3509 30TH DR 2016 Plans 2022-11-28

A B B R E�I A T 0�l S � S P E C a� �l S P E C TI 0�l S� TE S T I V G G I�I � S TR U �TU R A L O�S E R V A TI O I V �C H E D U �E ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.1) WALL TYPE LEVEL PLATE SIZE STUD SIZE AND SPACING � � & AND IN. INCHE(S) � , � AT INFO. INFORMATION INSPECTION ITEMS CONTINUOUS PERIODIC TESTING COMMENTS EXTERIOR CONNECTION FASTENfNG ' 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 � 16"O.C. 2. BRIDGING TO JOIST (3) 0.131" X 2.5" TOENAILS EA. END � . , # POUND(S), NUMBER JST. JOIST SITE PREPARATION, EXCAVATION & GRADING GEOTECH UPPER-ROOF 2 X 6 2X6 C� 16"O.C. 3. 1X6 OR LESS SUBFLR. TO JST. (2) 0.131" X 2.5" FACE NAIL '' = EQUA�(S} JT. JOINT X 4. WIDER THAN 1X6 SUBFLR. TO JST. (3) 0.131" X 2.5° FACE NAIL • a? SUBSURFACE DRAINAGE GEOTECH INTERIOR GROUND-MAIN 2 X 4 2X4 0 12"O.C. 5. 2" SUBFLOOR TO JST./GIRDER (2) 0.148" X 3.25" BLIND & FACE NAIL U � / PER 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.G. TYP. FACE NAIL z � ^ � A.B. ANCHOR BOLT FILL PLACEMENT & COMPACTION }( X GEOTECH ABV. ABOVE LAT. LATERAL FIELD VERIFICATION OF BEARING CAPACITY X UPPER-ROOF 2 X 4 2X4 @ 16"O.C. " " "AT BRACED WALL PANEL (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL � � � GEOTECH 7. TOP PLATE TO STUD (2) 0.148" X 3.25" O.C. END NAIL ADD, ADDITIONAL LB. POUND(S) PARTY 8. STUD TO SOLE PLATE (4) 0.131" X 2.5" TOENAIL o � ADJ. ADJACENT L.B. LAG BOLT(S) (DBL WALL) GROUND-MAIN 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH WALL ALUM. ALUMINUM LG. LONG(ITUDINAL) CONCRETE CONSTRUCTION (IBC 1704.4} IBC TABLE 1704.4 MAIN-UPPER 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH WALL (OR) (2) OJ48" X 3.25" O.C. END NAIL I � � 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 �� 10.DOUBLE TOP PLATES (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL APPRX. APPROXIMATE(LY) LGMF LIGHT GAUG� METAL. FRAMING DOUBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25" FACE NAILS � � o � ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL BEARING WALL NOTES 11.JOIST/RAFTER BLKG. TO PLATE (3) 0.148 X 3.25" TOENAILS � � � ASSY ASSEMBLY LLV LONG LEG VERTICAL l. SEE SHEARWALL 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. TQENAIL �� B. BOTTOM LSH LONG SLOTTED HOLE(S) BEL. BELOW LT. WT. LIGHT WEIGHT REQUIREMENTS, BLOCKING AND PLATE NAILING. SEE 06100 "ROUGH FRAMING" STRUCTURAL NOTES 13.TOP PLATE LAP INTERSECTIONS (2) 0.148" X 3.25" FACE NAIL � � BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGHT ANCHOR BOLTS & HOLDOWNS X SHEET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME 14.DOUBLE 2X JOIST/HEADER (1) 0.148" X 3.25" AT 12" FACE NAIL EA. EDGE W � � _ B.F. BRACED FRAME SHEARWA�L TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING. � `�' EMBEDDED ITEMS X 15.CEILING JOISTS TO PLATE (3) 0.131" X 2.5" TOENAIL - o BLDG. BUILDING MAS. MASONRY 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. ANCNOR BOLTS WITH 7" EMBED, AT 48" ON CENTER 17.CLG. JST. LAP AT PARTITIONS 3 0.148" X 3.25" FACE NAIL � °' � � BLKG. BLOCKING MAT. MATERIAL TYPICAL UNLESS NOTED OTHERWISE. REFER TO SNEARWALL AND HOLDOWN SCHEDULE FOR ADDITIONAL � � � � - CONCRETE PLACEMENT ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATIVE TREATED WOOD IS USED, REFER TO THAT SECTION 18.CLG. JST. TO PARAL.LEL RAFTER (3) 0.148" X 3.25" FACE NAIL U � � BLW. BELOW MAX. MAXIMUM � BM. BEAM M.B. MACHINE BOLT FOR CORROSION PROTECTION REQUIREMENTS FOR CONNECTORS. 19.RAFTER TO PLATE (3) 0.131" X 2.5'� TOENAfL � � � BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER 20.1X BRACE TO EA. STUD & PLATE (2) 0.131" X 2.5" FACE NAIL -� � o B N B O U N D A R Y N A I L I N G M E C H. M E C H A N I C A L 3. S E E D E T A I L 5/S 9.0 F O R T O P P L A T E S P L I C E. P ROVIDE ADDITIONAL CONNECTORS AT SHEARWALLS AS 21.1X8 OR �ESS SHTG. TO EA. BRG. (2) Q.131" X 2.5" FACE NAIL U> �' � BNDRY. BOUNDARY M.E.J. MASQNRY EXPANSION JOINT STEEL CONSTRUCTION (IBC 1704.3) IBC TABLE 1704.3 �NDICATED 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 QETAIL 5/S1.1 FOR NOTCHING AND BLOCKING �IMITS. 24.BUILT-UP GIRDERS AND BEAMS (1) 0.148" X 3.25" AT 12" EA. EDGE STAGGERED >' I` � B.O.F. BOTTOM OF FOOTING MIN. MINIMUM WELDING (IBC 1704.3.1 & AWS D1.1� NOTE 4. , � BRDG. BRIDGE(ING) MISC. MISCELLANEOUS STAIR AND RAILING X 5. SEE DETAIL 6/S1.1 FOR BUNDLED STUDS AND SQUASH BLdCKS. ; f ; � � BRG. BEARING �t < ' � 'x� ' MTL. METAL REINFORCING STEEL AWS D1.4) X NOTE 6 � BTM. BOTTOM � BTWN. BETWEEN cN, NEW 3 BEAR f� G WA STUD SCHEDU �E [�4 FASTE�II G SCHEDU E �. N.L.B. NON-LOAD BEARING � C CAMBER N0. NUMBER EMBEDDED PLATE X � - CAMB. CAMBER(ED) N.S. NEAR SIDE - + S �� \ CANT. CANTILEVER(ED) N.T.S. NOT TO SCALE N0. OF BUNDLED STUDS " �� o N.W.C.NORMAL WEfGHT CONCRETE ANCHORING SYSTEMS ti r�� CF CUBIC FOOT HOLE DIA.<2/5d PER PLAN �, � C.I.P. CAST IN PLACE O.C. ON CENTER ADHESIVE ANCHORS X PER MFR. d HOLE EDGE SINGLE STUD � �' � C.J. CONSTRUCTION JOINT PER MFR. � � � � '� � � �` � z CL CENTER LINE O.D. OUTSIDE DIAMETER MECHANICAL ANCHORS X J DISTANCE>5/8" HOLE EDGE YPI0.�162' DIA. X 3 1 2 AT 12" O.C. � o . � Q � O.F. OUTSIDE FACE � NOTCH "� CLG. CEILING POWDER AGTUATED FASTENERS X PER MFR. � pEPTH<t/4d � DISTANCE>5/8" `�'�?�b � ' � " CLR. CLEAR O.H. OPPOSITE HAND Q , COL COLUMN OPNG. OPENING � SINGLE STUD OPP. OPPOSITE � INTERIOR � �� • CONC. CONCRETE WOOD CONSTRUCTION (IBC 1704.6 & 1707.3} o ONLY � ' ORNT. ORIENTATE(ION) SILL PLATE ANCHOR BOLTS X CONN. CONNECTION �, 2X JQISTS PER PLAN CONST. CONSTRUCTION OSB ORIENTED STRAND BOARD � STUD HOLE DIA.<2/5d CONT. CONTINUOS O.W.J, OPEN WEB JOIST FLOOR AND EDGE DIAPHRAGM NAILING X � DOUBLE STUD W � � � �- � o '- CTSK. COUNTERSINK iSB SHEAR PANELS X � PLATE � � � PAR. PARALLEL N CTR. CENTER(ED) � Q \ � Ln CY CUBIC YARD P/C PRECAST SHEAR WALL NAILING X PEN PANEL EDGE NAIL DRAG STRUT X � � r d PENNY(NAILS) PERP. PERPENDICULAR 2X SQUASH BLOCK r =� DB DROPPED BEAM PL. PLATE HOL.DOWNS X NAIL Wf (2) 0.162" DIA. X � � DBA DEFORMED BAR ANCHORS PL PROPERTY LINE 3 1/2" � 8" O.C. STAGGERED �' � ' DBL. DOUBLE PLN PLAN _ DCW DEMAND CRITICAL WELD PLMBG. PLUMBING STRUCTURAL OBSERVATION (IBC 1709) � , PLYWD. PLYWOOD � DEPT. DEPARTMENT CONCRETE CONSTRUCTION NOT REQIJIRED DET. DETAIL PSF POUNDS PER SQUARE FOOT _ WALL PER BEARING \ PSI POUNDS PER SQUARE INCH WOOD CONSTRUCTION NOT REQUIRED WALL SCHEDULE �, ` DF DOUGLAS FIR o DIA. DIAMETER P.T. PRESERVATIVE TREATED SCALE: NONE SCALE: 3/4° = 1'-0" 2 F; � DIAG. DIAGONAL PT POST TENSION(ED) INSPECTION SCHEDULE NOTES: � . 0 DIAPH. DIAPHRAGM 5 STUD �IOTCNING and BOR �1G �IM TS 60 TYPICA� B�OCK �1G at BUND�ED STUDS � � - DIM. DIMENSION QTY. QUANTITY 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 ❑ � DN. DOWN R. RADIUS JURISDICTION. � � D.O. DITTO(REPEAT) RAD. RADIUS 2• SPECIA� 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. '_ � RE: REFERENCE � � D.S. DRAG STRUT REF. REFERENCE 3. CONTINUOUS SPECIAL INSPECTION REQUIRES THE WSPECTOR SHALL BE ONSITE AT A�L TIMES THAT WORK REQUIRING SPECIAL INSPECTfON IS PERFORMED. PERIODIC m DWG. DRAWING(S) REINF. REINFORCEMENT(ING) SPECIAL INSPECTION SHALL ALLOW INSPECTION AT THE INTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH v, �" DWL DOWEL(S) THE REQUIREMENTS. � REQ. REQUIRED ~ R.F. RIGID FRAME 4. ALL WELDS SHALL BE VISUALLY INSPECTED. � � . (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 � ~ EA. EACH R.O. ROUGH OPENING THAT: THE MATERIALS AND THE QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK, THAT PERiODIC � , R.S, ROUGH SAWN � E.E. EACH END INSPEC110NS 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 � � W . 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 SHT. SHEET z EMBD. EMBED(MENT) SIM. SIMILAR � �. , _ . . . . , EN EDGE NAIL `�' O O O � � S.J. SHRINKAGE CONTROL JOINT O � ENG. ENGINEER SKW, SKEW(ED) z O O O �. . . . . � EQ. EQUAL S.O.G. SLAB ON GRADE �i EQPT. EQUIPMENT SPC. SPACE(S) (ING} N � � E.W. EACH WAY Z - EXP. EXPANSION SPEC. SPECIFICATION(S) Q RIM JOIST , EXST. EXISTING SQ. SQUARE NEAD-OUT FOR STD. STANDARD � eTCMBING, MECH., � EXT. EXTERIOR � HO E2'SIZE THISXZONE d STGR. STAGGER d/3 MAX. � FAB. FABRICATION STIFF. STIFFENER(S) � -�- - - - - - - -I- � . FB FLUSH BEAM STIR. STIRRUF(S) , FDN. FOUNDATION STL. STEEL � � � � 2x10 � , F.F. FINISH FLOOR STRUC. STRUCTURAL m � STRUCT. STRUCTURAL � � Q FIN. FINISH(ED I i I FLG. FLANGE SUSP. SUSPENDED(TION) � N � FLR. FLOOR SYMM. SYMMETRICAL � U210 HANGER � � . FN FIELD (FACE) NAIL I EA. END � � F.O. FINISHED OPENING T. TOP � � 3/4" = 1'-0" �^ F.O.C. FACE OF CONCRETE T.&B. TOP AND BOTTOM � - Q� O F.O.M. FACE OF MASONRY TEMP. TEMPORARY � J 01 S T B 0 R I�l G �I N1 I TS �1 � • � F.O.S. FACE OF STUD T.&G. TONGUE AND GRQOVE i I U210 NANGER U � F.O.W. FACE OF WALL THK. THICK(NESS) T� ,. FRM. FRAME(ING) THRD. THREADED � I (16'0 0 CS 11 NEO. P RN V 1 F.S. FAR SIDE T N T O E N A I L � O . FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) I I PLAN) � r , FRTW FIRE RETARDANT TREATED WOOD T.O.W. TOP OF WALL Q . FTG. FOOTING TRANSV. TRANSVERSE � i I 2x10 � � T.O.S.. TOP OF STEEL � GA. GAUGE TYP. TYPICAL o I � '�'� � � 1'-4" 1'-4" I FOR JOIST SPANS UP TO � GALV. GALVANIZE(D) � GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE � 11'-0", A SINGLE JOIST GLB GLUE LAMINATED BEAM �/S UNDERSIDE � � MAY BE HEAD OFF T� � 0 ^� GRD. GRADE ADJACENT SINGLE JOISTS �� O� GWB GYPSUM WALLBOARD �• VERTICAL � I 0 e--� �, - GYP. GYPCRETE VERT. VERTICAL ( � � O VIF VERIFY IN FIELD I � � H. HORIZONTAL � � FOR JOIST SPANS � � ND HOLDOWN W. WIDE(WIDTH) �� H.D.G. HOT DIPPED GALVANIZED W/ WITH i I BETWEEN 11 -0 AND � 1 � HDR. HEADER W/0 WITHOUT I I 16'-0" ADD ADDITIONAL 2x10 JOIST ADJACENT TO � � C� HGR. HANGER WD. WOOD I HEAD OUT. �, � HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS ^ � HORIZ. HORIZONTAL W.P. WORK POINT I � U ��..{ � HR HEADER W.S. WELDED STUD � H.S.B. HIGH STRENGTH BOLT WT. WEIGHT � I I NOTE: JOIST HEAD -OUT � � � � I IS FOR UN UNIFORMLY � HT. HEIGHT W.W.F. WELDED WIRE FABRIC � LOADED FLOOR JOISTS ,� � N �- - _- - - _- - -I- ONLY V 1 F-r--I W � I.D. INSIDE DIAMETER X-STG EXTRA STRONG � - -- - ^ - - T - � I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG I I I.F. INSIDE FACE � YD YARD `° PLAN - JOIST HEAD-OUT SCALE: 3/4" = 1'-0" g 10 J� ST HEAD-OUT DETA �S 11 ' ❑ ❑