3352 31ST DR 2016 Plans 2022-11-23

A B B R E�/I A T I 0�1 S 20 �P E C I A� I�1 S P E C TI 0�1 S' TE�� I V G CI I� � �TI \U C T V R A� O B S E R V t�1 TI L/I V S C H E D U L E ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBG TABLE 2304.9.1) � - WALL TYPE LEVEL PLATE SIZE STUD SIZE AND SPACING & AND IN. INCHE(S� INSPECTION ITEMS CONTINUOUS PERIODCC TESTING COMMENTS coNNECTioN FASTENING Q @ AT INFO. INFORMATION `�' ' FEET(FOOT) INT. INTERIOR EXTERIOR GROUND-MAIN 2 X 6 2X6 C� 16"O.C. 1. JOIST TO SILL OR GIRDER (3) 0.131" X 2.5" TOENAILS � " INCH (INCNES) SOIL & FOUNDATIONS (IBC 1704.7) MAIN-UPPER 2 X 6 2X6 C� 16"O.C. 2. BRIDGING TO JOIST (3) 0.131" X 2.5" TOENAILS EA. END � # POUND(S), NUMBER 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 � JT. JOINT SITE PREPARATION, EXCAVATION & GRADING X GEOTECH = EQUAL(S) 4. WIDER THAN 1X6 SUBFLR. TO JST. (3) 0.131" X 2.5" FACE NAIL � SUBSURFACE DRAINAGE GEOTECH (NTERIOR �; / PER K KIPS(1000) GROUND-MAIN 2 X 4 2X4 Q 12"O.C. 5. 2" SUBFLOOR TO JST./GIRDER (2) Q.148° X 325" BLIND & FACE NAIL U FILL PLAC�MENT & CQMPACTION X X GEOTECH MAIN-UPPER 2 X 4 2X4 @ 16"O.C. 6. SO�E PLATE TO JST. OR BLKG. (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL z � A.B. ANCHOR BOLT UPPER-ROOF 2 X 4 2X4 4 16"O.C. " " "AT BRACED WALL PAN�L (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL � � ABV. ABOV� LAT. LATERAL FIELD 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 (� 16"O.C. �ACH WALL 8. STUD TO SOLE PLATE (4) 0.131° X 2.5" TO�NAIL o � ALUM. A�UMINUM LG. LONG(ITUDINAL) CONCRETE CONSTRUCTIQN (IBC 1704.4� IBC TABLE 1704.4 MAIN-UPPER 2 X 4 EA. WALL 2X4 @ 16°O.C. EACH WAIL (OR) (2} 0.148° X 3.25" O.C. END NAIL � � o ALT. ALTERNATE �G T H. LENGT H X UPPER-ROOF 2 X 4 EA. WALL 2X4 C� 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 R E I N F O R C E M E N T ARCH. ARCHITECT(URAL) LLH LONG �EG HORIZONTAL 10.D0UBLE TOP PLATES (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL � � � DOUBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25" FACE NAILS � � C9 ASSY ASSEMBLY L�V LONG LEG VERTICAL BEARING WAL� NOTES 11.JOIST/RAFTER BLKG. TO PLATE (3} Q.148 X 3.25" TOENAILS � +, ^z B. BOTTOM LSH LONG SLOTTED HQLE(S) 1. SEE SHEARWALL SCHEDULE SHEET SL2 FOR WALL SHEATHING, ADDITIONAL PLATE ANQ STUD 12.RIM JOIST TO TOP PLATE (1) 0.148 X 3.25° AT 12" O.C. TOENAIL '� v BEL. BELOW LT. WT. LIGHT WEIGHT R�QUIREMENTS, BLOCKING AND PLATE NAILING. SEE 06100 "RQUGH FRAMING STRUCTURAL NOTES 13.TOP PLATE LAP INTERSECTIONS (2) 0.148" X 3.25° FACE NAIL � .� BEN BOUNDARY EDGE NAILING �.W. LIGHT WEIGHT ANCHOR BOLTS & HOLDOWNS SNEET S1.0 FOR SPECIES AND GRADE QF WALL PLATES AND STUDS. PLEASE NOTE THAT $OME �� W � .-� B.F. BRACED FRAME X SHEARWALL TYPES REQUIRE A DOUBLE RIM JQIST FOR THE PLATE NAILING. l4.DOl1BLE 2X JOIST/HEADER (1} 0.148" X 3.25" AT 12 FACE NAIL EA. EDGE � EMBEDDEQ ITEMS 15.CEILING JOISTS TO PL,ATE (3) 0.131" X 2.5" TOENAIL - o � BLDG. BUILDING MAS. MASONRY X �� c�t B L K. B L O C K M A S N. M A S O N R Y P R E P A R A T I O N O F T E S T S P E C I M E N S 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 OTHERWlSE. REFER TO SHEARWALL AND HOLDOWN SCNEDULE FOR ADDITIONAL 17.CLG. JST. LAP AT PARTITIONS (3) 0.148�� X 3.25�� FACE NAIL � � � CONCRETE PLACEMENT ANCNOR BOLT REQUIREMENTS. WHERE PRESERVATIVE TREATED WOQD IS USED, REFER TO THAT SECTION 18.CLG. JST. TO PARALLEL RAFTER (3) �.148 X 3.25 FACE NAIL � BLW. BELOW MAX. MAXIMUM „ „ v � � BM. BEAM M.B. MACHINE BOLT FOR CORROSION PROTECTION REQUIREMENTS FOR CONNECTORS. 19.RAFTER 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 � a � BN BOUNDARY NAILING MECH. MECHANIGAL 3. SEE DETAIL 5/S9.0 FOR TOP PLATE SPLICE. PROVIpE 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 EXPAN510N 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 " h � B.Q.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. BOTTQM OF FOOTING MIN. MINIMUM WELDING (IBC 1704.3.1 & AWS D1.1� NOTE 4. ; , z Y ' < BRDG. BRIDGE(ING) MISC. MISCELLANEOUS STAIR AND RAfLING X 5. SEE DETAIL 6fS1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. ;�,rs U ;,a , BRG. BEARING MTL. METAL � a' ;, l�� ,. BTM. BOTTOM REINFORCWG STEEL (AWS Q1.4) X NOTE 6 • 5` `, 1 � ,� BTWN. BETWEEN NNL.B. NON-LOAD E3EARING � B E A R I �1� WA I�� S TU D S C N E D U �E �4 F A S TE I V I I V G S C H E D U L E :.. .. .��° ;�.. ". . � ..;,�� C CAMBER N0. NUMBER E M B E D D E a P L A T E X CAMB. CAMBER(ED) N.S. NEAR SIDE _ � � CANT. CANTILEVER(ED) N.T.S. NOT TO SCALE 1 �� N.W.C.NQRMAL WEIGHT CONCRETE ANCHORING SYSTEMS N0. QF BUNDLED STUDS �` CF CUBIC FOOT � �`� `� CJ,P. CAST IN PLACE ADHESIVE ANCHORS X PER MFR. HOLE DIA.<2/5d PER PLAN ;� ti ��. C.J. CONSTRUCTION JOINT O.C. ON CENTER d HOLE EDGE SINGLE STUD , , , � �, � � ,� CL CENTER LINE O.D. OUTSIDE DIAMETER MECHANICAL ANCHORS X PER MFR. � DISTANCE>5f8" TYPI�q62' DIA. X 3 1/2' AT 12' O.C. � � . . �� O.F. OUTSIDE FACE z NOTCM HOLE EDGE � � o CLG. CEILING PQWDER ACTUATED FASTENERS X PER MFR. o � ti CLR. CLEAR O.H. OPPOSITE HAND z DEPTH<1/4d � DISTANCE>5/8' I �� <�� COL. COLUMN OPNG. QPENING � SINGLE STUD ?c�� CONC. CONCRETE OPP. OPPOSITE WOOD CONSTRUCTION (IBC 1704.6 & 1707.3� "' � INTERIOR � \ CONN. CONNECTION ORNT. ORIENTATE(ION) o ONLY CONST. CONSTRUCTIQN OSB ORIENTED STRAND BOARD SILL PLATE ANCHOR BOLTS X � CONT. CQNTINUOS O.W.J. OPEN WEB JOIST ;` 2X JOISTS PER PLAN T FLOOR AND EDGE DIAPHRAGM NAILING X � STUD HOLE DIA.<2/5d CTSK. COUNTERSINK • � PLATE DOUBLE STUD � � PAR. PARALLEL iSB SHEAR PANELS X � W � � CTR. CENTER(ED) � H � � o� CY CUBIC YARD P/C PRECAST SHEAR WALL NAILING X � � PEN PANEL EDGE NAIL C� � o cv d PENNY(NAILS) PERP. PERPENDICULAR DRAG STRUT }( o � `n DB DRQPPED BEAM PL. PLATE HOLDOWNS X - 2X SQUASH BLOCK � DBA DEFORMED BAR ANCHORS PL PROPERTY LINE NAIL W/ (2) 0.162" DIA. X � o DBL. DOUBLE P L N P L A N3 1/2 C� 8' O.C. S T A G G ER ED -4 � DCW DEMAND CRfTIGAL WELD P�MBG. PLUMBING STRUCTURAL OBSERVATION (IBC 1709) DEPT. DEPARTMENT PLYWD. PLYWOOp � PSF PQUNDS PER SQUARE FOOT CQNCRETE CONSTRUCTIQN NOT REQUIRED DET. DETAIL - WALL PER BEARfNG o DF DOUGLAS FIR PSI POUNDS PER SQUARE INCH WOOD CONSTRUCTION NOT REQUIRED �- l� - -`�� WALL SCHEDULE � P.T. PRESERVATIVE TREATED SCALE: 3/4" = 1'-0" z � DIA. DIAMETER SCALE: NONE DIAG. QIAGONAL PT POST TENSION(ED) INSPECTION SCHEDULE NOTES: O DIAPH. DIAPHRAGM „ 5 ST�D �IOTCHING and BOR �1� �I�1�TS 60 TYP CA� B�OCI�ING at BU�ID�ED ST�DS �' o DIM. DIMENSION QTY. QUANTITY 1. ITEMS MARKED WITH AND "X SHALL BE INSPECTED IN ACCQRDANCE WITH IBC 1700 BY A CERTIFIED SPECIAL WSPECTOR FROM AN AGENCY APPROVED BY THE ❑ > 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 1704.25.2. VERIFY APPROVAL WITH JURISDICTION -� cn DP. DEEP RAD. RADIUS Q F- PRIOR TO FABRICATION. f- D.S. DRAG STRUT RE: REFERENCE 3. CONTINUOUS SPECIAL INSPECTION REQUIRES THE fNSPECTOR SHALL BE QNSITE AT ALL TIMES THAT WORK REQUIRING SPECIA� WSPECTION IS PERFORMED. PERIODIC � Q REF. REFERENCE DWG. DRAWING(S) REINF. REINFORCEMENT(ING) SPECIAL INSPECTION SHALL ALLOW INSPECTION AT THE INTERVA�S NECESSARY TO CONFORM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH m v DWL. DOWEL(S) THE REQUIREMENTS. REQ. REQUIRED �- 4. ALL WELDS SHALL BE VISUALLY INSPECTED. � R.F. RIG1D FRAME � cn (E) EXISTING 5. PERIODIC SPECIAL INSPECTIONS HALL BE AL�OWED FOR SNOP WELDING OF ASTM A706 REINFQRCEMENT N0. 5 OR SMALLER USED FOR EMBEDDED ITEMS, PROVIDED � �-- EA. EACH R.O. ROUGH OPENING THAT: TNE MATERIALS AND THE QUALIFICATIONS OF WELDING PROCEDURES AND WE�DERS ARE VERIFIED PRIOR TO THE START OF WORK, TNAT PERIODIC R.S. ROUGH SAWN � E.E. �ACH 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 INSPECTOR SHALL PRQVIDE THE BUILDING QFFICIAL, OWNER, ARCHITECT, ENGINEER OF RECORD, AND GONTRACTOR WITH COPI€S OF ALL REPORTS AND Q � � SCH. SCHEDULE � E.J. EXPANSION JOINT SCL STRUCTURAL COMPOSITE WOOD TEST RESULTS (IBC 1704.2.4) 3 X HOLE DIA. MIN. 3 X HOLE QIA. MIN. 3 X HOLE DIA. MIN. EL ELEVATION SCHED. SCHEDULE ELEV. ELEVATOR SHT. SHEET EMBD. EMBED(MENT) SIM. SIMILAR � EN EDGE NAIL S.J. SNRINKAGE CQNTROL JOINT - � ENG. ENGINEER `V O O O O � � O \ � EQ. EQUAL SKW. SKEW(ED) Z O � �EQPT. EQUIPMENT S.O.G. SLA� ON GRADE ^ E.W. EACH WAY SPC. SPACE(S) (ING) N � EXP. EXPANSION SPEC. SPECIFICATION(S) z EXST. EXISTING SQ. SQUARE `� RIM JOIST HEAD-OUT FOR � � PLUMBING, MECH., d EXT. EXTERIOR STD. STANDARD � ETC. 1 1/2" DIA. MAX. STGR. STAGGER � d 3 MAX. � FAB. FABRICATION STIFF. STIFFENER(S) � HOLE SIZE THIS ZONE q FB FLUSH BEAM STIR. STIRRUP(S) � � T � FDN, FOUNDATION STL. STEEL ( � F.F. FINISH FLOOR STRUC. STRUCTURAL m G � � 2x10 � FIN. FINISH(ED) STRUCT. STRUCTURAL i �i i � � FLG. FLANGE SUSP. SUSPENDED(TION) `�' FLR. FLOOR SYMM, SYMMETRICAL FN FIELD (FACE) NAIL � EA10 N�ANGER � I S 0 T. TOP � � F.O. F NI HED PENWG F.O.C. FAGE OF CONCRETE T.&B. TOP AND BOTTOM f _ I 3/4" = 1'-0° � � F.O.M. FACE OF MASONRY T�MP. TEMPORARY � � � F.O.S. FACE OF STUD T.&G. TONGUE AND GROOVE C ( U210 HANGER � JO ST B OR I N� �I N1 I TS �j �+ F.O.W. F A C E O F W A L L T H K. T H I C K(N E S S) � � � � C 2x10 JOIST PER PLAN T^ � FRM. FRAME(ING} THRD. TNREADED (16" O.C. U.N.O. PER �J 1 � F.S. FAR SIDE TN TOE NAIL FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) i ( PLAN) FRTW FIRE RETARDANT TREATED WOOD T.O.W. TOP OF WALL Q � ( 2x10 �-i � FTG. FOOTING TRANSV. TRANSVERSE �, ��+ � T.O.S.. TOP flF STEEL �. I . � GA. GAUGE TYP. TYPICAL o � � C� � GALV. GALVANIZE(D) � I 1'-4" 1'-4" I FOR JOIST SPANS UP TO � GB. GRADE BEAM U.N.O. UNLESS NOTED OTHERWISE , „ � GLB GLUE LAMINATED BEAM U/S UNDERSIDE � 11 -0 , A SfNGLE JOIST � � MAY BE HEAD OFF TO Q� � GWB GYPDUM WALLBOARD V. VERTICAL � � ADJACENT SINGLE J�ISTS � � GYP. GYPCRETE VERT. VERTICAL I I � � VIF VERIFY IN FIELD � � � O H. HORIZONTAL ( � FOR JOIST SPANS � b� HD HOLDOWN W. WIDE(WIDTH) � BETWEEN 11'-0" AND �'� � � N.D.G. HOT DIPPED GALVANIZED W/ WITH f � 16'-0" ADD ADDITIQNAL C� � HDR. HEADER W/0 WITHQUT � � 2x10 JOIST ADJACENT TO �-i � � NGR. HANGER WD. WOOD I HEAD OUT. `� � � HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS A � HORIZ. HQRIZONTAL W.P. WORK POINT f � � h�-� Z NOTE: JOIST HEAD -OUT � � NR HEADER W.S. WELDED STUD � i � IS FOR UN UNIFORMLY � � N.S.B. HIGH STRENGTH BOLT WT. WEIGHT � LOADED FLOOR JOISTS � � l v NT. HEIGHT W.W.F. WELDED WIRE FABRIC � --�- - _- - - - _ -I- ONLY �"'� V � LD. INSIDE DIAMETER X-STG EXTRA STRONG � - - - - - - - - � w w I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG � � � I.F. INSIDE FACE � � � YD YARD m �- PLAN - JOIST HEAD-OUT - SCALE: 3/4" = 1'-0° 9� 10 JOIST HEAD-O�T DETA �S 11 '