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A B B R_V A 0\S 2 S D C I A L \S I -C O \S? -S \G and S RUC URAL OBS_RVA O\ S C!_D U_- 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. INCHES)
<br /> @ AT INFO. INFORMATION INSPECTION ITEMS CONTINUOUS PERIODIC TESTING COMMENTS EXTERIOR CONNECTION FASTENING
<br /> FEET(FOOT) INT. INTERIOR GROUND-MAIN 2 X 6 2X6 @ 16"0.0. 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 0 16"0.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"0.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 rr�
<br /> / PER SUBSURFACE DRAINAGE GEOTECH INTERIOR GROUND-MAIN 2 X 4 2X4 0 12"0.C. 5. 2"SUBFLOOR TO JST./GIRDER (2)0.148"X 3.25"BLIND&FACE NAIL V 0
<br /> K KIPS(1000) MAIN-UPPER 2 X 4 2X4 0 16"Q.C. 6. SOLE PLATE TO JST. 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. ANCHOR BOLT UPPER-ROOF 2 X 4 2X4 @ 16"0.C. " " "AT BRACED WALL PANEL (2)0.148"X 3.25"AT 12"Q.C. FACE NAIL Z
<br /> ABV. ABOVE LAT. LATERAL FIELD 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. WALL 2X4 @ 16"Q.C. EACH WALL 8. STUD TO SOLE PLATE (4)0.131"X 2.5" TOENAIL
<br /> ALUM. ALUMINUM LG. LONG(ITUDINAL) CONCRETE CONSTRUCTION (IBC 1704.4) IBC TABLE 1704.4 MAIN-UPPER 2 X 4 EA. WALL 2X4 0 16"0.C.EACH WALL (OR) (2)0.148"X 3.25"0.C. END NAIL LIQ `r' o
<br /> ALT. ALTERNATE LOTH. LENGTH X UPPER-ROOF 2 X 4 EA. WALL 2X4 @ 16"0.C.EACH WALL 9. DOUBLE STUDS (2)0.148 X 3.25"AT 12' 0.C.FACE NAIL (p ED
<br /> REINFORCEMENT
<br /> APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING 10.DOUBLE TOP PLATES (1)0.148"X 3.25"AT 12"0.C. TYP. FACE NAIL W , 0 0
<br /> ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL DOUBLE TOP PLATE LAP SPLICE (20)0.148"X 3.25"FACE NAILS (D o
<br /> LLV LONG LEG VERTICAL BEARING WALL NOTES 11,JOIST RAFTER BLKG. TO PLATE (3)0.148 X 3.25" TOENAILS W c- ED
<br /> ASSY ASSEMBLY j
<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 3.2� AT 12"O.C. TOENAIL Q,
<br /> BEL. 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 Z
<br /> BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGHTSHEET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME W
<br /> ANCHOR BOLTS&HOEDOWNS )( 14.DOUBLE 2X JOIST/HEADER (1)0.148"X 3.25 AT 12' FACE NAIL EA. EDGE
<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
<br /> BLDG. BUILDING MAS. MASONRY X
<br /> 2. SECURE SILL PLATES TO CONCRETE WITH 5/8"DIA. ANCHOR BOLTS WITH 7" EMBED,AT 48"ON CENTER 16.CONTIN000S HEADER TO STUD (4)0.131 X 2.5' TOENAILS r 9 L. U
<br /> BLK. BLOCK MASH. MASONRY PREPARATION OF TEST SPECIMENS j \„J
<br /> ,---,
<br /> BLKG. BLOCKING MAT. MATERIAL CONCRETE PLACEMENT TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWALL AND HOEDOWN SCHEDULE FOR ADDITIONAL 17.CLG, JST. LAP AT PARTITIONS (3)0.148 X 3.25 FACE NAIL x
<br /> BLW. BELOW MAX. MAXIMUM 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 j .� L�
<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 BUILDING MANUFACTURER 20.1X BRACE TO EA. STUD&PLATE (2)0.131"X 2.5"FACE NAIL LE 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)0.131"X 2.5"FACE NAIL W Cl) iS
<br /> BNDRY. BOUNDARY M.E.J.MASONRY EXPANSION JOINT STEEL CONSTRUCTION (IBC 1704.3) IBC TABLE 1704.3 INDICATED ON THE PLANS. 22.WIDER THAN 108 SHTG. TO BRG. (3)0.131"X 2.5"FACE NAIL
<br /> B.O. BOTTOM OF MEZZ. MEZZANINE 7:14,177,':;3'''.§-,,,',', .!B.O.E, BOTTOM OF EXCAVATION MFR. MANUFACTURER 23.BUILT-UP CORNER STUDS (2)0.148' X 3.25 AT 12' O.C.FACE NAZI �,�,�� �, �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. EDGE STAGGERED ;� F-iS q B.O.F. BOTTOM OF FOOTING MIN. MINIMUM WELDING (IBC 1704.3.1 & AWS D1.1) NOTE 4. ,. gzft�MISC. MISCELLANEOUSX U £ 'Mn£BRDG. BRIDGE(ING) 5. SEE DETAIL 6/S1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. ,o, .04_ ,NSTAIR AND RAILING X }�h� ..YC� ,10
<br /> .r.4KfafySi yY �SYr,,ixi �' A 2 p ,}r?^s.BRG. BEARING MTL. METAL � r x �r>,,;��;���BTM. BOTTOM REINFORCING STEEL(AWS D1.4} X NOTE 6 _ _ _ _ _ cr � .00 30BTWN. BETWEEN (N)N.L NOW 3 BARI\G WAL- S D SCS-_DUL4 -AST \I\G SC 3J_ ....,� .. ,f,:s�� ;N.L.B. NON-LOAD BEARINGC CAMBER NO. NUMBER EMBEDDED PLATE XCAME. CAMBER(ED) N.S. NEAR SIDE - `11,N ,N.T.S. NOT TO SCALEt -q-- a •,,CANT. CANTILEVERED) 41 .moi, �j h,`ANCHORING SYSTEMS NO. OF BUNDLED STUDS CF CUBIC FOOT �-- ' - '�'��• 1.; k,. .C.NORMAL EIGHT CONCRETE �°I o
<br /> C.LP. CAST IN PLACE ADHESIVE ANCHORS X PER MFR.C.J. CONSTRUCTION JOINT O.C. ON CENTER �r SIHOLE NGLE(STUD/5d PER PLAN �� ,,, � ��.r''�r ��[Frit � �giCL CENTER LINE 0.0. OUTSIDE DIAMETER MECHANICAL ANCHORS X PER MFR. O / `d HOLE EDGE �� €�` �I. tE�'2 0.162 DIA. X 3 1 2 AT 12' O.C.''`3 DISTANCE>5 8" t- \ „ib. ��O,F, OUTSIDE FACE / HOLE EDGE TYPICAL
<br /> CLG. CEILING POWDER ACTUATED FASTENERS X PER MFR. o NOTCH o .,4 _�DEPTH<1 4dr \ {-�-� / I ,k = �, EO.H. OPPOSITE HAND j DISTANCE>5 8' FCER. CLEAR OPNG. OPENING ¢ / I I ��� �COL. COLUMN SINGLE STUDCONC. CONCRETE OPP. OPPOSITE WOOD CONSTRUCTION (IBC 1704.6 & 1707.3) @ INTERIOR -r �� I I `'`I � j �'
<br /> CANT, ORIENTATE(ION) o ONLY ' I,II ,`'I`
<br /> CONS. CONNECTION OSB ORIENTED STRAND BOARD SILL PLATE ANCHOR BOLTS X --i 2X JOISTS PER PLAN """"""
<br /> CONST. CONSTRUCTION STUD �,
<br /> CONT. CONTINUOS 0.W.J. OPEN WEB JOIST FLOOR AND EDGE DIAPHRAGM NAILING x 7,- HOLE DIA.<2j5d .- ).
<br /> -
<br /> CTSK. COUNTERSINK I ED
<br /> CTR. CENTER(ED) PAR. PARALLEL FSB SHEAR PANELS X o PLATE DOUBLE STUD
<br /> CY CUBIC YARD P/C PRECAST SHEAR WALL NAILING X t I < CD o
<br /> PEN PANEL EDGE NAIL -mall �_
<br /> d PENNY(NAILS)
<br /> PERP. PERPENDICULAR DRAG STRUT X t-- Q \ csiGO L.
<br /> L.
<br /> DB DROPPED BEAM PL. PLATE HOLDOWNS X2X SQUASH BLOCK V.
<br /> DBA DEFORMED BAR ANCHORS PL PROPERTY LINE
<br /> 1...-E _, NAIL W/(2)0.162"DIA. X o
<br /> DBL. DOUBLE PLN PLAN 3 1/2"@ 8"0.C. STAGGERED
<br /> DCW DEMAND CRITICAL WELD PLMBG. PLUMBING STRUCTURAL OBSERVATION (IBC 1709)
<br /> DEPT. DEPARTMENT PLYWD. PLYWOOD CONCRETE CONSTRUCTION ----. Lo
<br /> NOT REQUIRED
<br /> PSF POUNDS PER SQUARE FOOT DET. DETAIL
<br /> OF DOUGLAS FIR PSI POUNDS PER SQUARE INCH WOOD CONSTRUCTION NOT REQUIRED - -��,r- A -,"-
<br /> WALL PER BEARING
<br /> DIA. DIAMETER P.T. PRESERVATIVE TREATED SCALE: NONE
<br /> WALL SCHEDULE :SCALE: 3/4"= 1'-0" Z •,
<br /> �
<br /> DIAG. DIAGONAL PT POST TENSION(ED)
<br /> DIAPH. DIAPHRAGM INSPECTION SCHEDULE NOTES: _ ] 0 0
<br /> DIM. DIMENSION QTY. QUANTITY 1. ITEMS MARKED WITH AND"X"SHALL BE INSPECTED IN ACCORDANCE WITH IBC 1700 BY A CERTIFIED SPECIAL INSPECTOR FROM AN AGENCY APPROVED BY THE 5 STUD N 0 C-1 k G a n c Cl 0 R 11\G LIMITS 6 TY I C A L B_0 C i(I N G at B U\ID L_D S_U D S
<br /> DN. DOWN R. RADIUS JURISDICTION.
<br /> D.O. DITTO(REPEAT) 2. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICATOR'S PREMISES PER IBC 1704.2.5.2.VERIFY APPROVAL WITH JURISDICTION - V)DP. DEEP RAD. RADIUS <c
<br /> PRIOR TO FABRICATION.
<br /> D.S. DRAG STRUT RE: REFERENCE P-
<br /> REF. REFERENCE 3. CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SHALL BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. PERIODIC Q
<br /> DWG. DRAWING(S) REINFREINFQRCEMENT(ING) SPECIAL INSPECTION SHALL ALLOW INSPECTION AT THE INTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH co v
<br /> OWL. DOWEL(S) . THE REQUIREMENTS. "'
<br /> REQ. REQUIRED ,-
<br /> 4. ALL WELDS SHALL BE VISUALLY INSPECTED.
<br /> R.F. RIGID FRAME v�
<br /> (E) EXISTING 5. PERIODIC SPECIAL INSPECTIONS HALL BE ALLOWED FOR SHOP WELDING OF ASTM A706 REINFORCEMENT NO. 5 OR SMALLER USED FOR EMBEDDED ITEMS, PROVIDED w E-
<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 /> 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. co
<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 o I a
<br /> E.J. EXPANSION JOINT SCH. SCHEDULE
<br /> 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 /> EL. ELEVATIONSCHED. SCHEDULE 4 / / / / •
<br /> ELEV. ELEVATOR SHT. SHEET
<br /> EMBD. EMBED(MENT) SIM. SIMILAR
<br /> EN EDGE NAIL S.J. SHRINKAGE CONTROL JOINT \ O 0 O \
<br /> O O O
<br /> ENG. ENGINEER SKW. SKEW(ED) '5 O O
<br /> EQ. EQUAL \ H...)
<br /> EQPT. EQUIPMENT S.O.G. SLAB ON GRADE \ -- ` \
<br /> E.W. EACH WAY SPC. SPACE(S) (ING) N
<br /> EXP. EXPANSION SQ.SPC SQUARE SPECIFICATION(S)
<br /> RIM JOIST HEAD-OUT FOR �-.�
<br /> EXST. EXISTINGPLUMBING,MECH.,
<br /> EXT. EXTERIOR STD. STANDARD o, A / /"
<br /> STGR. STAGGER J ETC. d/3 MAX. 1 1 2 DIA. MAX. / d
<br /> I - I
<br /> HOLE SIZE THIS ZONE
<br /> STIFF. STIFFENER(S) - _-_ _ - _ !-- / v
<br /> FAB. FABRICATION J
<br /> FB FLUSH BEAM STIR. STIRRUP(S) g
<br /> Ci,)
<br /> FDN. FOUNDATION STL. STEEL
<br /> F.F. FINISH FLOOR STRUC. STRUCTURAL c''( 2x10
<br /> FIN. FINISH(ED) STRUCT. STRUCTURAL o I V) V
<br /> FLG. FLANGE SUSP. SUSPENDED(TION) <> `, F--�
<br /> FEE, FLOOR SYMM. SYMMETRICAL
<br /> FN FIELD (FACE) NAIL EREND HANGER
<br /> F.O. FINISHED OPENING T. TOP .
<br /> F.Q.C. FACE OF CONCRETE T.&B. TOP AND BOTTOM 3/4" = 1'-0"
<br /> E.O.M. 7:: E
<br /> FACE OF MASONRY TEMP. TEMPORARY 8 J01 S T B OR I\G LIMITS
<br /> F.O.S. FACE OF STUD T.&G. TONGUE AND GROOVE I U210 HANGER
<br /> F.O.W. FACE OF WALL THK. THICKNESS) T'-
<br /> FRA. FRAME(ING) THRD. THREADED I 2x10 JOIST PER PLAN V
<br /> F.S. FAR SIDE TN TOE NAIL (16"0.C. U.N.O.PER ci")
<br /> FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) I PLAN) HO
<br /> FR TW FIRE RETARDANT TREATED WOOD T.O.W. TOP OF WALL
<br /> FTG. FOOTING TRANSV. TRANSVERSE <1 I 2x10
<br /> T.O.S.. TOP OF STEEL E_. I
<br /> GA. GAUGE TYP. TYPICAL o
<br /> GALV. GALVANIZE(D) 1'-4" 1' 4"
<br /> GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE / - / FOR JOIST SPANS UP TO U
<br /> GLB GLUE LAMINATED BEAM U/S UNDERSIDE 1V-0,A SINGLE JOIST
<br /> GRD. GRADE MAY BE HEAD OFF TO CD Q
<br /> G
<br /> ADJACENT SINGLE JOISTS -4,1.4.10WB GYPSUM WALLBOARD V. VERTICAL
<br /> GYP. GYPCRETE VERT. VERTICAL CD r-" ti
<br /> VIF VERIFY IN FIELD r O
<br /> H. HORIZONTAL FOR JOIST SPANS i Q to
<br /> HD HOEDOWN W. WIDE(WIDTH) BETWEEN 11'-0"AND r .i
<br /> H.D.G. HOT DIPPED GALVANIZED W/ WITH 16'-0"ADD ADDITIONAL ctr� ra
<br /> l
<br /> HDR. HEADER W/O WITHOUT
<br /> 2x10 JOIST ADJACENT TO W R3
<br /> HCR. HANGER WD. WOOD HEAD OUT.
<br /> HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS ^
<br /> HORIZ. HORIZONTAL W.P. WORK POINT I V-4,444 h:-i
<br /> HR HEADER W.S. WELDED STUD ¢ I NOTE: JOIST HEAD-OUT h-I
<br /> H.S.B. HIGH STRENGTH BOLT WT. WEIGHT
<br /> EL.J IS FOR UN UNIFORMLY H B)
<br /> HT. HEIGHT W.W.F. WELDED WIRE FABRIC E - LOADED FLOOR JOISTS �, l
<br /> --� --------1-- ONLY V1 W W
<br /> I.D. INSIDE DIAMETER X-STG EXTRA STRONG --a--- -- I
<br /> I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG I I
<br /> I.F. INSIDE FACE
<br /> EY
<br /> YD YARD cn I
<br /> PLAN - JOIST HEAD-OUT
<br /> SCALE: 3/4"= 1'-0"
<br /> 9 10 JOIST ----AD-OUT .1=TAILS 11
<br />
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