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, A B B R E�I A TI 0�l S 20 S P E C f A� I �1 S P E C TI 0�1 S, TE S TI N G a n d S TR U C TU R A� Q B S E R VA T 0� S�H E D U I�E ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.1)
<br /> WALL TYPE LEVEL PLATE SIZE STUD SIZE ANQ SPACING
<br /> & AND IN. INCHE(S) o
<br /> � AT INFO. INFORMATION INSPECTION ITEMS CONTINUOUS PERIODIC TESTING COMMENTS CONNECTION FASTENING
<br /> ' FEET(FOOT} INT. INTERIOR EXTERIOR `�'
<br /> GROUND-MAIN 2 X 6 2X6 C� 16'b.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 Q 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"O.C. 3. 1X6 OR LESS SUBFLR. TO JST. (2) 0.131" X 2.5" FACE NAIL
<br /> = EQUAL S JT. JOINT SITE PREPARATION, EXCAVATION & GRADING X GEOTECN .
<br /> � } 4. WIDER THAN 1X6 SUBF�.R. TQ JST. (3) 0.131" X 2.5° FACE NAIL . �
<br /> " / PER K KIPS(1000) SUBSURFACE DRAINAGE GEOTECN INTERtOR > , » > U �
<br /> GROUND-MAIN 2 X 4 2X4 @ 12'O.C. 5. 2' SUBFLOOR TO JST./GIRDER (2) 0.148 X 3.25' BLIND & FACE NAII. z �
<br /> A.B. ANCHOR BOLT FILL PLACEMENT & COMPACTION X X GEOTECN MAIN-UPPER 2 X 4 2X4 � 16"O.C. 6. SOLE PLATE TO JST. OR BLKG. (1) 0.148'� X 3.25" AT l2" O.C. TYP. FACE NAIL �
<br /> UPPER-ROOF 2 X 4 2X4 @ 16"O.C. " " "AT BRACED WALL PANEL 2 0.148" X 3.25" AT 12" O.C. FACE NAIL U� � �
<br /> ABV. ABOVE
<br /> LAT. LATERAL FIELD VERIFfCATION OF BEARING CAPACITY X GEQTECN � �
<br /> ADD. ADDITIONAL LB. PQUND(S) 7. TOP PLATE TO STUD (2) 0.148" X 3.25" O.C. END NAIL
<br /> PARTY 8. STUD TO SOLE PLATE (4) 0.131" X 2.5" TOENAIL o �
<br /> ADJ. ApJACENT L.B. LAG BOLT(S) GROUND-MAIN 2 X 4 EA. WALL 2X4 @ 16"O.C. EACH WALL
<br /> � ALUM. ALUMINUM LG. LONG(ITUDfNAL) GONCRETE CONSTRUCTION (IBC 1704.4� IBC TABLE 1704.4 (DBL WALL) MAIN-UPPER 2 X 4 EA. WALL 2X4 @ 16"O.C, EACH WALL (OR) (2) 0.148" X 3.25" O.C. END NAIL 1 �'' o �
<br /> ALT. ALTERNATE LGTH. LENGTH UPPER-ROOF 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH tNALL 9. DOUBLE STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL .� '-� '
<br /> REWFORCEMENT X U� .r., m
<br /> APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING 1Q.DOUBLE TOP PLATES (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL s- � �?
<br /> ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL DOUBLE TOP PLATE LAP SPLICE (20) 0.148° X 3.25" FACE NAILS � � Q
<br /> ASSY ASSEMBLY LLV LONG LEG VERTICAL BEARING WALL NOTES 11.JOIST/RAFTER BLKG. TO PLATE (3) 0.148 X 3.25" TOENAILS � .�., �
<br /> B. BOTTOM LSN LONG SLOTTED HOLE(S) - - _ - 1. SEE SNEARWALL SCHEQULE SHEET SL2 FOR WALL SHEATHING, ADDITIONAL PLATE AND STUD 12.RIM JOIST TO TOP PLATE (1) 0.148 X 3.25" AT 12" O.C. TOENAIL '�-, v
<br /> BEL. BELOW LT. WT. LIGNT WEIGHT REQUIREMENTS, BLOCKING AND PLATE NAILING. SEE 06100 'ROUGH FRAMING STRUCTURAL NOTES 13.TOP PLATE LAP INTERSECTIONS (2) 0.148" X 3.25" FAC� NAIL � �
<br /> BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGHT ANCHOR BOI,TS & HOLDOWNS SHEET S1.0 FOR SPECIES ANd GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME > » W � �
<br /> X 14.DOUBLE 2X JOISTfHEADER (1) 0.148' X 3.25 AT 12" FACE NAIL EA. EDGE �
<br /> B.F. BRACED FRAME SHEARWALL TYPES REQUIRE A QOUBLE RIM JOIST FOR THE PLATE NAILWG. �
<br /> BLDG. BUILDING MAS. MASONRY EMBEDDEQ ITEMS X 15.CEILING JOISTS TO PLATE (3} Q.131" X 2.5" TOENAIL - �
<br /> 0
<br /> BLK. BLOCK MASN. MASONRY PREPARATION OF TEST SPECIMENS 2. SECURE SILL P�ATES TO CONCRETE WITH 5/8° DIA. ANCHOR BOL7S 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 NOTEQ OTHERWISE. REFER TO SHEARWALL AND HOLDOWN SCHEDUIE 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 TQ 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 CONNECTQRS. 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) 0.131" X 2.5" FACE NAIL f� � �
<br /> � • BNDRY. BOUNDARY M.E.J. MASONRY EXPANSION JOINT STEEL CONSTRUCTION (IBC 1704.3� IBC TABLE 1704.3 INDICATED ON THE PLANS. 22.WIDER TNAN 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 NAI� ; k
<br /> B.Q.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER 4. SEE DETAIL 5/S1.1 FOR NOTCNING AND BLOCKING LIMITS. ��
<br /> B.t�.F. BOTTOM OF FOOTING MIN. MINIMUM 24.BUILT-UP GIRDERS AND BEAMS (1) 0.148" X 3.25" AT 12" EA. EDGE STAGGERED ; {� ; h � �
<br /> WELDING (IBC 1704.3.1 & AWS D1.1) NOTE 4. ` � .
<br /> BRDG. BRIDGE ING) MISC. MISCELLANEOUS 5. SEE DETAIL 6/S1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. U = �
<br /> BRG. BEARING MTL. METAL STAIR AND RAILING X
<br /> � BTM. BOTTOM REINFORCENG STEEL (AWS D1:4) X NOTE 6 ; � �` `� %
<br /> BTWN. BETWEEN ��, NEW _ 3 BEARI �IG V�IA�� STUD SCNEDUk�E 4 FASTE�1 NG SCHEDU �E � , ,�.... ..r�. .... .... . .. . : � �
<br /> N.L.B. NON-LOAD BEARING � � ,
<br /> C CAMBER N0. NUMBER EMBEDDED PLATE X �
<br /> CAMB. CAMBER(ED) N.S. NEAR SIDE � �
<br /> CANT. CANTILEVER(ED) N.W.C.NORMA oW IGHTCCONCRETE ANCHORING SYSTEMS � ����� �
<br /> N0. OF BUNDLED STUDS � o
<br /> � CF CUBIC FQOT PER MFR. ------_.__ NOLE DIA.<2/5d PER PLAN ,�, � ���a '
<br /> C.I.P. CAST IN PLACE ADHESIVE ANCHORS
<br /> C.J. CONSTRUGTION JOINT O,C. ON CENTER X
<br /> d HOLE EDGE SING�E STUD „ � � . � a
<br /> O.D. OUTSIDE DIAMETER MECHANICAL ANCNQRS }( PER MFR. (2} 0.162' DfA. X 3 1/2" AT 12 Q.C. � a �
<br /> CL CENTER LINE '� DISTANCE>5/8" • - � °�` �
<br /> CLG. CEILING O.F. OUTSIDE FACE POWDER ACTUATED FASTENERS z NOTCN HOLE EDGE TYPICAL � o 0
<br /> }( PER MFR. o „ �.,
<br /> CLR. CLEAR O.H. OPPOSITE HAND DEPTH<1 4d DISTANCE>5/8 � � o�
<br /> COI . COLUMN OPNG. OPENING N SING�E STUD � ��c� �' �� �
<br /> CONC. CONCRETE OPP. OPPOSITE WOOD CONSTRUCTION (IBC 1704.6 & 1707.3� � C� INTERIOR r ��
<br /> CONN, CONNECTION ORNT. ORIENTATE(ION) o ONLY
<br /> CONST. CONSTRUCTION OSB ORIENTED STRAND 80ARD SILL PLATE ANCHOR BOLTS X ,�,
<br /> � STUD 2X JOISTS PER PLAN
<br /> GONT. CQNTINUOS O.W.J. OPEN WEB JOIST FLOOR AND EDGE DIAPHRAGM NAILING �
<br /> CTSK. COUNTERSINK X � HOLE DIA.<2/5d .
<br /> PAR. PARALLEL iSB SHEAR PANELS X � PLATE DOUBLE STUD � � ��
<br /> CTR. CENTER(�D) _ o � � � �
<br /> CY CUBIC YARD P/C PRECAST SHEAR WALL NAILING X
<br /> PEN PANEL EDGE NAIL Q � � `�
<br /> d PENNY(NAILS) PERP. PERPENDICULAR DRAG STRUT X �, � `� .
<br /> PL. PLATE HQLDQWNS 2X SQUASH BLOCK
<br /> DB DROPPED BEAM � �,• �
<br /> DBA DEFORMED BAR ANCHORS PL PROPERTY L.INE - NAIL W/ (2) 0.162" DIA. X � a
<br /> PLN PLAN 3 1/2" C� 8" O.G STAGGERED '-� �
<br /> DBL. DOUBLE P�MBG. PLUMBING STRUCTURAL QBSERVATION IBC 1709
<br /> DCW DEMAND CRITICAL WELD ( �
<br /> DEPT. DEPARTMENT PLYWD. P�YWOOD �
<br /> QET. DETAIL PSF POUNDS PER SQUARE FOOT CONCRETE CONSTRUCTION NOT REQUIRED �
<br /> WALL PER BEARING �
<br /> DF DOUGLAS FIR PSI POUNDS PER SQUARE INCH WOOD CONSTRUC710N NOT R�QUIRED �
<br /> DIA. DIAMETER P.T. PRESERVATIVE TREATED
<br /> DIAG. DIAGONAL RT POST TENSCON(ED) SCALE: NONE WALL SCHEDULE
<br /> SCALE: 3 f 4" = 1'-0" 2 �
<br /> DIAPH. DIAPHRAGM INSPEGTION SCHEDULE NQTES: o a .
<br /> 0 STUD �IOTCNI�IG and BORI�1� �I�IT� 0 TYPI�A B�OCK 1�G at BU�IDI�ED STUDS � �
<br /> DIM. QIMENSION QTY. QUANTITY 1. ITEMS MARKED WITH AND "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC 1700 BY A CERTIFIED SPECIAI. INSPECTOR FROM AN AGENCY APPROVEQ BY THE �
<br /> DN. DOWN R. RADIUS JURISDICTION. �
<br /> . D.O. DITTO(REPEAT) 2. SPECIAL INSPECTION SNALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICATOR'S PREMISES PER IBC 1704.2.5,2. VERIFY APPROVAL WITH JURISDICTION
<br /> DP. DEEP RAD. RADIUS PRIOR TO FABRICATION. `t ~ �
<br /> RE: REFERENCE �
<br /> D.S. DRAG STRUT 3. CONTINUOUS SPECIA� INSPECTION REQUIRES THE INSPECTOR SHALL BE ONSfTE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. PfRIODIC � Q
<br /> REF. REFERENCE
<br /> QWG. DRAWING(S) SPECIAL INSPEGTION SHALL ALLOW INSPECTION AT THE fNTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WfTH � v
<br /> DWL. DQWEL(S) REINF. REINFORCEMENT(ING) THE REQUIREMENTS.
<br /> REQ. REQUIRED 4. ALL WELDS SHALL BE VISUALLY INSPECTED. '_ �
<br /> R.F. RIGID FRAME �
<br /> (E) EXISTING 5. PERIODIC SPECIAL INSPECTIONS HALL BE ALLOWED FOR SNOP WELDING OF ASTM A706 REINFORCEMENT NQ. 5 OR SMALLER USED FOR EMBEDDED ITEMS, PROVIDED w �
<br /> R.O. ROUGN aPENING
<br /> EA. EACH THAT: THE MATERIALS AND THE QUALIFICATIONS OF WELDING PR�CEDURES AND WELDERS ARE VERIFIED PRfQR 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 VISUAI. IfVSPECTION OF AL:L WELDS IS MADE PRIOR TO SHIP�IENT OF SHOP WELDED ITEMS. � �
<br /> E.F. EACH FACE 6. THE SPECIAL INSPECTOR SHALL PROVIDE THE BUILDING OFFICIAL, OWNER, ARCHITECT, EfVGIN�ER OF REC�RD, AND CONTRACTOR WITH COPIES OF ALL REPORTS AND � i �
<br /> SCH. SCHEDULE 2 s=�
<br /> E.J. EXPANSION JOINT SCL STRUCTURAL COMPOSITE WOOD TEST RESULTS (IBC 1704.2.4) 3 X NOLE DIA. MIN. 3 X HOLE DIA. MIN. 3 X HOLE DfA. MIN. ,
<br /> EL ELEVATION SCHED. SCHEDUI�E
<br /> ELEV. ELEVATOR
<br /> SNEET
<br /> EMBD. EMBED(MENT) SCM. SIMILAR z -
<br /> � EN EDGE NAIL S.J. SNRINKAGE CONTROL JOINT � \ . , . . .
<br /> EQG EQUAL ER SKW. SKEW(ED) z O O O � O � � 0 \ �
<br /> ` EQPT. EQUIPMENT S.O.G. SLAB ON GRADE � �
<br /> E.W. EACH WAY SPC. SPACE(S) (ING) N
<br /> � EXP. EXPANSION � ) Q HEAD-OUT FOR �
<br /> SPEC. SPECIFICATION S z RIM JOIST �
<br /> � EXST. EXISTING SQ. SQUARE n PLUMBING, MECN.,
<br /> EXT. EXTERIOR STD. STANDARD � ETC. 1 1/2" DIA. MAX. a
<br /> HOLE SIZE THIS ZONE �
<br /> STGR. STAGGER � d/3 MAX. Q
<br /> FAB. FABRIGATION STIFF. STIFFENER(S)
<br /> FB FLUSH BEAM STIR. STIRRUP(S) � � T �
<br /> FDN. FOUNDATION STL. STEEL � I � I 2x10 �
<br /> F.F. FINISH FLOOR STRUC. STRUCTURAL m I _ I �✓'
<br /> FIN. FINISH(ED) STRUCT. STRUCTURAL I "i I � �
<br /> , FLG. FLANGE SUSP. SUSPENDED(TION) ( `�' � Q� �
<br /> FLft. FLOOR SYMM. SYMMETRICAL i U210 HANGER � (U
<br /> FN FIELD (FACE) NAIL � EA. END
<br /> F.O. FINISHED OPENING T. TOP „ , „ r•r•-� �
<br /> F.�.C. FACE OF CONCRETE T.&B. TOP AND BOTTOM I I 3/4 = 1 -0 ��
<br /> F.O.M. FACE OF MASONRY TEMP. TEMPORARY ( �
<br /> F.O.S. FACE OF STUD T.&G. TONGUE AND GROOVE ( I U210 HANGER 8 J 01 S T B 0 R I�1 G � �1 TS � O
<br /> Q
<br /> F.Q.W. FACE OF WALL THK. THICK(NESS) ( �
<br /> FRM. FRAME(lNG) THRD. THREADED
<br /> F.S. FAR SIDE TN TOE NAIL ( � 2x10 JOIST PER PLAN �
<br /> FT. FEET(FOOT) T.O.S. TOP OF SNEATNING(SLAB} � (16" O.C. U.N.O. PER
<br /> I I PLAN) � �
<br /> FRTW FIRE RETARQANT TREATED WOOD T.O.W. TOP QF WALL z �-,
<br /> FTG. FOOTING TRANSV. TRANSVERSE `` ( I 2x10
<br /> � � �--�
<br /> T.O.S.. TOP OF STEEL � ( . r,,,�
<br /> , GA. GAUGE TYP. TYPICAL a ( I � ,�j
<br /> � > » > »
<br /> GALV. GA�VANIZE(D) ( 1 -4 1 -4 I FOR JOIST SPANS UP TO
<br /> GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE ( � 11'-0", A SINGLE JOIST � �
<br /> G L B G L U E L A M I N A T E D B E A M U/S UNDERSIDE
<br /> GRD. GRADE I I MAY BE HEAD OFF TO � O
<br /> G W B G Y P S U M W ALl B O A RD V. V E R T I C A L � � ADJACENT SING�E JOISTS '� �
<br /> GYP. GYPCRETE VERT. VERTCCAL ( I � e� �`'
<br /> VIF VERIFY IN FIELD ( I � d
<br /> H. HORIZONTAL � � FOR JOIST SPANS � b�
<br /> HD HOLDOWN W. WIDE(WIDTH) ( BETWEEN 11'-0" AND �"� � �
<br /> H.D.G. HOT DIPPED GALVANIZED 4�/ WITH
<br /> 16'-0" ADD ADDITIONAL � �
<br /> 2x10 JOIST ADJACENT TO �
<br /> i ► W �
<br /> HDR. HEADER W/Q WITNOUT ( � HEAD OUT. � �
<br /> HGR. HANGER WD. WOOD �� �
<br /> HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS I I � .,
<br /> HORIZ. HORIZONTAL W.P, WORK POINT � � �
<br /> HR HEADER W.S. WELDED STUD z ( I NOTE: JOIST HEAQ -OUT •
<br /> H.S,B. HIGH STRENGTH BOLT WT. WEIGHT ¢
<br /> HT. HEfGHT o_ IS FOR UN UNIFORMLY � N
<br /> W.W.F. WELDED WIRE FABRIC � � � LOADED FLOOR JOISTS �" � �'
<br /> � -I- - _ - - _- - -I- ONLY �� �/ �
<br /> I.D. INSIDE DIAMETER X-STG EXTRA STRONG � - � - T - - .._ - � � w
<br /> f.E. INVERT ELEVATION XX-STG DQUBLE EXTRA STRONG � I I
<br /> I.F. INSIDE FACE
<br /> c�
<br /> YD YARD n
<br /> PLAN - JOIST HEAD-OUT
<br /> , SCALE: 3 f 4" = 1'-0"
<br /> , � 10 JO ST NEAD-O�T DETA �S 11 '
<br />
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