3402 30TH DR 2016 Plans 2025-05-14

A B B R E�I A TI 0�l S 20 S P E C I A� I�l S P E C TI 0�1 S, TE S TI C� G CI I� � S TR U l�TU R A� O�S E R V A T O I V S�H E D U LE ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.1) WALL TYPE LEVEL PLATE SIZE STUD SIZE AND SPACING � AT� iNFo. iNFORMa�T�o�v INSPEGTION ITEMS CONTINUOUS PERIODIC TESTING COMMENTS coNNECT�oN FASTENING � ' FEET FOOT INT. INTERIOR EXTERIOR � � GROUND-MAW 2 X 6 2X6 @ 16"O.C. 1. JOIST TO SILL OR GIRDER (3) 0.131" X 2.5" TOENAILS � � " INCH (INCNES) 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 <G x,- # POUNd(S), NUMBER JST. JOIST SITE PREPARATION, EXCAVATION & GRADING UPPER-ROOF 2 X 6 2X6 G 16"O.C. 3. 1X6 OR LESS $UBFLR. TO JST. (2) 0.131" X 2.5" FACE NAIL � � EQUAL(S) JT. JOINT X GEOTECH 4. WIDER THAN 1X6 SUBFLR. TO JST. (3) 0.131" X 2.5" FACE NAIL . � / PER K KIPS(1000) SUBSURFACE DRAINAGE GEOTECH INTERIOR GROUND-MAIN 2 X 4 2X4 Q 12"O.C. 5. 2" SUBFLOOR TO JST./GIRDER (2) 0,148" X 3.25" BLIND & FACE NAI� U � FILL PLACEMENT & COMPACTION X X GEOTECH MAIN-UPPER 2 X 4 2X4 � 16'�O.C. 6. SQLE PLATE TO JST. OR BLKG. (1) Q.148" X 3.25" AT 12" O.C. TYP. FACE NAIL z � ^ A.B. ANCHOR BOLT UPPER-ROOF 2 X 4 2X4 C� 16'O.C. " ° "AT BRACED WALL PANEL (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL T � w ABV. ABOVE LAT. LATERAI. FIELD VERIFICATION OF BEARING GAPACITY X GEOTECH A D D. A D D I T I O N A L L B. P Q U N D(S) 7. TOP PLATE TO STUD (2) 0.148" X 3.25" Q.C. END NAIL � PARTY 8. STUD TO SOLE PLATE (4) 0.131" X 2.5" TOENAIL o � AQJ, ADJACENT L.B. LAG BOLT(S) GROUND-MAW 2 X 4 EA. WALL 2X4 t� 16"O.C. EACH WALL ALUM. ALUMINUM LG. LONG(ITUDfNA�) GONCRETE CONSTRUCTION (IBC 1704.4� IBC TABLE 1704.4 (DBL WALL) MAIN-UPPER 2 X 4 EA. WA�I� 2X4 C� 16"O.C. EACH WALL (OR) (2) 0.148" X 3.25" O.C. END NAIL 1 � o AL T. A L T E R N A T E L G T H. L E N G T H UPPER-ROOF 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH WALL 9. QOUBLE STUDS (2) 0.148" X 3.25° AT 12" O.C. FACE NAIL � � � REWFORCEMENT APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE META� FRAMING X 10.D0UBLE TOP PLATES (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL �- � � ARCH. ARCHITECT(URAL) L L H L O N G �E G H O R I Z Q N T A L DOUBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25" FACE NAILS � � o ASSY ASSEMB�Y LLV LONG LEG VERTICAL BEARING WALL NOTES 11.JOIST/RAFTER BLKG. TO PLATE (3) 0.148 X 3.25" TOENAILS � +, � B. BOTTOM LSH LONG SLOTTED HOLE(S} 1. SEE SHEARWALL SCHEDULE SHEET S1.2 FOR WALL SHEATHING, ADDITIONAL PLATE AND STUD 12.RfM JOIST TO TOP PI.ATE (1) 0.148 X 3.25" AT 12" O.C. TOENAIL � �' BEL BE�OW LT. WT. LIGHT WEIGHT REQUIREMENTS, BLOCKING AND PLATE NAILING. SEE 06100 "ROUGH FRAMING" STRUCTl1RAL NOTES » � � BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGHT SHEET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME 13.TOP P�ATE LAP INTERSECTIONS (2) 0.148" X 3.25 FACE NAIL � .� ANCHOR BOLTS & HOLDOWNS }( 14.DOUBLE 2X J01STfHEADER (1) 0.148° X 3.25" AT 12" FACE NA1L EA. EDGE W � � B.F. BRACED FRAME SHEARWALL TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING. � BLQG. BUILDING MAS. MASONRY EMBEDDED ITEMS X 15.CEILING JOISTS TO PLATE (3) 0.131" X 2.5" TOENAIL - � BLK. BLOCK MASN. MASONRY PREPARATION OF TEST SPECIMENS 2. SECURE SILL PLATES TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS WITM 7" EMBED, AT 48" ON CENTER 16.CONTINUOUS NEADER TO STUD (4) 0.131" X 2.5" TOENAILS � � � BLKG. BLOCKING MAT. MATERIAL TYPICAL UN�ESS NOTED OTHERWISE, REFER TO SHEARWALL AND HOLDOWN SCHEDULE FOR ADDlTIONAL 17.CLG. JST. LAP AT PARTITIONS (3) 0.148" X 3.25" FACE NAIL � � � BLW. BELQW MAX. MAXIMUM CONCRETE PLACEMENT ANCHOR BOLT REQUIREMENTS. WFiERE PRESERVATIVE TREATED WOOD IS USED, REFER TO THAT SECTION 18.CLG. JST. TO PARALLEL RAFTER (3) 0.148" X 3.25" FACE NAIL U � � BM. BEAM M.B. MACHINE BQLT FOR CORROSION PROTECTION REQUIREMENTS FOR CONNECTORS. 19.RAFTER TO PLATE (3) 0.131" X 2.5 TOENAIL � � c� BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER 20.1X BRACE TO EA. STUD & PLATE (2) 0.131" X 2.5° FACE NAIL � o � 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 (� � � BNDRY. BOUNDARY M.E.J. MASONRY EXPANSION JOINT STEEL CONSTRUCTION (IBC 1704.3� IBC TABLE 1704.3 fNDICATED ON TNE PLANS. 22.WIDER THAN 1X8 SHTG. TO BRG. (3) 0.131" X 2.5" FACE NAIL B.O. BOTTQM OF MEZZ. MEZZANINE 23.BUILT-UP CORNER STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL `: B.O.E. BOTTOM QF EXCAVATION MFR. MANUFACTURER 4. SEE DETAI(� 5/S1.1 FOR NOTCHING AN� BLOCKING LIMITS. ' 24.BUILT-UP GIRDERS AND BEAMS (1) 0.148" X 3.25" AT 12" EA. EDGE STAGGERED ; � � , f , B.O.F. BOTTOM OF FOOTING MIN. MINIMUM WELDING (IBC 1704.3.1 & AWS D1.1} NOTE 4. � BRDG. BRIDGE(ING) MISC. MISCELLANEOUS : 3` STAIR AND RAILING 5. SEE DETAIL 6/S1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. ;.. � U � t Y ��. ,. k < . BRG. BEARING MTL. METAL X ' � BTM. BOTTQM REINFQRCING STEEL (AWS D1.4) X NOTE 6 ; ` �' �f BTWN, BETWEEN �N, NEw 0 B E A R I �1 G �I A�� S T U D S C H E D U �E �4 �A S T E�I �1 G S C H E D U �E _ � ; . . � . ...:� .. t.�: . � : . N.L.B. NON-LOAD BEARING E M B E D D E D P L A T E X C CAMBER N0. NUMBER � CAMB. CAMBER(ED) N.S. NEAR SIDE � CANT. CANTILEVER(ED) N.T.S. NOT TO SCALE S �� \ CF CUBIC FOOT N.W.C.NORMAL WEIGHT CONCRETE ANCHORING SYSTEMS N0. OF BUNDLED STUDS r� o C.I.P. CAST IN PLACE ADHESIVE ANCHORS C.J. CONSTRUCTION JOINT O.C. ON CENTER X PER MFR. �-'--- SINGLE��STUD/5d PER PLAN ��' l��a O.D. OUTSIDE DIAMETER MECHANICAL ANCHORS X PER MFR. d HOLE EDGE (2} 0.162 DIA. X 3 1/2 AT 12 O.C. � � a � CL CENTER LINE >- � ' ' �� CLG. CEILING O.F. OUTSIDE FACE POWDER ACTUATED FASTENERS � NOTCH DISTANCE>5/8' o • � o Z NOLE EDGE TYPICAL N w CLR. CLEAR O.H. OPPOSITE HAND X PER MFR. � DEPTH<1/4d � DISTANCE>5/8" cP�� r�~' OPNG. OPENING Q COL. COLUMN � SINGLE STUD �� OPP. OPPQSITE � CONC. CONCRETE W O O D C O N S T R U C T I O N (I B C 1 7 Q 4.6 & 1 7 0 7.3) � � INTERIOR � CONN. CONNECTION ORNT. ORIENTATE(ION) o ONLY OSB ORIENTED STRAND BOARD SILL PLATE ANCHOR BOLTS X M, CONST. CONSTRUCTION � STUD 2X JOISTS PER PLAN CONT. CONTINUOS Q.W.J. OPEN WEB JOIST FLOOR AND EDGE DIAPHRAGM NAILING X � HO�E DIA.<2j5d CTSK. COUNTERSINK � PLATE DOUBLE STUD � iSB SHEAR PANELS = � \ � o CTR. CENTER(ED) PAR. PARALLEL X o Q C° � � CY CUBIG YARD P/C PRECAST SHEAR WALL NAILING }( PEN PANEL EDGE NAIL a � � ,� DRAG STRUT o � �- �` d PENNY(NAILS) PERP. PERPENDICULAR � DB DROPPED BEAM PL. PLATE HOLDOWNS X 2X SQUASH BLOCK .. � DBA DEFORMED BAR ANCNORS PL PROPERTY LINE NAIL W/ (2) 0.162" DIA. X a � DBL. DOUB�E PLN PLAN 3 1/2" � 8" O.C. STAGGERED w � DCW DEMAND CRITICAL WELD PLMBG. PLUMBING STRUCTURAL OBSERVATION (IBC 1709� DEPT. DEPARTMENT PLYWD. PLYWOOD \ DET. DETAIL PSF POUNDS PER SQUARE FOOT CONCRETE CONSTRUCTION NOT REQUIRED WALL PER BEARING � DF DOUGLAS FIR PSI POUNDS PER SQUARE INCH WOOD CQNSTRUCTION NOT REQUIRED � DIA. DIAMETER P.T. PRESERVATIVE TREATED WALL SCHEDULE � DIAG. DIAGONAL PT POST TENSION(ED) SCALE: NONE SCALE: 3/4" = 1'-0" 2 � INSPECTION SCHEDULE NOTES: o Q DIAPH. DIAPHRAGM , � 0 STUD �lOTCHI(�G and BORI�IG L N11TS 6� TYP CA� B�OCKI�IG at BU�ID�EQ STUDS > a DIM. DIMENSION QTY. QUANTITY 1. ITEMS MARKED WITH AND 'X SNALL BE INSPECTED IN ACCORDANCE WITH IBC 1700 BY A CERTIFIED SPECIAL INSPECTOR FRQM AN AGENCY APPRQVED BY THE W DN. DOWN JURISDICTION. � D.O. DITTO(REPEAT} R. RADIUS DP. DEEP RAD. RADIUS 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 Q � PRIQR TO FABRICATION. t- RE: REFERENCE � D.S. DRAG STRUT 3. CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SNALL BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. PERIODIC � Q REF. REFERENCE Q DWG. DRAWING(S) REINF. REINFORCEMENT ING SPECIAL INSPECTION SHA�L ALLOW INSPECTION AT THE INTERVALS NECESSARY TO CONFORM TNAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH m � DWL. DOWEL(S} � � THE REQUIREMENTS. � REQ. REQUIRED 4. ALL WELDS SHALL BE VISUALLY INSPECTED. �_ � R.F. RIGID FRAME � (E) EXISTING 5. PERIODIC SPECIAL INSPECTIONS HALL BE ALLOWED FOR SHOP WELDING OF ASTM A706 REINFORCEMENT N0. 5 QR SMALLER USED FOR EMBEDDED ITEMS, PRQVIDED w � R.O. ROUGH OPENING EA. EACH TNAT: THE MATERIALS AND THE QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK, THAT PERIODIC R.S. ROUGH SAWN � c� E.E. EACH END INSPECTfONS ARE MADE OF WORK IN PROGRESS, AND THAT A VISUA� INSPECTION OF ALL WELDS lS MADE PRIOR TO SHIPh�ENT OF SHOP WELDED ITEMS, � E.F. EACH FACE 6. THE SPECIAL INSPECTQR SHALL PROVIDE THE BUILDING OFFICIAL, OWNER, ARCHITECT, ENGINEER QF RECQRD, AND CONTRACTOR WITH COPIES OF ALL REPORTS AND O i z SCH. SCHEDULE 2 w E.J. EXPANSION JOINT SCL STRUCTURAL COMPQSITE WOOD TEST RESUI.TS (IBC 1704.2.�) 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. EL. ELEVATION SCHED. SCHEDULE ELEV. ELEVATOR EMBD. EMBED(MENT) �M, SIMlLAR � - EN EDGE NAIL S.J. SHRINKAGE CONTROL JOWT - \ . . . . . . . E Q� E Q U A L ER SKW. SKEW(ED) z O � O O O p � p \ � EQPT. EQUIPMENT S.O.G. S L A B O N G R A D E � �--� E.W. EACH WAY SPC. SPACE(S) (ING) N � EXP. EXPANSION SPEC. SPECIFICATION(S) z EXST. EXISTING SQ. SQUARE � RIM JOIST PLUMBI�NGT ME�CH., � EXT. EXTERIOR STD. STANDARD � ETC. 1 1/2" DIA. MAX. d STGR. STAGGER � FAB. FABRICATION STIFF. STIFFENER(S) ¢ � � d/3 MAX. HOLE SIZE THIS ZONE O FB FLUSH BEAM STIR. STIRRUP(S) � � FDN. FOUNDATION STL. STEEL � I ¢ ( � F.F. FINISH FLOOR STRUC. STRUCTURAL m � 2x10 FIN. FINISH(ED) STRUCT. STRUCTURAL ( �i I � � FLG. F�ANGE SUSP. SUSPENDEQ(TION) ( `�' ( � FLR. FLOOR SYMM. SYMMETRICAL ( r� U210 HANGER (V • FN FIELD (FACE) NAIL I EA. END � F.O. FINISHED OPENING T. TOP F.O.C. FACE OF CONCRETE T.&B. TOP AND BOTTOM I I 3/4" = 1'-Q" � �j F.O.M. FACE OF MASONRY TEMP. TEMPORARY ( F.O.S. FACE OF STUD T.&G. TONGUE AND GROOVE I I U210 HANGER 8 J 01 S T B 0 R I�1 G � M TS � � �� F.O.W. FACE OF WALL THK. THICK(NESS) I U � F FRM. FRAME(ING) THRD. THREADED F.S. FAR SIDE TN TOE NAIL � � 2x10 JOIST PER PLAN � (16" O.C. U.N.O, PER � FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) i I PLAN) O FRTW FIRE RETRRDANT TREATED WOOD T.O.W. TOP QF WALL Z � E•-� FTG. FOOTING TRANSV. TRANSVERSE � I I 2xld u' � �--� T.O.S.. TOP OF STEEL • GA. GAUGE TYP. TYPICAL o � � � I I � GA�V. GALVANIZE(D) � I 1�-4� 1�-4�� I FOR JQIST SPANS UP TO GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE � � GLB GLUE LAMINATED BEAM U/S UNDERSIDE � 11'-0", A SINGLE JOIST GRD. GRADE I I MAY BE HEAQ OFF TO Q.7 Q GWB GYPSUM WALLB�JARD V. VERTICAL � � ADJACENT SINGLE JOISTS O � GYP. GYPCRETE VERT. VERTICAL I � � � VIF VERIFY IN FIELD � � � O H. HORIZONTAL � � FOR JOIST SPANS Q� b1J HD HOLDOWN W. WIDE(WIDTH) � BETWEEN 11'-0" AND �'� � � H.D.G. HOT DIPPED GALVANIZED W/ WITH 16'-0" ADD ADDITIONAL CC3 ..5� 2x10 JOIST ADJACENT TO �--� I I � � HDR. HEADER W/0 WITHOUT � � HEAD OUT. HGR. HANGER WD. WOOD � � � HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS I I �-i ., HORIZ. HORIZONTAL W.P. WORK POINT V � � HR HEADER Q I � NOTE: JOIST HEAD -OUT W.S. WELDED STUD H.S.B. HIGH STRENGTH BOLT WT. WEIGHT � IS FOR UN UNIFORMLY � � 4� HT. NEIGNT W.W.F. WELDED WIRE FABRIC � � _ _ _ _ _ _ � L�QADED FL04R JOISTS ♦� � l � U � - - � W W I.D. INSIDE DIAMETER X-STG EXTRA STRQNG ¢ I ` I G.E. INVERT ELEVATIQN XX-STG aQUBL.E EXTRA STRONG � I.F. INSIDE FACE �; YD YARD m PLAN - JOIST HEAD-OUT SCALE: 3/4" = 1'-0" � � d JO ST HEAD-OUT DETAILS 11 •