMLY � � 4.�
<br /> W � - � LOADED FLOOR JOISTS ,� � �
<br /> HT. HEIGHT W.W.F. WELDED WIRE FABRIC Q �- - - - - - - - � ONLY �/� �T�
<br /> � I.D. INSIDE DIAMETER X-STG EXTRA STRONG ¢ - - - - - - - V 1 F-�-{ W
<br /> I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG � I (
<br /> I.F. INSIDE FACE � L�
<br /> YD YARD
<br /> m
<br /> PLAN - JOIST HEAD-OUT '
<br /> SCALE: 3�4" = 1'-0"
<br /> � 9 10 JQ ST NEAD-O�T DETAI�S � 11 � � '
<br /> ❑
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