3413 30TH DR 2016 Plans 2022-11-10

A B B R E� A TI 0�1 S 20 S P E� A� �1 S P E C T 0�1 S, TE S T f� G a n d S TR U C T� R A� 0 B�E R UA T 0�l S C N E D� �E Ro��H FRaM�N� NA��N� S�HEo��E ��N ��E� oF �B� TaB�E 2304.9.,, WALL TYPE LEVE� PLATE SIZE STUD SIZE AND SPACING a� & AND IN. INCHE(S) a C� AT INFO. INFORMATION INSPECTIQN ITEMS CONTI�JUOUS PERIOD�C TESTING COMMENTS EXTERIOR CONNECTION FASTENING � , ' 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 � " INCH (INCHES) SOIL & FOUNDATIONS (IBC 1704.7) MAIN-UPPER 2 X 6 2X6 Q 16"O.G 2. BRIDGING TO JOIST (3) 0.131" X 2.5" TOENAILS EA. END �G JST. JOIST UPPER-ROOF 2 X 6 2X6 � 16"O.C. 3. 1X6 OR LESS SUBFLR. TO JST. 2 0.131" X 2.5" FACE NAIL � # POUND(S), NUMBER SITE PREPARATION EXCAVATION & GRADING GEOTECH � � - EQUAL(S) �T. JOINT � X 4. WIDER TNAN 1X6 SUBFLR. TO JST. (3) 0.131" X 2.5" FACE NAIL . e� SUBSURFACE DRAINAGE GEOTECH INTERIOR (> � / PER GROUND-MAIN 2 X 4 2X4 C� 12"O.C. 5. 2" SUBFLOOR TO JST./GIRDER (2) O.t48" X 3.25" BLWD & FACE NAIL ~ K KIPS(1000) 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 FILL PLACEMENT & COMPAC710N X X GEOTECH z � ^ A.B. ANCNOR BOLT - UPPER-ROOF 2 X 4 2X4 C� 16"O.C. " " "AT BRACED WALL PANEI (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL � � � ABV. ABOVE LAT. LATERAL �IELD VERIFICATION OF BEARING CAPACITY X GEOTECH 7. TOP PLATE TO STUD (2) 0.148" X 3.25" O.C. END NAIL ADD. ADDITIONAL LB. POUND(S) _ PARTY ADJ. ADJACENT L,B. LAG BOLT(S) (DBL WALL) GROUND-MAIN 2 X 4 EA. WALL 2X4 t� 16"O.C. EACH WALL 8. STUD TO SQLE PLATE (4) 0.131" X 2.5" TOENAIL o � ALUM. ALUMINUM LG. LONG(ITUDINAL) CONCRETE CONSTRUCTION (IBC 1704.4� IBC TABLE 1704.4 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 A L T. A L T E ft N A T E L G T H. L E N G T H REINFORCEMENT 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 - X 10.DOUBLE TOP PLATES (1) 0.148' X 3.25 AT 12" O.C, TYP. FACE NAIL � �� '. ARCH. ARCH�TECT URAL) LLH LONG LEG NORIZONTAL DOUBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25" FRCE NAILS � � o � BEARING WALL NOTES " � ASSY ASSEMBLY LLV LONG LEG V�RTICAL 11.JOIST/RAFTER BLKG. TO PLATE (3) 0.148 X 3.25 TOENAILS � � 1. SEE SHEARWALL SCHEDULE SNEET S1.2 FOR WALL SHEATHING ADDITIONAL PLATE AND STUD B. BOTTOM LSH LONG SLOTTED HOLE(S) ' „ 12.RIM JOIST TO TOP PLATE (1) 0.148 X 3.25" AT 12" O.C. TOENAIL � � REQUIREMENTS, BLOCKING AND PLATE NAILING. SEE 06100 "ROUGH FRAMING STRUCTURAL NQTES BEL. BELOW LT. WT. LIGHT WEIGHT 13.TOP PLATE LAP INTERSECTIONS (2) 0.1�8" X 3.25" FACE NAIL � .� SHEET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME BEN BQUNDARY EDGE NAILING L.W. LIGHT WEIGHT ANCHOR BOLTS & HOLDOWNS X 14.DOUBLE 2X JOIST/HEADER (1) 0.148" X 3.25" AT 12" FACE NAIL EA. EDGE �'-� � � B.F. BRACED FRAME SHEARWALL TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING. � � EMBEDDED ITEMS 15.CEILING JOISTS TO PL,ATE (3) 0.131" X 2.5" TOENAIL - BLDG. BUILDWG MAS. MASONRY X 16.CONTINUOUS HEADER TO STUD (4) 0.131" X 2.5" TOENAILS � � � 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 CENT�R 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 � �' � BLW. BELOW MAX. MAXIMUM CONCRETE PLACEMENT ANCNOR 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 U � � 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 BN BOUNDARY NAILING MECH. MECHANICAL _ 3. SEE DETAIL 5fS9.0 FOR TOP PLATE SPLICE. PROVIDE ADDITIONAL CONNECTORS AT SHEARWALLS AS 21.1X8 OR LESS SNTG. 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 INDICATED ON THE PLANS. 22.WIDER TNAN 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.G FACE NAIL ' � s , s�� 4 B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER 4. SEE DETAIL 5/S1.1 FOR NOTCHING ANQ 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. ' 2i"� � U � r � : BRDG. BRIDGE ING MISC. MISCELLANEOUS 5. SEE DETAIL 6/S1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. i � � MTL. METAL STAIR AND RAI�ING X � � i BRG. BEARING ' NOTE 6 ' � BTM. BOTTOM REINFORCING STEEL (AWS D1.4} X , ; ° ; BTWN. BETWEEN �N> NEW �3 BEAR �lG WA�� STUD SCHEDU �E � FASTE�II �I � SCHEDU �E � . � � _ �.. ��. N.L.B. NON-tOAD BEARING C CAMBER N0. NUMBER EMBEDDED PLATE X _ � CAMB. CAMBER(ED) N.S. NEAR SIDE S � N.T.S, NOT TO SCALE � � CANT. CANTILEVER ED � -" " r CF CUBIC FOOT > N.W.C.NQRMAL WEIGHT CONCRETE ANCHORING SYSTEMS N0. OF BUNDLED STUDS � o HOLE DIA.<2/5d PER PLAN ti ��c� C.I.P. CAST IN P�ACE ADHESIVE ANCHORS X PER MFR. -- '� r O.C. ON CENTER SINGLE STUD � � . C.J. CONSTRUCTION JOINT d HOLE EDGE � ' � � � '� O.D. OUTSIDE DIAMETER MECHANICAL ANCHORS X PER MFR. » (2) 0.162" DIA. X 3 1/2" AT 12' O.C. � . . ;�� a � CL CENTER LINE J DISTANCE>5/8 HOLE EDGE TYPICAL N �� ' o CLG. CEILfNG O.F. OUTSIDE FACE PQWDER ACTUATED FASTENERS X PER MFR. a NOTCH � CLR. CLEAR O.H. QPPOSITE HAND z DEPTH<1/4d `� DISTANCE>5/8° �� ~ COL. COLUMN OPNG. OPENING a SINGLE STUD + ��1�� CONG. CONCRETE OPP. OPPOSITE WOOD CONSTRUCTION (IBC 1704.6 & 1707.3) "' @ INTERIOR r CONN. CONNECTION ORNT. ORIENTATE(ION) o ONLY CONST. CONSTRUCTION OSB ORIENTED STftAND BOARD SILL PLATE ANCHOR BOLTS X � STUD ' 2X JOISTS PER PLAN CONT. CONTINUOS O.W.J. OPEN WEB JOIST FLOOR AND EDGE DIAPHRAGM NAILING X � HOLE DIA.<2/5d CTSK. COUNTERSINK � PLATE DOUBLE STUD - W � � CTR. CENTER(ED) PAR. PARALLEL iSB SHEAR PANELS X o � � � � CY CUBIC YARD P/C PRECAST SHEAR WALL NAILING X �-_ Q � o c� PEN PANEL EDGE NAIL _ _ d PENNY(NAILS) PERP. PERPENDICULAR DRAG STRUT X � � o � � DB DROPPED BEAM PL. PLATE HOLDOWNS }( 2X SQUASH BLOCK DBA DEFORMED BAR ANCHORS PL PROPERTY LINE „ „ � p NAIL Wf (2) 0.162" DIA. X � � DBL. DOUBLE PLN PLAN _ 3 1/2 (� 8 O.C. STAGGERED DGW DEMAND CRITICAL WELD PLMBG. P�UMBING STRUCTURAL OBSERVATION EIBC 1709� PLYWD. PLYWOOp C° DFPT. DEPARTMENT CQNCRETE CONSTRUC710N NOT REQUIRED � DET. DETAIL PSF POUNDS PER SQUARE FOOT WALL PER BEARING o DF DOUGLAS FIR PSI POUNDS PER SQUARE INCH WOOD CONSTRUCTION NOT REQUIRED '� '� -'� WALL SCHEDU�E � P.T. PRESERVATIVE TREATEa „ , � DIA. DIAMETER SCALE: NONE .. DIAG. DIAGONAL PT POST TENSION(ED) SCALE: 3/4 = 1 -0" � INSPECTION SCHEDULE N4TES: � o DIAPH. DIAPHRAGM 0 STUD �10TCH �1G and B�RING �IN11TS 0 TYP CA� BL�QCKING at BUI�D�ED STUQS DIM. DfMENSION QTY. Ql1ANTITY 1. ITEMS MARKED WITH AND "X" SHALL BE INSPECTED IN ACCORDANCE WITH 18C 1700 BY A CERTIFIED SPECIAL INSPECTOR FROM AN AGENCY APPROVED BY THE � � DN. DOWN JURISQICTION. � � D.O. DITTO(REPEAT) RAQ. RADIUS 2. SPECIAL INSPECTION SNALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICATOR'S PREMISES PER IBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDICTION DP. DEEP PRIOR TO FABRICATION. � D.S. DRAG STRUT RE: REFERENCE . P RIODIC � � 3. CONTINUOUS SPECIAL INSPECTION REQUIRES THE fNSPECTOR SHALL BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIA� WSPECTION IS PERFORMED E REF. REFERENCE m c,� DWG. DRAWING(S) REINF. REINFORCEMENT(ING) SPECIAL INSPECTION SHALL ALL.OW INSPECTION AT THE INTERVALS NECESSARY TO CONFORM THAT WQRK R�QUIRING SPECIA� INSPECTION IS IN COMPLIANCE WITH � DWL. DOWEL(S} THE REQUIREMENTS. REQ. REQUIRED 4. ALL WELDS SHALL BE VISUALLY INSPECTED. � � (E} EXISTING R.F. RIGID FRAME 5. PERIODIC SPECIAL INSPECTIONS HALL BE ALLOWED FOR SHOP WELDING OF ASTM A706 REINFORCEMENT N0. 5 OR SMALLER USED FOR EMBEDDED ITEMS, PROVIDEQ w � EA. EACH R.O. ROUGH OPENING THAT: THE MATERIALS AND THE QUALIFICATIONS OF WELDING PROCEDUftES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK, THAT PERIODIC °- R.S. ROUGH SAWN � E.�. �ACH END INSPECTIONS ARE MADE OF WORK IN PROGRESS, AND THAT A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR Td SHIPMENT OF SHOP WELDED ITEMS. � E.F. EACH FACE 6. TNE SPECIAL INSPECTQR SHALL PROVIDE THE BUILDING OFFICIA�, OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR WITH CQPIES OF ALL REPORTS AND � � w SCN. 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 SHT. SHEET z ENBD. EDGEDNAILNT> SIM. SIMILAR � ,` S.J. SHRINKAGE CONTROL JOINT N O � � � O � ENG. ENGINEER O O . SKW. SKEW(ED) Z � -i-� EQ. EQUAL S.O.G. SLAB ON GRADE � � EQPT. EQUIPMENT SPC. SPACE(S) (ING) `�' E.W. EACH WAY � SPEC. SPECIFICATION(S) ¢ HEAD-OUT FOR EXP. EXPANSION J RIM JOIST � EXST. EXISTING SQ. SQUARE � PL.UMBING, MECH., „ � EXT. EXTERIOR STQ. STANDARD � � ETC. 1 1/2 DIA. MAX. � STGR. STAGGER HOLE SIZE TH�S ZONE FAB. FABRfCATION STIFF. STIFFENER(S) � � _ _ _ _ � d/3 MAX. Q FB FLUSH BEAM STIR. STIRRUP(S) � �DN. FOUNDATION STL. STEEL I I � F.F. FINISH FLOOR STRUC. STRUCTURAL m ( � � 2x10 � FIN. FINISH(ED) STRUCT. STRUCTURAL � N � � � FLG. FLANGE SUSP. SUSPENDED(TION) � � � � FLR. FLOOR SYMM. SYMMETRICAL I U210 HANGER � Q,) F 0. FIN SHEDaOPENING T. TOP ( � �A eNp 3/4" = 1'-0° F.O.C. FACE OF CONCRETE T.&B. TOP AND BOTTOM � � F.O.M. FACE QF MASONRY TEMP. TEMPORARY � �8 JOIST BORIN� � N1 TS � � F.O.S. FACE OF STUD �•�G. TONGUE AND GROOVE � I U210 HANGER F.O.W. FACE OF WALL THK. THICK(NESS) I � FRM. FRAME ING TNRD. THREADED � � 2x10 JOIST PER PLAN �-�/� � � � 16" O.C. U.N.O. PER �01 F.S. FAR SIDE TN TOE NAIL � � � FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) z ( � PLAN) T.O.W. TOP OF WALL � I 2x10 � � FRTW FIRE RETARDANT TREATED WOOD Q FTG. FOOTING TRANSV. TRANSVERSE °; � � � T.O.S.. TOP OF ST�EL � �1 GA. GAUGE TYP. TYPICAL o I I `�y • � GALV. GALVANIZE(D) U.N.O. UNLESS NOTED OTHERWISE FOR JOIST SPANS UP TO � � GB. GRADE BEAM ( 1 4" 1'-4" � �1 -0", A SINGLE JOIST GLB GLUE LAMINATED BEAM U/S UNDERSIDE � � MAY BE HEAD OFF TO � O GWB GYPSUM WALLBOARD V. VERTICAL ( � ADJACENT SINGLE JOISTS O � � GYP. GYPCRETE VERT. VERTICAL � � O VIF VERIFY IN FIELD I I � �1 �p H. HORIZONTAL I ( FOR JOIST SPANS �y HD HOLDOWN W. WIDE(WIDTH) � BETWEEN 11'-0" AND �"i � � H.D.G. HOT DIPPED GALVANIZED W/ WITH f � 16'-0" ADD ADDITIONAL � � HDR. HEADER W/0 WITHOUT 2x10 JOIST ADJACENT TO � � � HGR. HANGER WD. WQ4D � � HEAD OUT. � HORZ. NORlZONTAL W.H.S. WELDED HEADED STUDS � ( � � HORIZ. HORIZONTAL W.P. WORK POINT E ( ^ z ` � NOTE: JOIST HEAD -OUT C""� � � HR HEADER W.S. WELQED STUD ¢ IS FOR UN UNIFORMLY � � 4, H.S.B. HIGH STRENGTH BOLT WT. WEIGNT � � _ _ _ _ � LOADED FLOOR JOISTS �� 1 � `.� HT. HEIGHT W.W.F. WELDED WIRE FABRIC o_ ON�Y �^ 'J I.D. INSIDE DIAMETER X-STG EXTRA STRONG Q - - - - - - - - r v 1 � w LE. INV�RT ELEVATION XX-STG DOUBLE EXTRA STRONG � E � l.F. INSIDE FACE �' � � YD YARD C° �� PLAN - JOIST HEAD-OUT SCALE: 3/4" = 1'-0" g� 10 JO ST HEAD-OUT DETA �S 11 '