3331 30TH DR 2016 Plans 2025-05-14

ABBRE�IATIO�IS 20 SPECIA� If� SPECTI0�1S, TEST �l � and STRUCT� RA� OB�ERVAT 0�1 S�NEDU �E ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.1) WALL TYPE LEVEL P�ATE SIZE STUD SIZ� AND SPACING & AND IN. INCHE(S) INSPECTIQN ITEMS CONTfNUOUS PERIODIC TESTING COMMENTS coNN�cTioN FASTENING � C� AT INFO. WFORMATION `� ' FEET(F04T) INT. INTERIOR EXTERIOR GROUND-MAIN 2 X 6 2X6 � 16"O.C. 1. JOIST TO SILL OR GIRDER (3) Q.131" X 2.5" TQENAILS � " INCH (INCHES) SQIL & FOUNDATIONS (IBC 1704J� MAIN-UPPER 2 X 6 2X6 Q 16"O.C. 2. BRIDGING TO JOIST (3) 0.131° X 2.5" TOENAILS EA. END � # POUND(S), NUMBER JST. JOIST UPPEft-ROOF 2 X 6 2X6 @ 16"O.C. 3. 1X6 OR LESS SUBFLR. TO JST. (2) 0.131" X 2.5" FACE NAIL = JT. JOINT SITE PREPARATION, EXCAVATIDN & GRADING X GEOTECH = EQUAL(S) 4. WIDER THAN 1X6 SUBFLR. TO JST. (3) 0.131" X 2.5" FACE NAIL � SUBSURFACE DRAINAGE GEOTECH INTERIOR T, / PER GROUND-MAIN 2 X 4 2X4 @ 12"O.C. 5. 2" SUBFLOOR TO JST.f GIRDER (2) 0.148" X 3.25" BLIND & FACE NAIL U � K KIPS(1000) FILL PLACEMENT & COMPAC710N X X GEOTECH MAIN-UPPER 2 X 4 2X4 C� 16 O.C. O 0.948 X 3.25 AT 12" O.C. TYP. FACE NAIL Z � A.B. ANCMOR BOLT UPPER-ROOF 2 X 4 2X4 C� 16"O.C. 6. SOLE PLATE TO JST. QR BLKG. 1 " " � � " '� "AT BRACED WALL PANEL (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL ABV. ABOV� LAT. LATERAL FIELD VERIFICATION OF BEARING CAPACITY X GEOTECH `' :. ADD. ADDITIONAL LB. POUND(S) PARTY 7. TOP PLATE TO STUD (2) 0.148" X 3.25" O.C. END NAIL ADJ. ADJACENT L.B. �AG BOLT(S) DBL WALL GROUND-MAIN 2 X 4 EA. WALL 2X4 @ 16"O.C. EACH WALL 8. STUD TO SOLE PLATE (4) 0.131" X 2.5" TOENAIL o � ALUM. ALUMINUM LG. LONG(ITUDINAL) i3ONCRETE 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 1 � o ALT. ALTERNATE LGTH. LENGTH X UPPER-ROOF 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH WA�L 9. DOUBLE STUDS (2) 0.148" X 3.25" AT 12° O.C. FACE NAIL � � � REINFORCEMENT 10;DOUBLE TOP PL.ATES (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL � � �z AFPRX. APPROXIMATc(LY) LGMF LIGHT GAUGE METAL FRAMING ARCH. ARCHfTECT(URAL) LLH LONG LEG NORIZQNTAL DOUBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25" FACE NAILS � � Q ASSY ASS�MBLY LLV LONG LEG VERTICAL BEARING WALL NOTES 11.JOIST/RAFTER BLKG. TO PLATE (3) 0.148 X 3.25" TOENAILS � +, � 1. SEE SHEARWALL SCHEDULE SHEET S1.2 FOR WALL SHEATHING ADDITIONAL PLATE ANQ STUD B. BOTTOM LSH LONG SLOTTED HOLE(5) „' 12.RIM JOIST TO TOP PLATE (1) 0.148 X 3.25" AT 12" O.C. TOENAIL �� BEL. BELOW LT. WT. �IGHT 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 � .� BEN BOUNDARY EDGE NAILWG L.W. LIGHT WEIGHT ANCHOR BOLTS & HOLDOWNS SHEET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME X SHEAR4NALL TYPES REQUIRE A DOUBLE RIM JQIST FOR THE PLATE NAILING. 14.D0UBLE 2X JQIST/HEADER (1} 0.148" X 3.25" AT 12" FACE NAIL EA. EDGE �-'-� � ;� B.F. BRACED FRAME 15.CEILfNG JOISTS TO PLATE (3) 0.131" X 2.5" TOENAIL � � BLDG. BUILDING MAS. MASONRY EMBEDDED ITEMS X , „ � o � 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 TOENAILS � � .-� 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" FACE NAIL � � � 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 � � � BLW. BELOW MAX. MAXIMUM „ „ U �' m BM. BEAM M.B. MACHINE BOLT FOR CORRQSION PROTECTION REQUIREMENTS FOR CONNECTORS. 19.RAFT�R 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. MECHANICA� 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 (n � � BNORY. BOUNDARY M.E.J. MASONRY EXPANSION JOINT STEEL CONSTRUCTfON (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 B.O. BOTTOM OF MEZZ. MEZZANINE 23.BUILT-UP CORNER STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL '; � � � ' B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER 4. SEE DETAIL 5/S1.1 FOR NOTCHING AND BLOCKING LIMITS. 24.BUILT-UP GIRDERS AND BEAMS (1) 0.148" X 3.25" AT 12° EA. EDGE STAGGERED ` � ; � B.O.F. BOTTOM OF FOOTING MIN. MINIMUM WELDING (IBC 1704.3.1 & AW$ D1.1� NOTE 4. ; � BRDG. BRIDGE(ING) MISC. MISCELLANEOUS 5. SEE DETAIL 6/S1,1 FOR BUNDLED STUDS AND SQUASH BLOCKS. ; r ; U ' STAIR AND RAILING BRG. BEARING � r t� ��{ � MTL. METAL X � � BTM. BOTTOM REINFORCING STEEL (AWS D1.4} }{ NOTE 6 �: � , ,�, , �. ; BTWN. BETWEEN cN, � NEW � BEAR1 �1� UVA�.� STUD SCHEDU E [� FASTEI� I �I � SCNEDU E �.. . , . .: �...... N.L.B. NQN-LOAD BEARING C CAMBER N0. NUMBER EMBEDDED PLATE X � CAMB. CAMSER(ED) N•S. NEAR SIDE _ � CANT. CANTILEVER(ED) N.T.S, NOT TO SCALE � �y� � CF CUBIC FOOT N•WC.NORMAL WEIGHT CONCRETE ANCNORING SYSTEMS N0. QF BUNDLED STUDS ` ' �� o C.I.P. CAST IN PLACE ADHESIVE ANCHORS X PER MFR. NOLE DIA.<2/5d PER PLAN ,�, � � <� C.J. CONSTRUCTION JOINT O.C. ON CENTER MECHANICAL ANCHORS PER MFR. d HOLE EDGE SINGLE STUD (2) 0.162" DIA. X 3 1/2" AT 12" O.C. �� ' � � CL CENTER LINE O.D. OUTS@E DIAMETER X J DISTANCE>5f8 TYPICAL �-^ � �, '� CLG. CEILING O.F. OUTSIDE FACE POWQER ACTUATED FASTENERS X PER MFR, o NOTCH MOLE �DGE o 0 CLR. C�EAR O.H. OPPOSITE NAND z DEPTH<1 f4d '� DISTANCE>5/8 �� COL. COLUMN OPNG. OPENING o� SINGLE STUD � �c�� CONC. CONCRETE OPP. OPPOSITE WOOD CONSTRUCTION (18C 1704.6 & 1707.3� "' � INTERIOR CONN. CONNECTION ORNT. ORIENTATE(ION) o ONLY OSB ORIENTED STRAND BOARD SILL PLATE ANCHOR BOLTS X "' 2X JOISTS PER PLAN � CONST. CONSTRUCTION � STUD CONT. CQNTINUOS O.W.J. OPEN WEB JOIST FLOQR AND EDGE DIAPHRAGM NAILING X � NQLE DIA.<2/5d � CTSK. COUNTERSINK • � PLATE DOUBLE STUD � � � PAR. PARALLEL iSB SHEAR PANELS X � w � ' CTR. CENTER(ED) � � � � � CY CUBIC YARD P/C PRECAST SHEAR WALL NAILING X `� �, PEN PANEL EDG� NAIL _ . � � � � d PENNY(NAILS) PERP. PERPENDICULAR DRAG STRUT X o ,N � DB DROPPED BEAM PL. PLATE HOLDOWNS X 2X SQUASH BLOCK � =i� DBA DEFQRMED BAR ANCHORS PL PROPERTY LINE NAIL W/ ('2) 0.162" DIA. X � � DBL. DOUBLE PLN PLAN _ 3 1 f 2" C� 8" O.C. STAGGEREQ w � DCW DEMAND CRfTICAL WELD PLMBG. P�UMBING STRUCTURAL OBSERVATION (IBC 1709) PLYWD. P�YWOOD � DFPT, DEPARTMENT CONCRETE CONSTRUCTION NOT REQUIRED DET. DETAIL PSF POUNDS PER SQUARE FOOT WALL PER BEARING � DF DOUGLAS FIR PSI POUNDS PER SQUARE INCH WOOD CONSTRUCTION NOT REQUIRED WALL SCHEDULE � DIA. DIAMETER P.T. PRESERVATIVE TREATEa SCALE: NONE DIAG. DIAGONAL PT POST TENSION(ED) SCALE: 3/4" = 1'-0" 2 � INSPECTION SCHEDULE NOTES: o 0 DIAPH. DIAPNRAGM v� � DIM. DIMENSION QTY. QUANTfTY 1. ITEMS MARKED WITH AND "X" SHALL BE INSPECTED IN AGCORDANCE W1TH IBC 17Q0 BY A CERTIFIED SPECIAL INSPECTOR FROM AN AGENCY APPROVED BY THE � S T�D �10 TC H I N G a n d B 0 R �1 G �I Nl I TS 6 TYP C A� B L 0 C K I N G a t B U f�D�E D S TU D S � DN. DOWN JURISDICTION. � D.O. DITTO(REPEAT) R. RADIUS 2. SPECIAL INSPECTION SNALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICRTOR'S PREMISES PER IBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDIGTION -� � RAQ. RADIUS a �- DP. DEEP PRIOR TO FABRICATION. �- D.S. DRAG STRUT RE: REFERENCE 3. CONTINUOUS SPECIAL INSPECTION REQUIR�S THE INSPECTOR SHALL BE ONSITE AT ALL TIMES THAT WORK REQUIRWG SPECIAL WSPECTION IS PERFORMED. PERIODIC � ¢ REF. REFERENCE Q, DWG. DRAWING(S) SPECIAL INSPECTfON SHALL ALLOW WSPEGTION AT THE INTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECIA� INSPECTION IS IN COMPLIANCE WITH � v DWL. DOWEL(S) REINF. REINFORCEMENT(ING) THE REQUIREMENTS. "' REQ. REQUIRED �- 4. ALL WELDS SHALL BE VISUALLY INSPECTED. � R.F. RIGID FRAME � cn (E) EXISTING 5. PERIODIC SPECIAL INSPEGTIONS HALL BE AL�QWED FOR SHQP WELDWG OF ASTM A706 REINFORCEMENT N0. 5 OR SMA�LER USED FOR EMBEDDED ITEMS, PROVIDED � �-- R.O. RQUGH OPENING � EA. EACH THAT: THE MATERIALS AND THE QUALIFICATI�NS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK, THAT PERIODIC R.S. ROUGH SAWN E.E. EACH END INSPECTIONS ARE MADE OF WORK IN PROGRESS, AND THAT A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO SHIPMENT OF SHOP WELDED ITEMS. � E.F. EACH FACE 6. THE SPECIAL INSPECTQR SHALL PROVIDE THE BUILDING OFFICIAL, OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTQR WITH COPIES OF ALL REPORTS AND � � � E.J. EXPANSION JOINT SCH. SCHEDULE TEST RESULTS (IBC 1704.2.4) 3 X HOLE DIA. MIN. 3 X HOLE QIA. MIN. 3 X HOLE DIA. MIN. EL. EL�VATION SCL STRUCTURAL COMPOSITE WOOD ELEV. ELFVATOR SCNED. SCHEQULE EMBD. EMBED MENT SNT. SHEET ^ z SIM. SIMlLAR � S.J. SHRINKAGE CQNTROL JOINT <„ Q O � EQGEN. EDUALNAIL � \ �. . � . EQGINEER SKW. SKEW(ED) � O O O O O S.O.G. SLAB ON GRADE � � EQPT. EQUIPMENT N � E.W. FACH WAY SPC. SPACE(S) (ING) z HEAD-OUT FOR EXP. EXPANSION SPEC. SPECIFIGATION(S) Q EXST. EXISTING SQ. SQUARE � RIM JOIST PLUMBING, MECH., � EXT. EXTERIOR STD. STANDARD � � ETC. � 1 1 2" DIA. MAX. d � STGR. STAGGER °; d/3 MAX. HOLE SIZE TH�S ZONE O FAB. FABRICATION STIFF. STIFFENER(S) ¢ FS FLUSH BEAM STIR. STIRRUP(S) � � � Q,) FDN. FOUNDATION STL. STEEL � � F.F. FINISH FLOOR STRUC. STRUCTURAL m � � � 2x10 �' FIN. FINISH(ED) STRUCT. STRUCTURAL � �i � � � FLG. FLANGF SUSP. SUSPENDED(TION) I `�' I � -� FLR. FLOOR SYMM. SYMMETRICAL FN FIELD (FACE) NAIL I � EA1Q ND NGER T. TQP � F.O. FINISHED OPENING f I 3/4" = 1'-0" � � F.O.C. FACE OF CONCRETE T.&B. TOP AND B�TTOM F.O.M. FACE OF MASONRY TEMP. TEMPORARY F.O.S. FACE OF STUD T.&G. TONGUE AND GROOVE I ( U21Q HANGER 8 J01 ST B OR �1 G �I Nl�TS � � 0 F.O.W. FACE OF WALL T H K. T H I C K(N E S S) � � � � � 2x10 JOIST PER PLAN FRM. FRAME(ING) THRD. THREADED ! (16" O.C. U.N.O. PER � F.S. FAR SIDE TN TOE NAIL FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) I ' PLAN) � �O FRTW �IRE RETARDANT TREATED WOOD T.O.W. TOP OF WALL � � I 2x10 �{ FTG. FOOTING TRANSV. TRANSVERSE �, T.O.S.. 70P OF STEEL ,- I .� GA. GAUGE TYP. TYPICAL o I I � � GALV. GALVANIZE(D) I 1'-4" 1'-4" I FOR JOIST SPANS UP TO � GB. GRADE BEAM U.N.O. UNLESS NOTED OTH�RWISE GLS GLUE LAMINATED SEAM U/S UNDERSIDE ( 11'-0", A SINGLE JOIST GRD. GRADE I I MAY BE HEAD OFF TO � O GWB GYPSUM WALLBOARD V. VERTICAL � � ADJACENT SINGLE JOISTS � (� GYP. GYPCRETE VERT. VERTICAL I I � VIF VERIFY IN FIELD � � P� �._, H. HORIZONTAL G � FOR JOIST SPANS . �� HD HOLDOWN W. WIDE(WIDTH) � BETWEEN 11'-0" AND � ,_, H.D.G. HOT DIPPED GALVANIZED W/ WITH � � 16'-0° ADD ADDITIONAL CC� � HDR. HEADER W/0 WITHQUT 2x10 JOIST ADJACENT TO � � � HGR. HANGER W0. WOOD i ( HEAD OUT. � � � HORZ. NORIZONTAL W.H.S. WELDED HEADED STUDS ^ � HORIZ. HORIZONTAL W.P. WORK POINT I I � F� � Z � � NOTE: JOIST HEAD -OUT � �; HR HEADER W.S. WELDED STUD ¢ IS FOR UN UNIFORMLY � }.� 4� H.S.B. HIGH STRENGTH BOLT WT. WEIGHT w � � LOADED FLOOR JOISTS $"' NT. HEIGHT W.W.F. WELDED WIRE FABRIC � � � � � -,- - - - - - - - ONLY �/� y LD. INSIDE DIAMETER X-STG EXTRA STRONG Q - - - - - - - `d 1 � W I.E. INVERT ELEVATION XX-STG QQUBLE EXTRA STRONG � I I 1.�. INSIDE FACE � � YD YARD °� PLAN - JOIST HEAQ-OUT SCALF: 3/4" = 1'-0° 9 10 JOIST HEAD-OUT DETAI�S 11 ' ❑