3010 34TH PL 2016 Plans 2022-10-28

A B B R E�I A TI 0 N S 20 S P E C A� I N S P E C TI 0 f� S, TE S TI N G a n d S TR U C TU R A� 0 B S E R�A T 0 N S C H E D U �E ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.,> WALL TYPE LEVEL PLATE SIZE STUD SIZE AND SPACING & AND IN. INCHE(S) INSPECTION ITEMS CONTINUOUS PERIODIC TESTING COMMENTS CONNECTION FASTENING � � AT INFO. INFORMATION ' FEET(FOOT) INT. INTERIOR EXTERIOR " INCH (INCHES) GROUND-MAIN 2 X 6 2X6 � 16°O.C. 1. JOIST TO SILL OR GIRDER (3) 0.131° X 2.5" TOENAILS � # POUND(S), NUMBER JST. JOIST 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 � JT. JOINT SITE PREPARATION, EXCAVATION & GRADING X GEOTECH UPPER-ROOF 2 X 6 2X6 � 16°O.C. 3. 1X6 OR LESS SUBFLR. TO JST. (2j 0.131" X 2.5° FACE NAIL � EQUAL(S) 4. WIDER THAN 1X6 SUBFLR. TO JST. / PER K KIPS 100Q SUBSURFACE DRAINAGE WTERIOR � (3) 0.131° X 2.5° FACE NAIL � GEOTECH GROUND-MAIN 2 X 4 2X4 � 12"O.C. 5. 2" StJBFL00R TO JST./GIRDER (2) 0.148" X 3.25" BLIND & FACE NAIL U �; � � FILL PLACEMENT & COMPACTION X X GEOTE CH 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 � A.B. A N C H O R B O L T . UPPER-ROOF 2 X 4 2X4 � 16"O.C. �� °' ^ ABV. ABOVE LAT. LATERAL FIELD VERIFICATION OF BEARING CAPACITY X GEOTECH " 'AT BRACED WALL PANEL (2) 0.148" X 3.25' AT 12° O.C. FACE NAIL � � ADD. ADDITIONAL LB. POUND(S) - 7. TOP PLATE T0 STUD (2) 0.148° X 3.25° O.C. END NAIL ADJ. ADJACENT L.B. LAG BOLT(S) PARTY 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) CONCRETE CONSTRUCTION (IBC 1704.4� IBC TABLE 1704.4 (DBL WALL) MAIN-UPPER 2 X 4 EA. WALL 2X4 � 16°O.C. EACH WALL (OR) (2) 0.148° X 3.25' O.C. END NAIL / � o ALT. ALTERNATE LGTH. LENGTH REINFORCEMENT X UPPER-F�OOF 2 X 4 EA. WALL 2X4 � 16°O.C. EACH WALL 9. DOUBLE STUDS (2) 0.148° X 3.25° AT 12" O.C. FACE NAIL � °; � � APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING ' � 1Q.DOUBLE TOP PLATES (1) 0.148" X 3.25° AT 12° O.C. TYP. FACE NAIL �- � � ARCH. ARCHITECT(URAL) LL_H LONG LEG HORIZONTAL DOUBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25° FACE NAILS � � CO ASSY ASSEPABI_Y LLV LONG LEG VERTICAI_ - - BEARING WALL NOTES � � 11.JOIST/RAFTER BLKG. TO PLATE (3) 0.148 X 3.25" TOENAILS � T, B. BOTTOM LSH LONG SLOTTED HOLE S 1. SEE SHEARWALI SCHEDULE SHEET S1.2 FOR WALL SHEATHING, ADDITIONAL PLATE AND STUD - � � ) 12.RIM JOIST TO TOP PLATE (1) 0.148 X 3.25° AT 12° O.C. TOENAIL '� �, BEL. BELOW LT. WT. LIGHT WEIGHT REQUIREMENTS, BLOCKING AND PLATE NAILING. SEE 06100 "ROUGH FRAMING" STRUCTURAL NOTES �, BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGHT - Sf�EET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME 13.TOP PLATE LAP INTERSECTIONS (2) 0.148° X 3.25° FACE NAIL � +, ANCHOR BOLTS & HOLDOWNS X 14.DOUBLE 2X JOIST/HEADER (1) 0.148° X 325° AT 12" FACE NAIL EA. EDGE �-� � � B.F. BRACED FRAME EMBEDDED 1TEMS � SHEARWALL TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING. 15.CEILING JOISTS TO PLATE 3 0.131" X 2.5° TOENAIL - � � BLDG. BUILDING MAS. MASONRY X � � � o �, BLK. BLOCK MASN. MASONRY 16.CON7INUOUS H�ADER TO STUp 4 0.131° X 2.5° TOENAILS � � ,� PREPARATION OF TEST SPECIMENS 2. SECURE SILL PLATES TO CONCRETE WITH 5/8° DIA. ANCHOR BOLTS WITH 7° EMBED, AT 48° ON CENTER � BLKG. BLOCKING MAT. MATERIAL -- - TYPICAL UNLESS NOTED OTHERWISE. REFER TO Sf-IEARWALL AND HOLDOWN SCHEDULE FOEZ ADDITIONAL 17.CLG. JST. LAP AT PARTITIONS (3) 0.148° X 3.25° FACE NAIL � � � BLW. BELOW MAX. MAXIMUM CONCRETE PLACEMENT ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATIVE TREATED �IOOD IS USED REFER TO THAT SECTION 18.CLG. JST. TO PARALLEL RAFTER (3) 0.148° X 3.25° FACE NAIL « .� � BM, BEAM M.B. MACHINE BOLT FOR CORROSION PROTECTION REQUIREMENTS FOR CONNECTORS. 19.RAFTER TO PLATE (3) 0.131° X 2.5° TOENAIL � � � BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER - 20.1X BRACE TO EA. STUD & PLATE (2) 0.131° X 2.5° FACE NAIL �- o co 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 (n � � • 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 B.O. BOTTOM OF MEZZ. MEZZANINE - - - 23.BUILT-UP CORNER STUDS (2) 0.148 X 3.25° AT 12" O.C. FACE NAIL ' �s > y; ; � 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 & AWS D1.1) NOTE 4. � � ` BRDG. BRIDGE(ING) MISC. MISCELLANEOUS --� - - - -- -- - � BRG. BEARING MTL. METAL STAIR AND RAILING X 5. SEE DETAII 6/S1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. , U ', BTM. BOTTOM . REINFORCING STEEL (AWS D1.4) X NOTE 6 �,Y� � i, � � Fr�J ; BTWN. BETWEEN (N) NEW `4 � _ N.�.B. NON-�oAo BEAR�N� [� BEAR G WA STUD SCHEDU E �� FASTE I G SCHEDU E � C CAMBER N0. NUMBER EMBEDDED PLATE \� ' � � CAMB. CAMBER(ED) N.S. NEAR SIDE � X CANT. CANTILEVER(ED) N.T.S. NOT T0 SCALE - -1'� --�`- 5 � ~ CF CUBIC FOOT N.W.C.NORMAL WEIGHT CONCRETE ANCHORING SYSTEMS � -N0. OF BUNDLED STUDS �f� o C.I.P. CAST IN PLACE ADHESIVE ANCHORS ---�__, HOLE DIA.<2/5d ' PER PLAN ti l�`� C.J. CONSTRUCTION JOINT O.C. ON CENTER X PER MFR. SINGLE STUD � �� CL CENTER LINE O.D. OUTSIDE DIAM�-iER MECHaNICAL �NCHORS X d HOLE EDGE 6 2 0.162° DIA. X 3 1 2" AT 12" O.C. � � ' a `� PER MFR. r �� ( ) / r • � O.F. OUTSIDE FACE z DISTA�(CE>5/8"� �HOLE EDGE , TYPICAL � c-� " � �' � . CLG. CEILING POWDER ACTUATED FASTENERS X PER MFR. o NOTCH � o ,� C L R. C L E A R O.H. OPPOSITE HAND - - z D E P T H<1/4 d DISTANCE>5/8° � � � COL COLUMN OPNG. OPENING ( I Q � / - - `�? `�6' � OPP. OPPOSITE -�� - I-- - N S I N G L E S T U D � � CONC. CONCRETE WOOD CONSTRUCTION (IBC 1704.6 & 1707.3� � � INTERIOR --� r� ��I� CONN. CONNECTION ORNT. ORIENTATE(ION) CONST. CONSTRUCTION OSB ORIENTED STRAND BOARD 4 SILL PLATE ANCHOR BOLTS X o ONLY CONT. CONTINUOS O.W.J. OPEN WEB JOIST � STUD 2X JOISTS PER PLAN FLOOR AND EDGE DIAPHRAGM NAILING - -- CTSK. COUNTERSINK . --- �- -- X•• � E � HOLE DIA.<2/5d PAR. PARALLEL iSB SHEAR PANELS X � PLATE DOUBLE STUD ��_ �-� � � CTR. CENTER(ED) o j i ¢ � � � CY CUBIC YARD P/C PRECAST I SHEAR WALL NAILING X _�.____�_ q � o N PEN PANEL EDGE NAIL d PENNY(NAILS) PERP. PERPENDICULAR DRAG STRUT X � �n . o � r- DB DROPPED BEAM PL. PLATE HOLDOWNS X 2X SQUASH BLOCK � DBA DEFORMED BAR ANCHORS PL PROPERTY LINE NAIL W/ (2) 0.162° DIA. X � � - QBL. DOUBLE PLN PLAN 3 1/2" � 8° O.C. STAGGERED � � DCW DEMAND CRITIGAL WELD PLMBG. PLUMBING STRUCTURAL OBSERVATION (IBC 1709) DEPT. DEPARTMENT PLYWD. PLYWOOD � CONCRETE CONSTRUCTION � DET. DETAIL PSF POUNDS PER SQUARE FOOT NOT REQUIRED DF DOUGLAS FIR PSI POUNDS PER SQUARE INCH WOOD CONSTRUCTION NOT REQUIRED �_ _� �WALL PER BEARING o DIA. DIAMETER P.T. PRESERVATIVE TREATED - WALL SCHEDULE � DIAG. DIAGONAL PT POST TENSION(ED) � SCALE: NONE SCALE: 3/4° = 1'-0° ;� � DIAPH. DIAPHRAGM INSPECTION SCHEDULE NOTES: " o � STUD �IOTCH NG and BOR f�JG � M TS ° DIM. DIMENSION QTY. QUANTITY � � TYP CA B OC K G a t B U N D ED STU D S > � 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 D.O. DITTO(REPEAT) R. RADIUS JURISDICTION. T - �---_-- � ______ _r_ T____ ��- - � � 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 � • D.S. DRAG STRUT RE: REFERENCE PRIOR TO FABRICATION. � � 3. CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SHALL BE ONSITE AT ALL TIMES 7NAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. PERIODIC � DWG. DRAWING(S) REF. REFERENCE SPECIAL INSPECTION SHALL ALLOW INSPECTION AT THE INTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH m v � DWL. DOWEL S REWF. REWFORCEMENT(ING) � � ) THE REQUIREMENTS, cn 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 OR SMALLER USED FOR EMBEDDED ITEMS PROVIDED � R.O. ROUGH OPENING � w � EA. EACH THAT: THE MATERIALS AND THE QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK, THAT PERIODIC 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 SHOP WELDED ITEMS. -- � � E.F. EACH FACE 6. THE SPECIAL INSPECTOR SHALL PROVIDE THE BUILDING OFFICIAL, OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR WITH COPIES OF ALL REPORTS AND z i � SCH. SCHEDULE 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. E.J. EXPANSION JOINT SCL STRUCTURAL COMPOSITE WOOD TEST RESULTS (IBC 1704.2.4) EL. ELEVATION SCHED. SCHEDULE � � � ELEV. ELEVATOR EMBD. EMBED(MENT) S M. S MILAR � EN EDGE NAIL S.J. SHRINKAGE CONTROL JOINT - �. . . . _ . . . ENG. ENGINEER SKW. SKEW(ED) I " �, � o 0 0 0 � o -� � EQ. EQUAL S.O.G. SLAB ON GRADE � -J � EQPT. EQUIPMENT - - . E.W. EACH WAY SPC. SPACE(S) (ING) �, � �� EXP. EXPANSION SPEC. SPECIFICATION(S) z � EXST. EXISTING SQ. SQUARE Q RIM JOIST PLUMB NGT M�ECH., � EXT. EXTERIOR STD. STANDARD � � �� d STGR. STAGGER � ETC. 1 1/2 UTA. MAX. �� FAB. FABRICATION STIFF. STIFFENER(S) I ; -� d/3 MAX. HOLE SIZE THIS ZONE - O FB FI�USH BEAM STIR. STIRRUP(S) � i � � ¢ i -� � FDN. FOUNDATION ST . STEE c� F.F. FINISH FLOOR STRUC. STRUCTURAL m I � � 2x10 � FIN. FINISH(ED) STRUCT. STRUCTURAL I �i I � � FLG. FLANGE SUSP. SUSPENDED(TION) I `� I � � , FLR. FLOOR SYMM. SYMMETRICAL � p•� FN FIELD (FACE) NAIL U210 HANGER � � I EA. END F.O. FINISHED OPENING T. TOP P.�{, � F.O.C. FACE OF CONCRETE T.&B. TOP AND BOTTOM ( _ '�� I 3/4° = 1'-0° `,,� � F.O.M. FACE OF MASONRY TEMP. TEMPORARY I Q F.O.S. FACE OF STUD T.&G. TONGUE AN D GROOVE U J 0 S T B 0 R N G L M TS � �i I I U210 HANGER �� F.O.W. FACE OF WALL THK. THICK(NESS) I ____ � � U � FRM. FRAME(ING) THRD. THREADED I 2x10 JOIST PER PLAN F.S. FAR SIDE TN TOE NAIL I I t� I (16" O.C. U.N.O. PER FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) � � I I PLAN) O FRTW FIRE RETARDANT TREATED WOOD T.O.W. TOP OF WALL I z � � FTG. FOOTING TRANSV. TRANSVERSE � I ( 2x10 � T,O.S.. TOP OF STEEL "' ( GA. GAUGE TYP. TYPICAL ' � I I � � � GALV. GALVANIZE(D) � � 1'-4° 1'-4° I � GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE _ - FOR JOIST SPANS UP TO � GLB GLUE LAMINATED BEAM U/S UNDERSIDE I 11'-0", A SINGLE JOIST � GRD. GRADE I I MAY BE HEAD OFF TO N Q GWB GYPSUM WALLBOARD V. VERTICAL ( I ADJACENT SINGLE JOISTS �"� � GYP. GYPCRETE VERT. VERTICAL � � C� r.-.� �+ VIF VERIFY W FIELD � � � O H. HORIZONTAL � HD HOLDOWN W. WIDE(WIDTH) ( � FOR JOIST SPANS bIJ � BETWEEN 11'-0" AND r---{ t � H.D.G. HOT DIPPED GALVANIZED W/ WI1H 16'-0° ADD ADDITIONAL � C� .� 2x10 JOIST ADJACENT TO � HDR. HEADER W/Q WITHOUT I � � HGR. HANGER WD. WOOD ( I HEAD OUT. �� HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS � HORIZ. HORIZONTAL W.R. WORK FOINT ^ � HR HEADER W.S. WELDED STUD Q � � NOTE: JOIST HEAD -OUT U F� � � H.S.B. HIGH STRENGTH BOLT WT. WEIGHT � IS FOR UN UNIFORMLY � Q� HT. HEIGHT W.W.F. WELDED WIRE FABRIC � � � � I LOADED FLOOR JOISTS � l �"' I.D. INSIDE DIAMETER `� T =^ � � � - � � -j ONLY J--� V � X-STG EXTRA STRONG � �`� - _ - - - - -� �� W w I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG � � I LF. INSIDE FACE � YD YARD o PLAN - JOIST HEAD-OUT SCALE: 3/4° = 1'-0° � 10 JO ST HEAD-OUT DETA �S 11 • ,