3444 31ST DR 2016 Plans 2022-12-27

I ABBRE�iATIONS 2[� SPECA� �1SPECTIO�IS, TESTI � � and STRUCTURA� OBSERUATIO�J SCNEDU �E . . _ ROUGH FRAMING NAILING SCHEDULE (IN I.IEU OF IBC TABLE 2304.9.1� & AND WALL TYPE LEVEL P�ATE SIZE STUD SIZE AND SPACING � AT INFO. INFORMATION INSPECTION ITEMS CONTINUOUS PERIODIC TESTING COMMENTS �' ' FEET(FOOT) INT. INTERIOR �XTERIOR CONNECTION FASTENlNG � . " 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� MAfN-UPPER 2 X 6 2X6 @ 16°O.C. 2. BRIDGING TO JOIST (3) 0.131" X 2.5" TOENAILS EA. END � SITE PREPARATION, EXCAVATION & GRADING UPPER-ROOF 2 X 6 2X6 � 16'O.C, 3. 1X6 OR LESS SUBFLR. TO JST. 2 0.131" X 2.5" FACE NAIL � = EQUAL(S) JT. JOINT X GEOTECH � ) / PER SUBSURFACE DRAINAGE GEOTECH INTERIOR 4. WIQER THAN 1X6 SUBFLR. TO JST. (3) 0.131" X 2.5" FACE NAIL - K KIPS(1000) GROUND-MAIN 2 X 4 2X4 C� 12"O.C. 5. 2" SUBFLOOR TO JST./GIRDER (2� 0.148" X 3.25" BLIND & FACE NAIL U � A.B. ANCHOR BOLT FILL PLACEMENT & COMPACTION X � GEOTECH MAIN-UPPER 2 X 4 2X4 C� 16'�O.C. 6. SOL� PLATE TO JST. OR BLKG. (1) 0.148" X 3.25" AT 12" Q.C. TYP. FACE NAIL z � LAT. LATERAL UPPER-ROOF 2 X 4 2X4 C� 16'O.C. � ABV. ABOVE FIELD VERIFICATION OF BEARING CAPAGITY 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 TO STUD (2) 0.148" X 3.25" O.C. END NAIL � PARTY 8. STUD TO SOLE PLATE ADJ. ADJACENT �.8. LAG BOLT(S) GROUND-MAIN 2 X 4 EA. WALL 2X4 � 16"O.C. EACH WALL (4) 0.131° X 2.5" TOENAIL � � ALUM, ALUMINUM �G. LONG(ITUDINAL) CONCRETE CONSTRUCTION (IBC 1704.4) IBC TAB�E 1704.4 (DBL WALL) 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 � o � . ALT. ALTERNATE LGTH. LENGTH REINFORCEMENT X � UPPER-ROOF 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 10.D0UBLE TOP PLATES (1) 0.148" X 3.25" AT 12" O.C, TYP. FACE NAfL � � � ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL DOUBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25" FACE NAILS ASSY ASSEMBLY LLV LONG LEG VERTICAL BEARING WALL NOTES 11.JOIST/RAFTER BLKG. TO PLATE (3) 0.148 X 3.25° TOENAILS � +, � B. BOTTOM LSH LONG S�OTTED HOLE(S) 1. SEE SHEARWALL SCHEQULE SNEET 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, BLOCKfNG AND PLATE NAILING. SEE 06100 "ROUGH FRAMING" STRUCTURAL NOTES BEN BOUNDARY EDGE NAILING L.W. LIGHT WEfGHT ANCHOR BOLTS & HOLDOWNS SHEET S1.0 FOR SPECIES AND GRADE QF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME 13.TOP PLATE LAP INTERSECTIONS (2) 0.148 X 3.25" FACE NAIL � .� B.F. BRACED FRAME X SHEARWALL TYPES REQUIRE A DOUBLE RiM JOIST FOR THE PLATE NAILING. 14.DOl1BLE 2X JOIST/HEADER (1) 0.148" X 3.25" AT 12" FACE NAIL EA. EDGE �-1 � � BLDG. BUILDING MAS. MASONRY EMBEDDED ITEMS X 15.CEILING JOISTS TO PLATE (3) 0.131'� X 2.5" TO�NAIL � `� BLK. BLOCK MASN. MASONRY PREPARATION OF TEST SPECIMENS 2. SECURE SILL P�ATES TO CONCRETE WITH 5/8" DIA. ANGHOR BOLTS WITH 7" EMBED, AT 48" ON CENTER 16.CONTINUOUS HEAQER TO STUD (4) 0.131" X 2.5" TOENAILS � � � � BLKG. BLOCKING MAT. MATERIAL TYPICAL UNLESS NOTED OTHERWISE. R�FER TO SHEARWALL AND HOLDOWN SCHEDULE FOR ADDITIONAL 17.CLG. JST. LAP AT PARTITIONS (3) 0.148° X 3.25" FACE NAIL � � �, CONCRETE PLACEMENT ,� BLW. BELOW MAX. MAXIMUM ANCHOR BOLT REQUlREMENTS. WHERE PRESERVATIVE TREATED WOQD IS lJSED, REFER TO THAT SECTION 18.CLG. JST. TO PARALLEL RAFTER (3) 0.148" X 3.25" FACE NAIL -'-' v � BM. BEAM M.B. MACHINE BOLT FOR CORROSION PROTECTION REQUIREMENTS FOR CONNECTORS. 19.RAFT�R 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 NAI� � 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 (� � � BNDRY. BOUNDARY M.E.J. MASONRY EXPANSION JOINT STEEL CONSTRUCTIQN (IBC 1704.3} IBC TABLE 1704.3 INDICATED ON THE PLANS. 22.WIDER 7HAN 1X8 SHTG. TO BRG. (3) 0.131" X 2.5" FACE NAIL B.O. BOTTOM OF MEZZ. MEZZANINE B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER 23.BUILT-UP CORNER STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL ' � � ': � - 4. SEE DETAIL 5/S1.1 FOR NOTCHING ANQ BLOCKING LIMITS. '` , <� �`Y � � B.O.F. BOTTOM OF FOOTING MIN. MINIMUM WELDING (IBC 1704.3.1 & AWS D1.1� NOTE 4. 24.BUILT-UP GIRQERS AND BEAMS (1} 0,148" X 3.25" AT 12" EA. EDGE STAGGERED ` , � �y • BRDG. BRIDGE(ING} MISC. MISCELLANEOUS �� , STAIR AND RAILING 5. SEE DETAIL 6/S1,1 FQR BUNDLED STUDS AND SQUASH BLOCKS. , ;� : U � �� y BRG. BEARING MTL. METAL X ��: i r s��.�r7 BTM. BOTTOM REINFORCING STEEL (AWS D1.4) X NOTE 6 "^'�'� I Y BTWN. BETWEEN cN, NEW : 3 BEAR �� UVA�� STUD SCHEDU �E 4 FASTEf� �1G SCHEDU E . � ❑ � � N.L.B. NON-LQAD BEARING ,.:: . . - � : � C CAMBER N0. NUMBER EMBEDDED PLATE X CAMB. CAMBER(ED) N.S. NEAR SIDE _ � CANT. CANTILEVER(ED) N.T.S, NOT TO SCALE � � � CF CUBIC FOOT N.W.C.NORMAL WEIGHT CONCRETE ANCHORING SYSTEMS �1� o N0. OF BUNDLED STUDS -- � , CJ.P. CAST IN PLACE ADHESIVE ANCHORS - HOLE DIA.<2/5d PER PLAN ti ��`� O.C. ON CENTER X PER MFR. �, W C.J. CONSTRUCTION JOINT SINGLE STUD CL CENTER LINE O.D. OUTSIDE DIAMETER MECHANICAL ANCHORS X PER MFR. d HOLE EDGE � �� » � � � � ,-� (2) 0.162' DIA. X 3 1/2 AT 12 O.C. � : ,� � CLG. CEILING O.F. OUTSIDE FACE J DISTANCE>5f8" � ' �i ,� � '_ O.H. OPPOSITE HAND POWDER ACTUATED FASTENERS }( PER MFR. z NQTCH HOLE EQGE TYPICAI N w ' ' � o COL. COLUMN OPNG. OPENING _ � QEPTH<1/4d �'`� DISTANCE>5/8" ��°�� '� N SINGLE STUD � CONC. CONCRETE OPP. OPPOSITE WOOD CONSTRUCTION (IBC 1704.6 & 1707.3) � � INTERIOR r ?`��,� CONN. CONNECTION ORNT. ORIENTATE(ION) o ONLY SI�L PLATE ANCHOR BOLTS 2X JOISTS PER PLAN CONST. CONSTRUCTION OSB ORIENTED STRAND BOARD X � CONT. CONTINUOS O.W.J. OPEN WEB JOIST FLOOR AND EDGE DIAPHRAGM NAILING X � STUD HOLE DIA.<2/5d CTSK. COUNTERSINK � iSB SHEAR PANE�S � PLATE DOUBLE STUD PAR. PARALLEL X � � CTR. CENTER(ED) o w co � CY CUBIC YARD P/C PRECAST SNEAR WALL NAILING � � 11 Q PEN PANEL EDGE NAIL _ X ----------________ q `�' � N PERP. PERPENDICULAR DRAG STRUT X � � �n d PENNY(NAILS) o � � � X 2X SQUASH BLOCK r � DB DROPPED BEAM PL. PLATE HOLDOWNS NAIL W/ (2) 0.162" DIA. X � r.� DBA DEFORMED BAR ANGHORS PL PROPERTY LINE DBL. DOUBLE PLN PLAN 3 1 2 Q 8" Q.C. STAGGERED w O � - DCW DEMAND CRITIGAL WELD PLMBG. PLUMBING STRUCTURAL OBSERVATION (IBC 1709� � � . DEPT. pEPARTMENT P L Y W D, P L Y W O O D CONCRETE CONSTRUCTION �o DET. DETAIL PSF POUNDS PER SQUARE FOOT NOT REQUIRED PSI POUNDS PER SQUARE INCH WOOD CONSTRUCTION WALL PER BEARfNG o DF DOUGLAS FIR NOT REQUIRED DIA. DIAMETER P.T. PRESERVATIVE TREATED WALL SCHEDULE � DIAG. DIAGONAL PT POST TENSION(ED) INSPECTION SCHEDULE NOTES: SCALE: NONE SCALE: 3/4" = 1'-0" - z o DIAPH. DIAPHRAGM O o � DIM. DIMENSION QTY. QUANTITY 1. ITEMS MARKED WITH AND "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC 17Q0 BY A CERTIFIED SPECIAL INSPECTOR FROM AN AGENCY APPROVED BY THE 5� S TU D N 0 TC H �1 G a n d B 0 R N G �I�1 TS 6[� TYP C A� B 0 C K �1 G a t B U�1 D E D S TU D S � �" DN. DOWN R. RADIUS JURISQICTION. � D.O. DITTO(REPEAT) 2. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICATOR'S PREMISES PER IBC 1704.2.5.2. VERIFY APPROVAL WITFf JURISDICTION � DP. DEEP RAQ. RADIUS PRIOR TO FABRICATfON. a � D.S. DRAG STRUT RE: REFERENCE � REF. REFERENCE 3. CONTINUOUS SPECIAL INSPECTION REQUIRES TNE INSPECTOR SHALL BE ONSITE AT AL� TIMES THAT WORK REQUIRING SPECIA� INSPECTION IS PERFORMED. PERIODIC Q DWG. DRAWING(S) SPECIAL INSPECTION SHAL� ALLOW INSPECTION AT THE INTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMRLIANCE WITH � v DWL. DOWEL(S) REINF. REINFORCEMENT(ING) THE REQUIREMENTS. � REQ. REQUIRED 4. ALL WELDS SHALL BE VISUALLY INSPECTED. �.- R.F. RIGID FRAME (E) EXISTING R.O. ROUGH OPENING 5• PERIODIC SPECIAL INSPEGTIONS HAL� BE AL�OWED FOR SHQP WELDING OF ASTM A706 REINFORCEMENT N0. 5 OR SMALLER USED FOR EMBEDDED ITEMS, PROVIDED � c��n 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 SPECfAL INSPECTQR SHALL PROVIDE THE BUILDING OFFICfA�, OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRAGTOR WITH COPIES OF ALL REPORTS AND z i W E.J. EXPANSION JOWT SCH. SCHEDULE EL ELEVATION 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. � ELEV. ELEVATOR SCHED. SCHEDULE EMBD. EMBED(MENT) SHT. SHEET SIM. SIMILAR Z EN EDGE NAIL S.J. SHRINKAGE CONTROL JOINT g �. ENG. ENGINEER �, � E4. EQUA� SKW. SKEW(ED) z 0 O O O p � 0 � . EQPT. EQUIPMENT S.O.G. SLAB QN GRADE - � E.W. EACH WAY SPC. SPACE(S) (ING) � � EXP. EXPANSION S P E C. SPECIFICATION(S) ¢ HEAD-OUT FOR N � EXST. EXISTING S4. SQUARE � RIM JOIST PLUMBING, MECH., � EXT. EXTERIOR STD. STANDARD � ETG. 1 1 2 DIA. MAX. d � STGR. STAGGER � � � FAB. FABRICATION STIFF. STIFFENER(S) J d/3 MAX. HOLE SIZE THIS ZONE O FB FLUSN BEAM STIR. STIRRUP(S) � � � � FDN. FOUNDATION STL STEEL �; i Q i � i F.F. FINISH FLOOR STRUC. STRUCTURAL m � 2x10 FIN. FINISH(ED) STRUCT. STRUCTURAL � � � � Q� FLG. FLANGE SUSP. SUSPENDED(TION) i N � � ^ FLR. FLOOR SYMM. SYMMETRICAL F�� . U210 HANGER � FN FIELD (FACE) NAIL � F.O. FINISHED OPENING T. TOP � EA. END F.O.C. FACE �F CONCRETE T.&B. TOP AND BOTTOM I I 3f4" = 1'-0" � � � F.O.M. FACE OF MASONRY TEMP. TEMPORARY ( F.O.S. FACE OF STUD T.&G. TONGUE AND GROOVE U J01 ST B OR N G � N1 TS � �i I I U210 HANGER ❑ F.O.W. FACE OF WALL THK. THICK(NESS) FRM. FRAME(ING) TNRD. THREADED � � f 2x10 JOIST PER PLAN U F.S. FAR SIDE TN TOE NAIL FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) � P1LAN) C. U.N.O. PER � O FRTW FIRE RETARDANT TREATED WOOD T.O.W. T4P OF WALL z ( ( � FTG. FQOTING TRANSV. TRANSVERSE ¢ I ( 2x10 � � T.O.S.. TOP OF STEEL n' GA. GAUGE TYP. TYPICAL � I � '� GALV. GALVANIZE(D) � � 1'-4" 1'-4" C � � ' GB. GRADE BEAM U.N,d. UNLESS NOTED OTHERWISE FOR JOIST SPANS UP TO � GLB GLUE LAMINATED BEAM U/S UNDERSIDE ( 11'-0°, A SINGLE JQIST � GRD. GRADE I I MAY BE HEAD OFF TO V. VERTICAL ADJACENT SINGLE JOISTS -�-� � GWB GYPSUM WALLBOARD � � GYP. GYPCRETE VERT. VERTICAL I I O � VIF VERIFY IN FIELD e---I � H. HORIZONTAL ( � � � HD HOLDOWN W. WIQE(WIDTH) . I � FOR JOIST SPANS � t� � BETWEEN 11'-0" AND �� H.D.G. HOT DIPPED GALVANIZED W/ WITH f ( 16'-0" ADD ADDITIONAL � ,� HDR. HEADER 2x10 JOIST ADJACENT TO � Wj4 WITHOUT � � HGR. HANGER HORZ. HORIZONTAL W.H.S. WEL�DED HEADED STUDS � f HEAD OUT. � � HORIZ. HQRIZONTAL W.P. WQRK PQINT � � �-� � HR HEADER W.S. WELDED STUD Z ( � NOTE: JOIST HEAD -OUT V � � � Q H.S.B. HIGH STRENGTH BOLT 4VT. WEIGHT � IS FOR UN UNIFORMLY �] HT. HEIGNT W.W.F. WELdED WIRE FABRIC � � � LOADEd FLOOR JOISTS � r ' ��-+ `.'-' -�- - - - - - - - - -�- N � ONLY �� I.D. INSIDE DIAMETER X-STG EXTRA STRONG J - - T� rT� w - I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG � � � V 1 f-y I.F. INSIDE FACE � YD YARD � m PLAN - JOIST HEAD-OUT SCALE: 3/4" = 1'-0" i 0 10 JO ST HEAD-OUT DETAI�S 11 • ❑ 0