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<br /> A B B R E V A TI 0�1 S ' 2� S P E C I A I� � S P E�T 0�J S� T E S T � V C I� � S T R U C T V R A� O�S E R V A T O I V ��H E D U L E ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.,,
<br /> WALL TYPE LEVEL PLATE SIZE STUD SIZE AND SPACWG �
<br /> & AND IN. INCHE(S) °' .
<br /> � @ AT INFO. INFORMATION INSPECTION ITEMS CONTINUOUS PERIODIC TESTING COMMENTS CONNECTION FASTENfNG �
<br /> ' FEET(FQOT) INT< INTERIOR EXTERIOR �
<br /> GROUND-MAIN 2 X 6 2X6 C� 16"Q.C. 1. JOIST TO SILL OR GIRDER (3) 0.131" X 2.5" TOENAILS �
<br /> " INCH (INCHES)
<br /> 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 �
<br /> # POUND(S), NUMBER JST. JOIST UPPER-ROOF 2 X 6 2X6 (� 16"O.C. 3. 1X6 OR �ESS 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 TNAN 1X6 SUBFLR. TO JST. (3) 0.131" X 2.5" FACE NAIL • �
<br /> / PER K KIPS(1000) SUBSURFACE DRAINAGE GEOTECH INTERIOR GROUND-MAIN 2 X 4 2X4 � 12"O.C. 5. 2" SUBFLOOR TO JST./GIRDER (2) 0.148" X 3.25" BLIND & FACE NAIL U �
<br /> FILL PLACEMENT & COMPACTION }( X GEOTECH MAIN-UPPER 2 X 4 2X4 (� 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 /> A.B. ANCHOR BOLT UPPER-ROQF 2 X 4 2X4 C� 16"Q.C. " " "AT BRACED WALL PAN�L (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL � w
<br /> ABV. ABOVE LAT. LATERAL FIELD VERIFICATION OF BEARING CAPACITY X GEOTECN `-'
<br /> ADD. ADDITIONAL �g� P O U N D(S� 7. TOP PLATE TO STUD (2) 0.148" X 3.25" O.C. END NAIL
<br /> PARTY » 8. STUD TO SOLE PI.ATE (4) 0.131" X 2.5" TOENAIL o �
<br /> ADJ. ADJACENT L.B. LAG BOLT(S) GROUND-MAfN 2 X 4 EA. WALL 2X4 C� 16 O.C. EACH WALL �
<br /> ALUM. ALUMINUM LG. LONG(ITUDINAL) CONCRETE CONSTRUCTION (IBC 1704,4� IBC TABLE 1704.4 ' (DBL WALL) 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 /> A L T. A L T E R N A T E L G T H. L E N G T H U P P E R-R O OF 2 X 4 EA. WALI. 2X4 @ 16"O.C. EACH WALL 9. DOUBLE STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL °; �
<br /> APPRX. RPPROXIMATE(LY) LGMF LIGHT GAUGE META� FRAMING REINFORCEMENT X 10.DOUBLE TOP PLATES (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL � �� �
<br />� ARCH. ARCHITECT(URAL} LLH LONG LEG HORIZONTAL DOUBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25" FACE NAILS � � �
<br /> ASSY ASSEMB�Y LLV LONG LEG VERTICAL BEARING WALL NOTES 11.JOIST/RAFTER BLKG. TO PLATE (3) 0.148 X 3.25" TOENAILS � i, �
<br /> B. BOTTOM LSH LONG SLOTTED HQLE S 1. SEE SHEARWALL SCHEDULE SHEET S1.2 FOR WALL SNEATHING, ADDITIONAL PLATE AND STUD 12.RIM JdiST TO TOP PLATE �
<br /> ( } , (1} 0.148 X 3.25" AT 12" O.C. TOENAIL � �
<br /> BEL. BELOW LT. WT. LIGHT WEIGHT REQUIREMENTS, BLOCKING AND P�ATE NAILING. SEE 06100 "ROUGH FRRMING' STRUCTURAL NOTES > > �,
<br /> SNEET S1.0 FOR SPECIES AND GRADE QF WALL PLATES AND STUDS. PLERSE NOTE TNAT SOME 13.TOP P�ATE �AP INTERSEGTIONS (2) 0,148' X 3.25' FACE NAIL � �
<br /> BEN BOUNDARY EDGE NAILING L.W. LIGMT WEIGHT ANCHOR BOLTS & HOLDOWNS X SHEARWALL TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING. 14.DOUBLE 2X JOIST/HEADER (1) 0.148" X 3.25" AT 12" FACE NAIL EA. EDGE W � �
<br /> B.F. BRACED FRAME EMBEDDED ITEMS 15.CEILING JOISTS TO PLATE (3) 0.131" X 2.5" TOENAIL �
<br /> BLDG. BUILDING MAS. MASONRY X �
<br /> BLK. BLOCK MASN. MASONRY PREPARATION OF TEST SPECIMENS 2. SECURE SILL PLATES TO CONCRETE WITFi 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 TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWALL AND NOLDOWN SCHEDULE FOR ADDITIONAL 17.CLG. JST. LAP AT PARTITIONS (3) 0.148" X 3.25" FACE NAI(� � � �
<br /> BLW. BELOW MAX. MAXIMUM CONCRETE PLACEMENT ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATIVE TREATED WOQD IS USED, REFER TO THAT SECTION 18.CLG. JST. TO PARAL.LEL RAFTER (3) 0.148" X 3.25" FACE NAIL � � �
<br /> U �
<br /> BM. BEAM M.B. MACHINE BOLT FOR CQRROSION PROTECTION REQUIREMENTS FdR CQNNECTORS. 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 /> +J
<br /> BN BOUNDARY NAILING MECH. MECHANICAL 3. SEE DETAIL 5/S9.0 FOR TOP PLATE SPLICE. PROVIDE ADDITIONAL CONNECTORS AT SHEARWALLS AS 21.1X8 QR LESS SHTG. TO EA. BRG. (2) Q.131" X 2.5" FACE NAIL C/) � �
<br /> � BNDRY. BOUNDARY M.E.J. MASQNRY EXPANSION JOINT STEEL CONSTRUCTION (IBC 9704.3� IBC TAB�E 17Q4.3 INDICATED ON THE PLANS. 22.WIDER THAN 1X8 SHTG. TO BRG. (3} 0.131" X 2.5° FACE NAIL
<br /> �' B.Q. BOTTOM OF MEZZ. MEZZANINE 23,BUILT-UP CORNER STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL ` s
<br /> . �:
<br /> B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER 4. SEE DETAIL 5/S1.1 FOR NOTCHING ANQ BLOCKING L.IMITS. 24.BUI�T-UP GIRDERS AND BEAMS (1) 0.148" X 3.25' AT 12" EA. EDGE STAGGERED ;� =p ; I- ` ' � , �
<br /> B.O.F. BOTTOM OF FOOTING MfN. MfNIMUM WE�DING (IBC 1704.3.1 & AWS D1.1� NOTE 4, � ' `
<br /> BRDG. BRIDGE(ING) MISC. MfSCELLANEOUS ` � � . ;r ` � i
<br /> MTL. METAL STAIR AND RAILING X 5. SEE DETAIL 6JS1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. U ,
<br /> BRG. BEARING ` f �
<br /> �
<br /> .�. 2: .
<br /> . . . . . .. .. ;..,�,f
<br /> BTM. BOTTOM REINFORCING STEEL (AWS D1.4} X NOTE 6 F � � .
<br /> ,
<br /> BTWN. BETWEEN �N, NEW _ � BEAR �1G W�ll�� SlUD SCNEDU �E 0 FASTE�11 �1 � SCHEDU �E '
<br /> _ ., z..,_. .
<br /> N.L.B. NON-LOAD BEARING EMBEDDED PLATE X . .� FL
<br /> C CAMBER N0. NUMBER
<br /> CAMB. CAMBER(ED) N.S. NEAR SIDE �
<br /> CANT. CANTILEVER(ED) N.W.C.NORMAL�W I�GHTCCONCRETE ANCHORING SYSTEMS � ���1 `'
<br /> CF CUBIC FOOT N0. OF BUNDLED STUDS � o
<br /> C.I.P. CAST IN PLACE ADHESIVE ANCHORS X �.,
<br /> � C.J. CONSTRUCTION JOINT O.C. ON CENTER PER MFR. d HOLE EDGE SI�NGLE��STUD 5d � � � �
<br /> / PER PLAN '� ��
<br /> CL CENTER LINE O.D. OUTSIDE DIAMETER MECHANICAL ANCHORS X PER MFR. (2} 0.162 DIA. X 3 1/2 AT 12" O.C. � ,
<br /> � CLG. CEILING O.F. OUTSIDE FACE POWDER ACTUATED FASTENERS z NOTCH DISTANCE>5/8" HOLE EDGE TYPICAL � o ' ' �� ao
<br /> X PER MFR. o » �,
<br /> O.H. OPPOSITE HAND DISTANCE>5 8 � �
<br /> CLR. CLEAR . DEPTN<1 j4d � � �.���, ��
<br /> COL. CQLUMN OPNG, OPENING � SING�E STUQ
<br /> "' � INTERIOR � ��
<br /> ; CONC. CONCRETE QPP. OPPOSITE WOOD CONSTRUCTION (IBC 1704.6 & 1707.3� ,.,_
<br /> CONN. CONNECTION ORNT. ORIENTATE(ION) o ONLY
<br /> OSB ORIENTED STRAND BOARD SILL PLATE ANCHOR BOLTS X ,�,
<br /> CONST. CONSTRUCTION � STUD 2X JOISTS PER PLAN
<br /> CONT. CONTINUOS O.W.J. OPEN WEB JOIST F�OOR ANd EDGE DIAPHRAGM NAILING X � HOLE DIA.<2/5d
<br /> CTSK. COUNTERSINK - � PLATE DOUB�E STUD �
<br /> PAR. PARALLEL iSB SHEAR PANELS �( � W �o �
<br /> CTR. CENTER(ED) o
<br /> CY CUBIC YARD P/C PRECAST . SHEAft WALL NAILING X Q � � o
<br /> � �
<br /> PEN PANEL EDGE NAIL DRAG STRUT X �- Q o � `�
<br /> PERP. PERPENDICULAR
<br /> d PENNY(NAILS) 2X SQUASH BLOCK W �
<br /> � DB DROPPED BEAM PL. PLATE HOLDOWNS X
<br /> � DBA DEFORMED 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 w O
<br /> DCW DEMAND CRfTfCAL WELD PLMBG. PLUMBING STRUCTURAL OBSERVATION (IBC 1709)
<br /> DEPT. DEPARTMENT P L Y W Q. P L Y W O O D CONCRETE CONSTRUCTION NOT REQUIRED �
<br /> DET. DETAIL PSF POUNDS PER SQUARE FOOT _ WALL PER BEARING �'
<br /> DF DOUGLAS FIR PSI PQUNDS PER SQUARE INCH WOOD CONSTRUCTION NOT REQUIRED WALL SGHEDULE �
<br /> DIA. DIAMETER P.T. PRESERVATIVE TREATED o
<br /> DIAG. DIAGONAL PT POST TENSION(ED) SCALE: NONE SCALE: 3/4° = 1'-0" 2
<br /> DIAPH. DIAPHRAGM INSPECTION SCHEDULE NQTES:
<br /> STUD �JOTCN �1G and BOR �1G �IN1 TS � °
<br /> DIM. DIMENSION QTY, QUANTITY 1. ITEMS MARKED WITH AND "X" SHALL BE INSPECTED IN ACGQRDANCE WITH IBC 1700 BY A CERTIFIED SPECIAL INSPECTOR FROM AN RGENCY APPROVED BY THE � � TYP I C A B�0 C I� N� a t B�� D E D S TU D S � a
<br /> DN. DOWN JURISDICTION. �
<br /> D.O. DITTO(REPEAT) R. RAQIUS 2. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR WORK IN AN APPRQVED FABRICATOR'S PREMISES PER IBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDICTION � �
<br /> DP. DEEP RAD. RADIUS PRIOR TO FABRICATION. a ~
<br /> RE: REFERENCE �
<br /> D.S. DRAG STRUT 3. CONTINUOUS SPECIAL INSPECTIQN REQUIRES THE INSPECTOR SHALL BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFQRMED. PERIODIC � Q
<br /> � REF. REFERENCE
<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 CQMPLIANCE WITH m v �
<br /> DWL. DQWEL(S) REQ. REQUIRED ( > THE REQUIREMENTS. �
<br /> R.F. RIGID FRAME 4. ALL WELDS SHALL BE VISUALLY INSPECTEQ. � �
<br /> (E) EXISTING R.O. ROUGH OPENiNG 5. PERIODIC SPECIAL INSPECTIONS HALL BE ALLOWED FOR SHOP WELDING OF ASTM A706 REINFORCEMENT NQ. 5 OR SMALLER USED FOR EMBEDDED ITEMS, PRaVIDED � �
<br /> EA. EACH THAT: TNE 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 SNOP WELDED ITEMS. � �
<br /> E.F. EACH FACE 6. THE SPECIAL INSPECTOR SHALL PROVIDE THE BUILDING dFFIGIAL, OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR WITH COPfES OF ALL REPORTS AND � � 2
<br /> SCH. SCHEDULE 2 w
<br /> � E.J. EXPANSION JOINT 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. ELEVATION SCHED. SCHEDULE
<br /> ELEV. ELEVATOR
<br /> �
<br /> _ . . . . .
<br /> EMBD. EMBED(MENT) S M, SIMILAR Z
<br /> EN EDGE NAIL S.J. SHRINKAGE CONTROL JOINT \. . . . . . .
<br /> ENG. ENGINEER `�' O O -D
<br /> EQ. EQUAL SKW. SKEW(ED) z O O O O O O �. . . . .
<br /> EQPT. EQUIPMENT S.O.G. SLAB ON GRADE � � .
<br /> SPC. SPACE S ING �
<br /> E.W. EACH WAY
<br /> � ) � )
<br /> SPEC. SPEGFICATION S z
<br /> C1�
<br /> EXP. EXPANSION � ) -
<br /> Q
<br /> HEAD OUT FQR
<br /> SQ. S UARE
<br /> J RIM JOIST
<br /> Q
<br /> EXST. EXISTING �
<br /> EXT. EXTERIOR STD. STANDARD � ETCMBING, MECH., 1 1/2" DIA. MAX. d �
<br /> STGR. STAGGER o- HOLE SIZE THIS ZONE �
<br /> STIFF. TI -� d/3 MAX. 0
<br /> FAB. FABRICATION S FFENER(S)
<br /> FB FLUSH BEAM STIR. STIRRUP(S) � � � � �
<br /> FDN. FOUNDATION STL, STEEL � I � � 2x10 �
<br /> � F.F. FINISH FLOOR STRUC. STRUCTURAL m _
<br /> FIN. FINISH(ED) STRUCT. STRUCTURAL I �i I � �
<br /> FLG. FLANGE SUSP. SUSPENDED(TION) � `� � Q,� �
<br /> FLR. FLOOR SYMM. SYMMETRICAL � t--a
<br /> U210 HANGER �
<br /> FN FIELD (FACE) NAI� I EA. END �
<br /> F.O. FINISHED OPENING T. TOP �
<br /> F.O.C. FACE OF CONCRETE T.&B. TOP AND BOTTOM 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 GROOVE
<br /> I I U210 HANGER 8 J0 ST B0R NG �IM.ITS � �
<br /> F.O.W. FACE OF WALL THK. THICK(NESS�
<br /> �
<br /> c�
<br /> FRM. FRAME(ING) THRD. THREADED I � 2x10 JOIST PER PLAN �
<br /> F.S. FAR SIDE TN TOE NAIL
<br /> FT. FEET(FOOT) T.O.S. TOP OF SHEATHING{SLAB) � (16" O,C. U.N.O. PER
<br /> FRTW I T.O.W. TOP OF WALL z I I PLAN) O
<br /> F RE RETARDANT TREATED WOOD � �
<br /> FTG. FOOTING TRANSV. TRANSVERSE � I I 2x10.
<br /> �
<br /> T.O,S.. TOP OF STEEL � � � �
<br /> I GA. GAUGE TYP. TYPICAL o I I � �
<br /> , GALV. GALVANIZE(D) � � 1'-4" 1'-4" �
<br /> GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE FOR JOIST SPANS UP TO �
<br /> � GLB GLUE LAMINATED BEAM U/S UNDERSIDE I 11'-0", A SINGLE JOIST � .
<br /> GRD. GRADE I I MAY BE HEAD OFF TO Q� Q
<br /> V. VERTICAL I � ADJACENT SINGLE JOISTS `�'� �
<br /> GWB GYPSUM WAI��BOARD � �
<br /> GYP. GYPCRETE VERT. VERTICAL � ( �
<br /> VIF VERIFY IN FIELD � � � O
<br /> H. HORIZONTAL
<br /> HD HOLDOWN W, WCDE(WIDTH) I I FOR JOIST SPANS Q� bQ
<br /> H.D.G. HOT DIPPED GALVANIZED W/ WITH � BETWEEN 11'-0" AND �� � �
<br /> 16'-0" ADD ADDITIONAL � �
<br /> HDR. NEADER W/Q WITHOUT i i 2x10 JOIST ADJACENT TO �--� � �
<br /> HGR. HANGER WD. WOOD HEAD OUT. �
<br /> HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS I � � � r�
<br /> HORIZ. HORIZONTAL W.P. WORK POINT
<br /> HR HEADER W.S. WELDED STUD z I ( NOTE: JOIST HEAD -OUT U Mw�l �
<br /> H.S,B. HIGH STRENGTH BOLT WT. WEIGHT � IS FOR UN UNIFORMLY � � N
<br /> HT. HEIGHT W.W.F. WELDED WIRE FABRIC � � _ _ _ � LOADED FLOOR JOISTS �" > � •
<br /> _ _ ONLY �� �•/ y
<br /> I.D. INSIDE DIAMETER X-STG EXTRA STRONG � - - � - - - - - � w w
<br /> I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG � I I
<br /> LF. WSID� FACE �;
<br /> YD YARD m
<br /> PLAN - JOIST HEAD-OUT
<br /> - SCALE: 3/4" = 1'-0"
<br /> �
<br /> 9C� 10 JO ST NEAD-OUT DETA �S 11 '
<br />
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