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<br /> ABBREUTATIOf� S 20 SPECfA� I � SPECTIO�IS, TESTII� G and STRUCTURA� OBSERVATIQN SCNEDU�E �
<br /> ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.1)
<br /> - WALL TYPE LEVEL PLATE SIZE STUD SIZE AND SPACING '
<br /> 8c AND IN. INCHE(S) °'
<br /> C� AT INFO. fNFORMATION INSPECTIO�I ITEMS CONTINUOUS PERIODIC TEST{NG COMMENTS CONNECTION FASTENING Q
<br /> ' FEET(FOOT) INT. INTERIOR EXTERfOR GROUND-MAIN 2 X 6 2X6 � 16"O.C. 1. JOIST TO SILL OR GERDER (3) 0.131" X 2.5" TOENAI�S �
<br /> " INCH (INCNES) SOIL & FOUNDATIQNS (IBC 1704.7� MAIN-UPPER 2 X 6 2X6 @ 16"O.C. 2. BRIQGING TO JOIST (3) 0.131'� X 2.5" TOENAIL$ EA. END �
<br /> # POUND(S), NUMBER JST. JOIST UPPER-ROOF 2 X 6 2X6 � 16"O.G. 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. TQ JST. (3� 0.131" X 2.5" FACE NAIL
<br />- / PER K KIPS(1Q00) SUBSURFACE DRAINAGE fNTERiOR �' '
<br /> GEOTECH GROUND-MAIN 2 X 4 2X4 � 12"O.C. 5. 2" SUBFLQOR TO JST./GIRDER (2) 0.148" X 3.25" BLIND & FACE NAIL U '
<br /> FILL PLAGEMENT & COMPACTION MAIN-UPPER 2 X 4 2X4 C� 16"O.C. 6. SO�E PLATE TO JST. OR BLKG. (1} 0,148° X 3.25" AT 12" O.C. TYP. FACE NAIL z �
<br /> X X GEOTEGH „ a , � �
<br /> A.B. ANCHOR BOLT 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 �
<br /> ABQVE
<br /> LAT. LATERAL FIELD VERIFICATION OF B�ARING CAPACITY X GEOTECH
<br /> 7. TOP PLATE TO STUD 2 0.148" X 3.25'� O.G END NAIL
<br /> ApD. ADDITIONAL LB. POl1ND(S) _ � )
<br /> PARTY » 8. STUD TO SOLE PLATE 4 0.131" X 2.5" TOENAIL o �
<br /> ADJ. ADJACENT L.B. LAG 80LT(S) DBL WALL GROUND-MAIN 2 X 4 EA. WALI. 2X4 (� 16 O.C. EACH WALL � �
<br /> A�UM. ALUMINUM LG. LONG(ITUDINAL) CONCRETE CONSTRUCTION (IBC 1704.4� IBC TABLE 1704.4 � � MAIN-UPPER 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH WALL (OR) (2) 0.148" X 3.25" O.C. END NAIL � � o
<br /> ALT. ALTERNATE LGTH. LENGTH UPPER-ROOF 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH WALL. 9. DpUBLE STUDS (2) 0.148" X 3.25" AT 12" O.C. FAC� NAIL a; '� '
<br /> REINFORCEMENT � � .� �
<br /> APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING - - 10.DOUBLE TOP PLATES (1) 0.148" X 3.25" AT 12° O.C. TYP. FACE NAI� � � �?
<br /> ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL DOUBLE TOP PLATE LAP SPLIC� (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 /> B. BOTTOM L5H LONG SLOTTED HOLE(S) 1. SEE SHEARWALL SCHEDULE SHEET S1.2 FOR WALL SHEATNING, ADDITIONAL PLATE AND STUD 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 AND PLATE NAILING. SEE 06100 ROUGH FRAMING STRUCTURAL NOTES 13.TOP PLATE LAP INTERSECTIONS (2) 0.148" X 3.25" FACE NAkL c� �
<br /> BEN BOUNDARY EDGE NAILWG L.W. LIGHT WEIGHT ANCHOR BOLTS & HOLDOWNS SHEET $1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME , „ ,> U � �-.
<br /> B.F. BRACED FRAME � 14.DOUBLE 2X JOISTjHEADER (1) 0.148' X 3.25 AT 12 FACE NAIL EA. EQGE ,> •
<br /> SHEARWALL 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 /> BLK. BLOCK MASN. MASONRY 2. SECURE SILL PLATES TO CONCRETE WITH 5 8" DIA. ANCHOR BOLTS WITH 7" EMBED, AT 48" ON CENTER 16.CONTINUOUS NEADER TO STUD (4) 0.131" X 2.5" TOENAILS � � ��
<br /> PREPARATION OF TEST SPECIMENS � � � '�
<br /> BLKG. BLOCKING MAT. MATERIAL - TYPICAL UNLESS NOTED OTNERWISE. REFER TO SHEARWALL AND HOLDOWN SCHEDULE FOR ADDITIONAL 17.CLG. JST. LAP AT PARTITIONS (3) 0.148" X 3,25" FACE NAIL � � �
<br /> BLW. BEL.OW MAX. MAXIMUM CONCRETE PLACEMENT 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 � � �
<br /> U .r-,
<br /> BM. BEAM M.B. MACNINE BOLT FOR COftROSION PROTECTION REQUIREMENTS FOR C4NNECTORS. 19.RAFTER TO PLATE (3) 0.131" X 2.5" TOENAIL � � �
<br /> BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER 20.1X BRAC� TO EA. STUD & PLAT� (2) 0.131" X 2.5" FACE NAIL _� o �
<br /> BN BOUNDARY NAILING MECH. MECHANICAL 3. SEE DETAIL 5/S9.0 FOR TOP PLATE SP�ICE. PROVIDE ADDITIONAL CONNECTQRS AT SHEARWALLS AS 21.1X8 OR LESS SHTG. TO EA. BRG. (2) 0.131" X 2.5" FACE NAIL (� � � �
<br /> BNDRY. BOUNDARY M.E.J, MASONRY EXPANSION JOINT STEEL CONSTRUCTION (IBC 1704.3� IBC TABLE 1704.3 INDICATED ON THE PLANS. 22.WIQER THAN 1X8 SHTG. TQ 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 OF EXCAVATIQN MFR. MANUFACTURER 4. SEE DETAIL 5/S1.1 FOR NOTCHING AND BLOCKING LIMITS. 24.BUI�T-UP GIRDERS AND BEAMS (1) Q.148" X 3.25" AT 12" EA. EDGE STAGGERED � '
<br /> B.O.F. BOTTOM OF FOOTING MIN. MlNIMUM 1NELDING (IBC 1704.3.1 & AWS D1.1� NOTE 4. � �
<br /> BRDG. BRIDGE ING MISC. MlSCELLANEOUS - � � � � �
<br /> BRG. BEARING } MTL. METAL STAIR AND RAILING X 5. SEE DETAIL 6/S1.1 FOR BUNDLED STUDS AND SQUASN BLOCKS. " � U ; Y
<br /> BTM. BOTTOM REINFORCING STEEL (AWS D1.4) X NOTE 6 2� � � . A , '
<br /> _ ,
<br /> BTWN. BETWEEN �N, �EW 0 BEAR I� G �IA�� ST� D SCNEDU �E �4 FASTE�I �1G SCHEDU�E
<br /> �y
<br /> ,..5�„..�. , . ..�.�., ., .. ',.�. .......,.w. ...
<br /> N.L.B. NON-LOAD BEARING EMBEDDED PLATE X _
<br /> C CAMBER N0. NUMBER _
<br /> CAMB. CAMB�R(ED) N.S. NEAR SIDE `�
<br /> CANT. CANTILEVFR(ED) N.T.S. NOT TO SCALE 5 ��� \ ,
<br /> CF CU81C FOOT N.W.C.NORMAL WEIGHT CONCRETE ANCHORING SYSTEMS N0. OF BUNDLED STUDS � �� o
<br /> C.I.P. CAST W PLACE ADHESIVE ANCHORS
<br /> C.J. CONSTRUCTION JOINT PER MFR. HOLE DIA.<2/5d PER PLAN ,� ti �� �
<br /> O.C. ON CENTER X SINGLE STUD r� �
<br /> CL CENTER LINE O.D. OUTSIDE DfAMETER R�ECHANICAL ANCHORS X PER MFR. � d HOLE EDGE (2� 0.162" DIA. X 3 1�2" AT 12" O.C. � � , a �
<br /> DISTANCE>5/8" • � �` Q' o,
<br /> CLG. CEILING O.F. OUTSIDE FACE POWDER ACTUATED FASTENERS z NQTCH HOLE EDGE TYPICAL � o
<br /> CLR. CLEAR O.H. OPPOSITE NAND X PER MFR. p DEPTH<1/4d � DISTANCE>5 f 8" �� ��� �~'
<br /> CO�. COLUMN O P N G. Q P E N I N G n�. SINGLE STUD ?c�
<br /> CONC. CONCRETE OPP. OPPOSITE WOOD GONSTRUCTfON (IBC 1704.6 & 1707.3) � � INTERIOR � ��j� �
<br /> CONN. CONNECTION ORNT. ORIENTATE(ION) o ONLY
<br /> OSB ORIENTED STRAND BQARD SILL PLATE ANCHOR BOLTS X �
<br /> CONST. CONSTRUCTION � STUD 2X JOISTS PER PLAN
<br /> CONT. CONTINUOS O.W.J. OPE�I WEB JOIST �LOOR AND EDGE DIAPHRAGM NAILING X � HOLE DIA.<2/5d
<br /> CTSK. COUNTERSINK ``' PLATE DOUBLE STUD �
<br /> PAR. PARALLEL iSB SHEAR PANELS X � W � �
<br /> CTR. CENTER(Fp) o � � � �
<br /> CY CUBIC YARQ P/C PRECAST SHEAR WALL NAI�ING
<br /> PEN PANEL EDGE NAIL X . _____-_..___�___-_ q ,� o cv -
<br /> PERP. PERPENDlCULAR DRAG STRUT X o � `•�
<br /> d PENNY(NAILS) � '
<br /> DB DROPPED BEAM PL. PL.ATE HOLDOWNS X 2X SQUASH BLOCK �
<br /> DBA DEFORMED BAR ANCHORS PL PROPERTY LWE NAIL W/ (2) 0.162" DIA. X a p
<br /> PLN PLAN 3 1/2" C� 8" O.C. STAGGERED � �
<br />,, DBL. DOUBLE PLMBG. PLUMBfNG STRUCTURAL OBSERVATlON IBC 1709
<br />� DCW DEMAND CRITICAL WELD ( �
<br /> DEPT. DEPARTMENT PLYWD. PLYWOOD CONCRETE GONSTRUCTION NOT REQUIRED C°
<br /> DET. DETAIL PSF POUNDS PER SQUARE FOOT WALL PER BEARING \
<br /> DF DOUGLAS FIR PSI POUNDS PER SQUARE INCH WOOD CONSTRUCTION NOT REQUIRED � •
<br /> WALL SCHEDULE
<br /> DIA. DIAMETER P.T. PRESERVATIVE TREATED SCALE: NONE SCALE: 3/4" = 1'-0° z �
<br /> DIAG. DIAGONAL PT POST TENSION(ED) INSPECTION SCHEDULE NOTES: p o
<br /> DIAPN. DIAPHRAGM 5 STUD �lOTCN �1G and BOR �1G � �11TS 6 TYP CA� B�OCKING at Bu�1D�ED ST�DS
<br /> DIM. DiMENSION QTY. QUANTITY � � � �
<br /> DN. DOWN 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
<br /> R. RADIUS JURISDICTION.
<br /> �
<br /> D.O. DITTO(REPEAT) 2. SPECIAL fNSPECTIQN SNALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICATOR'S PREMISES PER IBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDICTION � c�n
<br /> DP. pEEP RAD. RADIUS PRIQR TO FABRICATfON. a ~ �
<br /> RE: REFERENCE �
<br /> p.S. DRAG STRUT 3. CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SHALL BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION 15 PERFORMED. PERIODIC �
<br /> REF. REFERENCE � ¢
<br /> DWG. DRAWING(S) SPECIAL WSPECTION SHALL ALLOW INSPECTION AT THE INTERVALS NECESSARY TO C4NFORM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH m U
<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. PERIODIG SPECIAL INSPECTIONS HALL BE ALLOWED FOR SHOP WELDING QF ASTM A70G REINFORCEMENT N0. 5 OR SMALLER USED FOR EMBEDDED ITEMS, PROVIDED �
<br /> R,O. ROUGN QPENING w
<br /> EA. EACH 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 INSPEC110NS ARE MADE OF WORK IN PROGRESS, AND THAT A VISUAL INSPECTION OF ALL WELDS IS MADE PRfOR TO SHIPMENT OF SHOP WELDED ITEMS. 0. � �
<br /> E.F. EACH FACE 6. THE SPECIAL INSPECTOR SHALL PROVIDE THE BUILDING OFFICIAL, OWNER, ARCHITECT, ENGINEER OF RECORD, AND CQNTRACTOR WITH CQPIES OF ALL REPORTS AND � i z
<br /> SCN. SCHEDULE 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. z W
<br /> E.J. EXPANSfON JOINT SCL STRUCTURAL COMPOSITE WOOD TEST RESULTS (IBC 1704.2.4)
<br /> EL ELEVATION SCHED. SCHEDULE
<br /> ELFV. ELEVATOR
<br /> EMBD. EMBED(MENT) SHT. SNEET �
<br /> EN EDGE NAIL SIM. SIMILAR
<br /> S.J. SHRINKAGE CONTROI. JO(NT � \
<br /> SKW. SKEW(ED} � �, _ .,�
<br /> ENG. ENGINEER z O O O p � p � �
<br /> E4PT. EQU PMENT S.O.G. SLAB ON GRADE O
<br /> E.W. EACH WAY
<br /> SPC. SPACE(S) (ING) �, �
<br /> EXP. EXPANSION SPEC. SPECIFICATION(S) z
<br /> EXST. EXISTING SQ. SQUARE � RIM JOIST PLUMBINGT MECH., �
<br /> EXT. EXTERIOR STD. STANQARD � �TC. 1 1/2" DIA. MAX: d �
<br /> STGR. STAGGER
<br /> FAB. FABRICATION STIFF. STIFFENER(S) � � d/3 MAX. HOLE SIZE THIS ZONE
<br /> � � �
<br /> FB FLUSH BEAM STIR. STIRRUP(S) � T �
<br /> FDN. FOUNDATION STL. STEEL c� � ¢ (
<br /> F.F. FINISH FLOOR STRUC. STRUCTURAL m I � � 2x10 �
<br /> FIN. FINISH(ED) STRUCT. STRUGTURAL I �i I �
<br /> FLG. FLANGE SUSP. SUSPENDED(TION) � `�' ( Q� �
<br /> FLR. FLOOR SYMM. SYMMcTRICAL � U210 HANGER � � '
<br /> FN FIEI D (FACE) NAIL I EA. END
<br /> F.O. FINISHED OPENING T. TOP
<br /> F.O.C. FACE OF CONGRETE T.&B. TOP AND BQTTOM I I 3/4" = 1'-0" � �
<br /> F.O.M. FACE OF MASONRY TEMP. TEMPORARY I
<br /> F.O.S. FACE OF STUD T.&G. TONGUE AND GR04VE I I U210 HANGER 8 J 0 S T B 0 R N G �I Nl I TS � �--a
<br /> 0
<br /> F.O.W. F A C E O F W A L L T H K. T H I C K(N E S S) � � �
<br /> FRM. FRAME(ING) THRD. THREADED 2x10 JOIST PER PLAN .
<br /> F.S. FAR SIDE T N T O E N A I L I I � r�
<br /> FT. FEET(FQOT) T.Q.S. TOP OF SHEATHING(SLAB) � (1 6" O.C. U.N.O. P E R
<br /> PLAN) _O
<br /> FRTW FIRE RETARDANT TREATED WOOD T.O.W. TOP QF WALL z I I � �
<br /> FTG. FOOTING TRANSV. TRANSVERSE ¢ I I 2x10
<br /> � �
<br />� T.O.S.. TOP OF STEEL � � �"'
<br /> GA. GAUGE TYP. TYPICAL o I I C� �
<br /> � , �� , » �
<br /> GALV. GALVANIZE(D) � 1 -4 1 -4 ( FQR JOIST SPANS UP TO � � '
<br /> GB. GRADE BEAM U.N.O. UNLESS NOTED OTNERWISE I 11'-0", A SINGLE JOIST
<br /> GLB GLUE LAMINATED BEAM U/S UNDERSIDE
<br /> � � MAY BE HEAD OFF TO Q� Q
<br /> GRD. GRADE ADJAGENT SINGLE JOISTS �
<br /> GWB GYPSUM WALLBOARD V. VERTfCAL I I
<br /> GYP. GYPCRETE VERT. VERTICAL ( I
<br /> � � �
<br /> VIF VERIFY IN FIELD ( ( P� O
<br /> H. HORIZONTAL -
<br /> HD NOLDOWN W. WIDE(WIDTH) I I FOR JOIST SPANS �
<br /> bQ
<br /> ( BETWEEN 11'-0" AND �� �
<br /> H.D.G. HOT DIPPED GALVANIZED W/ WITH 16'-0" ADD ADDITIONAL CC� � ,S_,''
<br /> I ( 2x10 J41ST ADJACENT TO �1 W �
<br /> HQR. HEADER W/0 WITHOUT v1
<br /> HGR. NANGER WD. WOOD HEAD OUT. � � �
<br /> �
<br /> HORIZONTAL W.H.S. WELDED NEApED STUDS I I V � ^
<br /> HORIZ. HORIZONTAL W.P. WORK POINT
<br /> HR NEADER W.S. WELDED STUD Q � � NOTE: JOIST HEAD -OUT F-I � .
<br /> N.S.B. HIGH STRcNGTH BOLT WT. WEIGHT ¢ I I IS FOR UN UNIFORMLY � � Q)
<br /> NT. HEIGHT W.W.F. WELDED WIRE FABRIC � i � LOADED FLOOR JOISTS �- l �
<br /> � -r - _- - - _- - ONLY -� V y
<br /> I.D. INSIDE DIAMETER X-STG EXTRA STRONG � - - - - - - - - -r- � W �
<br /> I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG � I I
<br /> I.F. INSIDE FACE �;
<br /> YD YARD o � �
<br /> PLAN - JOIST HEAD-OUT
<br /> SCALE: 3/4" = 1'-0"
<br /> 9� 1 � JO ST HEAD-O�T DETAI�S 11 •
<br /> 0 0
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