Laserfiche WebLink
3 <br /> A B B R E VI A T 0�1 S 20 S P�C A� �l S P E C T 0�1 S? TE S T �V C�I� � S TR U �TlJ R A L O B�E R UA T O I V S�H E D U �E ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.t) <br /> WA�L TYPE LEVEL PLATE SIZE STUD SIZE AND SPACING <br /> & AND IN. INCHE(S) o <br /> � AT INFO. INFORMATION (NSPECTION (TEMS CONTIN�OUS PERIODlC TESTING COMME�lTS 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 C� 16"Q.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 @ i6"O.C. 3. 1X6 OR LESS SUBFLR. TO JST. (2) 0.131" X 2.5" FACE NAIt � ' <br /> EQUAL S �1T. JOINT SITE PREPARATION, EXCAVATION & GRADING X GEOTECH <br /> _ � � 4. WIDER THAN 1X6 SUBFLR. TO JST. (3) 0.131" X 2.5" FACE NAIL <br /> / PER K KIPS(1000) SUBSURFACE DRAINAGE INTERIOR � °' <br /> G E O T E C H GROUND-MAIN 2 X 4 2 X 4 4 1 2"O.C. 5. 2" S U B F L O O R T O J S T./G I R D E R (2) 0.1 4 8" X 3.2 5" B L I N D & F A C E N A I� U � <br /> FILL PLACEMENT & COMPACTION X X GEOTECH 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 /> j ABV. ABOVOR 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 /> LAT. LATERAL FIELD VERIFICATION OF BEARING CAPACITY }( GEOTEGH - 7. TOP PLATE TO STUD (2) 0.148" X 3.25" O.C. END NAIL <br /> ADD. ADDITIONAL LB. POUND(S) PARTY 8. STUD TO SOLE PLATE (4) 0.131'^ X 2.5° TOENAIL � � <br /> ADJ. ADJACENT L.B. LAG BO�T(S) DBL WALL GROUND-MAIN 2 X 4 EA. WALL 2X4 C� 16"O.G. EACN WALL <br /> ALUM. A�UMINUM LG. LONG(ITUDINAL) CONCRETE CONSTRUCTION {IBC 1704.4) IBC TABLE 1704.4 � � MAIN-UPPER 2 X 4 EA. WALL 2X4 Q 16"O.C. EACH WALL (OR) (2) 0.148 X 3.25 O.C. END NAIL 1 0 <br /> ALT. A�TERNATE LGTH. LENGTH . UPPER-ROOF 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH WALL 9. DOUBLE STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL � °; '-� <br /> REINFORCEMENT <br /> APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING X 10.DOUBLE TOP PLATES (1) 0.148" X 3,25" AT 12" O.C. TYP. FACE NAII. �- � � <br /> ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAI� D4UBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25" FACE NAILS � � o <br /> ASSY ASSEMBLY L�V LONG LEG VERTICAL BEARING WALL NOTES 11.JOIST/RAFTER BLKG. TQ PLATE (3) 0.148 X 3.25" TOENAILS � T, � . <br /> B. BOTTQM LSH LONG S�OTTED 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. TOENAIL �� � <br /> BEL. BELOW LT. WT. LIGHT WEIGHT R E Q U I R E M E N T S, B L O C K I N G A N D P L A T E N A I L I N G. S E E 0 6 1 0 0 R O U G H F R A M I N G S T R U C T U R A L N O T E S 13.TOP PLATE LAP INTERSECTIONS (2) 0.148" X 3.25" FACE NAIL � .� � <br /> BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGHT ANCHOR BOLTS & HOLDOWNS SHEET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME ,� „ > W � ,-�. <br /> X 14.DOUBLE 2X JOIST/HEADER (1) 0.148 X 3.25 AT 12' FACE NAIL EA. EDGE � <br /> B.F. BRACED FRAME SNEARWALL TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILENG. � <br /> BLDG. BUILDING MAS. MASONRY EMBEDDED 1TEMS � 15.CEILING JOISTS TO PLATE (3) 0.131" X 2.5" TOENAIL - o � <br /> � BLK. BLOCK MASN. MASONRY PREPARATION OF TEST SPECIMENS 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" T�ENAILS � � � <br /> i BLKG. BLOCKING MAT. MATERIAL TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWALL AND HOLDOWN SCHEDULE FOR ADDITIONAL 17.CLG. JST. LAP AT PARTITIONS (3) 0.148" X 3.25" FAGE NAIL � °' � <br /> BLW. BELOW MAX. MAXIMUM CONCRETE PLACEMENT ANCHQR BOI.T REQUfREMENTS. WHERE PRESERVATIVE TREATED WOOD IS USED, REFER TO THAT SECTION 18.CLG. JST. TO PARALLEL RAFTER 3 Q.148" X 3.25" FACE NAIL � � � <br /> BM. BEAM M.B. MACHINE BOLT FOR CORROSION PROTECTION REQUIREMENTS FOR CONNECTORS, 19.RAFTER TO RLATE (3) 0.131" X 2.5" TO�NAIL � � � <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 CONNECTQRS AT SHEARWALLS AS 21.1X8 OR LESS SHTG. TO EA. BRG. (2} 0.131" X 2.5" FACE NAIL (n � � <br /> � <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 1X8 SHTG. TO BRG. (3) 0.131" X 2.5" FACE NAIL <br /> B.O. BOTTOM OF MEZZ. MEZZANINE ' ` � <br /> 23.BUILT-UP CORNER STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL ' � t{T <br /> B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER 4. SEE DETAIL 5/S1.1 FOR NOTCHWG AND BLOCKING LfMITS. 24.BUILT-UP GIRDERS AND BEAMS (1) 0.148" X 3.25" AT 12" EA. EDGE STAGGERED x f; � � <br /> B.O.F. BOTTOM OF FOOTING MIN. MINfMUM WELDING (IBC 1704.3.1 & AWS D1.1� NOTE 4. ,�Y7 � N 3' <br /> BRDG. BRIDGE(ING) MISC. MISCELLANEOUS 5. SEE DETAIL 6 fS1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. ` `" �y U � � • <br /> BRG. BEARING MTL. METAL <br /> S T A I R A N D R A I L I N G X a� , A <br /> BTM. BOTTOM REINFORCING STEEL (AWS D1.4) X NOTE 6 <br /> � �� � v ; <br /> BTWN. BETWEEN N�L.B. NON-LOAD BEARING � B E/�1 R I G Wl�� S TU D S�� E D U �E � �A S TE I � G S l�H E D U E �� � �� ���` � � . ��� <br />�� C CAMBER N0. NUMBER �EMBEDOED PLATE �( _ <br /> CAMB. CAMBER(ED) N.S. NEAR SIDE � <br /> CANT. CANTILEVER(ED} N.T.S. NOT TO SCALE 3 ��� � <br /> CF CUBIC FOOT N.W.C.N(�RMAL WEIGHT CONCRETE ANCHORING SYSTEMS N0. OF BUNDLED STUDS 1� Q <br /> C.I.P. CAST IN PLACE ADHESIVE ANCHORS X PER MFR. '� <br /> C.J. CONSTRUCTION JQINT O.C. ON CENTER d HOLE EDGE SINGLE�ISTUD `5d PER PLAN � �. ��,�� <br /> CL CENTER L1NE O.D. OUTSIDE DIAMETER MECHANICAL ANCHORS X PER MFR. (2) 0.162 DIA. X 3 1/2" AT 12 O.C. � , a � <br /> O.F. OUTSlDE FACE Z DISTANCE>5/8" HO�E EDGE TYPICAL � w ' " �� p <br /> CLG. CEILING POWDER ACTUATED FASTENERS NOTCH o <br /> O.H. OPPOSITE HAND X PER MFR. o DISTANCE>5 8" ct� ~' <br /> CLR. CLEAR z DEPTH<1/4d � � � �'��, � <br /> OPNG. OPENING Q ? <br /> COL COLUMN . <br /> � SINGLE STUD c� <br /> OPP. OPPOSITE WOOD CONSTRUCTION (IBC 1704.6 & 1707.3} <br /> r �� <br /> CONC. CONCRETE "' � INTERIOR <br /> CONN. CONNECTION ORNT. ORIENTATE(ION) o ONL.Y <br /> OSB ORIENTED STRAND BOARD SILL PLATE ANCHOR BOLTS }( r-, <br /> CONST. CONSTRUCTION � STUD 2X JOISTS PER PLAN <br /> CONT. CQNTINUOS O.W.J. OPEN WEB JOIST FLOOR AND EDGE DIAPHRAGM NAILING X � HOLE DIA.<2/5d <br /> � CTSK. CQUNTERSINK ``' PLATE DOUBLE STUd � <br /> PAR. PARALLEL iSB SHEAR PANELS X � � � � <br /> CTR. CENTER(ED) o <br /> CY CUBIC YARD P/C PRECAST SHEAR WALL NAILING X � \ � � <br /> PEN PANEL EDGE NAIL q � o `� <br /> PERP. PERPENDfCULAR DRAG STRUT }( o � `� <br /> d PENNY(NAILS) X 2X SQUASH BL4CK W � <br /> DB DROPPED BEAM PL. PLATE HOLDOWNS <br /> DBA DEFORMED BAR ANCHORS PL PROPERTY LINE NAIL W/ (2) 0.162 DIA. X � � <br /> PLN PLAN 3 1/2" � 8" O.C. STAGGERED � � <br /> DBL. DOUBLE PLMBG. PL.UMBING STRUCTURAL OBSERVATiDN IBC 1709 <br /> DCW DEMAND CRITICAL WELD ( � <br /> DEPT. DEPARTMENT PLYWD. P�YWOOD \ <br /> PSF POUNDS PER SQUARE FOOT CONCRETE CONSTRUCTfON NOT REQUIRED • <br /> DET. DETAIL PSI POUNDS PER SQUARE INCH WOOD CONSTRUCTION NOT REQUIRED WALL PER BEARING o <br /> DF DOUGLAS FIR WAI.L SCHEDULE � <br /> DIA. DIAMETER P.T. PRESERVATIVE TREATED SCALE: NONE <br /> DIAG. DIAGONAL PT POST TENSION(ED} SCALE: 3/4" = 1'-0" 2 �' <br /> � DIAPH. D�APHRAGM INSPECTION SCHEDULE NQTES: <br /> � DIM. DIMENSION QTY. QUANTITY 1. ITE " " 5 ST�D �1OT�N�NG and BOR �1G � �ITS 6 TYPICA� B�OCKI�IG at BUND ED STUDS > o <br /> MS MARKED WITH AND X SHALL BE INSPECTED IN ACCORDANCE WITH IBC 1700 BY A CERTIFIED SPEC1AL INSPECTOR FROM AN AGENCY APPROVED BY THE � � w <br /> DN. DOWN R. RADIUS JURISDICTION. r� � <br /> D.O. DITTO(REPEAT) 2. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICATOR'S PREMISES PER lBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDICTION Q � <br /> DP. QEEP RAD. RADIUS PRIQR TO FABRICATION. E- <br /> RE: REFERENCE ,_ <br /> D.S. DRAG STRUT 3. CQNTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SNALL BE ONSITE AT A�L TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. PERIODIC � Q <br /> REF. REFERENCE Q <br /> DWG. DRAWWG(S) SPECIAL INSPECTION SHALL ALLOW INSPECTION AT THE INTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECtAL INSPECTION IS IN COMPLIANCE WITH m v <br /> DWL. DOWEL(S) REINF. REINFORCEMENT(ING) THE REQUIREMENTS. <br /> REQ. REQUIRED 4. ALL WELDS SHALL BE VISUAL�Y INSPECTED. '_ � <br /> R.F. RIGID FRAME � <br /> (E) EXISTING 5. PERIODIC SPECIAL WSPECTIONS HALL BE ALLOWED FOR SHOP WELDING OF ASTM A706 REINFORCEMENT N0. 5 OR SMAL�ER USED FQR EMBEDDED ITEMS, PROVIDED � � . <br /> EA. EACH R.O. ROUGH OPENING THAT: THE MATERIALS AND THE QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRfOR TO THE START OF WORK, THAT PERIODIC w <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. 0. v <br /> E.F. EACH FACE 6. THE SPECIAL fNSPECTOR SHALL PROVIDE THE BUILDING OFFfCIAL, OWNER, ARCHITECT, ENGINEER OF RECQRD, AND CONTRACTOR WfTH COPIES OF ALL REPORTS AND O � z <br /> SCH. SCHEDU�E 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. z � <br /> E.J. EXPANSION JOINT TEST RESULTS IBC 1704.2.4 <br /> � EL. ELEVATION SCL STRUCTURAL COMPOSITE WOOD � } <br /> ELEV. ELEVATOR SCHED. SCHEDULE <br /> EMBD. EMBED(MENT) IM. S MELAR � <br /> EN EDGE NAIL $.J. SHRINKAGE CONTROL JOINT - \ . . . <br /> ENG. ENGINEER "' Q � -o <br /> SKW. SKEW(ED) z O O Q p p <br /> EQPT. E4U PMENT S.O.G. SLAB ON GRADE � � � . . . . � . <br /> E.W. EACH WAY SPC. SPACE(S} (ING) N <br /> EXP. EXPANSION SPEC. SPECIFICATION(S) Z � <br /> EXST. EXISTING SQ. SQUARE � RIM JOIST PLUMBINGT MECH., <br /> EXT. EXTERIOR STD. STANDARD � ETC. 1 1 2" DIA. MAX. d � � <br /> STGR. STAGGER �- HO E SIZE THIS ZONE � <br /> FAB. FABRICATION ST1FF. STIFFENER(S) � � __ _ � d j3 MAX. <br /> � <br /> FB FLUSH BEAM STIR. STIRRUP(S) � � <br />� _ FDN. FQUNDATIQN STL. STEEL c� I ¢ I ►� <br /> F.F. FINISH FLOOR STRUC. STRUCTURAL � � 2X�Q � <br /> FIN. FINISH(ED) STRUCT. STRUGTURAL I �i <br /> � � <br /> FLG. FLANGE SUSP. SUSPENDED(TION) � `�' � Q,� � <br /> FLR. FLOOR SYMM. SYMMETRICAL . I I � <br /> FN FIELD (FACE) NAIL <br /> U210 HANGER � <br /> F.O. FINISHED OPENING T. TOP <br /> I EA. END <br /> F.O.C. FACE OF GONCRETE T.&B. TOP AND BOTTOM I I 3/4" = 1'-0" � <br /> F.O.M. FACE OF MASONRY <br /> TEMP. TEMPORARY I g �0 S T B Q R N G �I�1 TS � � <br /> F.O.S. FACE OF STUD T.&G. TONGUE AND GROOVE I I U210 HANGER <br /> F.O.W. FACE OF WALL THK. TNICK(NES$) � � � ' <br /> FRM. FRAME(ING) THRd. THREADED <br /> 2x10 JOIST PER PLAN <br /> F.S. FAR SIDE TN TOE NAIL i I (16" O.C. U,N.O. PER � � <br /> FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) <br /> I I PLAN) <br /> � FRTW FIRE RETARDANT TREATED WOOD T.O.W. TOP OF WA�L z I I 2x10 � � <br /> FTG. FOOTING TRANSV. TRANSVERSE � <br /> T.O.S.. TOP OF STEEL � � � � <br /> 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 GL,UE LAMINATED BEAM U/S UNDERSIDE I 11'-0", A SINGLE JOIST � <br /> GRD. GRADE ( I MAY BE HEAQ OFF TO Q� Q <br /> GWB GYPSUM WALLBOARD W� VERTICAL I I ADJACENT SINGLE JOISTS �'� � <br /> GYP. GYPCRETE VERT. VERTICAL � � 0 �--�I �,"' <br /> VIF VERIFY IN FIELD � � � O ' <br /> H. HORIZONTAL <br /> HD HOLDOWN W. WIDE(W1DTH) ( I FOR JOIST SPANS bQ <br /> N.D.G. HOT DIPPED GALVANIZED W WITH BETWEEN 11'-0" AND �� � <br /> � ( 16'-0" ADD ADDITIONAL CCj � � <br /> � HDR. HEADER W/0 WITHOUT i i 2x10 JOIST ADJACENT TO �-1 � � <br /> HGR. HANGER WD. WOOD HEAD QUT. � � � <br /> HORZ. H4RIZONTAL W.H.S. WELDED HEADED STUDS I I �, h-�-i „ <br /> HORIZ. HORIZQNTAL W.P. WORK POINT U � � <br /> HR HEADER W.S. WELDEQ STUD z � � NQTE: JOIS7 HEAD -QUT <br /> H.S.B. HIGH STRENGTH BOLT WT. WEIGHT ¢ <br /> HT. HEIGHT o- IS FOR UN UNIFORMLY h„� N <br /> W.W.F. WELDED WIRE FABRIC W � _ _ _ _ _ _ _ T � LOADED FLOOR JOISTS � l � <br /> - ONLY �-� �.J y <br /> � - _ - - _- � w W <br /> I.D. INSIDE DIAMETER X-STG EXTRA STRONG ¢ I I <br /> I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG � <br /> I.F. INSIDE FRCE • <br /> c� <br /> YD YARD m - <br /> PLAN - JOIST HEAD-OUT <br /> � SCALE: 3/4" = 1'-0" <br /> 0 10 JOIST HEAD-OUT DETA �S � � • <br />