3407 31ST DR 2016 Plans 2022-11-09

A B B R E�f A TI 0�l S 2[� S P E�I A I� I �l S P E�TI 0�l S� TE J T) I V V C�I� � S TR V i�T V �A� O�S E R V A TI O I V S C H E D V �E , ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.1 WALL TYPE LEVEL PLATE SIZE STUQ SIZE AND SPACING � - & AND IN. INCHE(S) o� r� AT fNFO. INFORMATIQN INSPECTION ITEMS CONTINUOUS PERIODIC TESTING COMMENTS eoNNECTioN FASTENfNG � ' FEET(FQOT) fNT, INTERIOR EXTERIOR GROUND-MAIN 2 X 6 2X6 4 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 0 16"O.C. 2. BRIDGING TO JOIST (3) 0.131" X 2.5" TOENAILS EA. END � # POUND(S), NUMBER JST. JOIST SITE PREPARATION, EXCAVATIQN & GRADING UPPER-RQOF 2 X 6 2X6 C� 16"O.C. 3. 1X6 OR LESS SUBF�R. TO JST. (2) 0.131" X 2.5" FACE NAIL � EQUAL(S) �T. JOINT X GEOTECH 4. WIDER TNAN 1X6 SUBF�R. TO JST. (3) 0.131" X 2.5" FACE NAIL �; / PER SUBSURFACE DRAINAGE GEOTECH INTERIOR GROUND-MAIN � X � 2X4 Q 12"O.C. 5. 2" SUBFLOOR TO JST./GIRDER 2 0.148° X 3.25" BLIND & FACE NAIL U � K KIPS(10Q0) „ � ) � A.B. ANCHOR BOLT FILL PLACEMENT & COMPACTION X X GEOTECH 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. FAGE NAIL z � ' ABV. ABOVE LAT. LATERAL FIELD VERIEICATION OF BEARING CAPACITY GEOTECH UPPER-ROOF 2 X 4 2X4 C� 16"Q.C. " " "AT BRACED WALL PANEL (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL � � AQD. ADDITIONAL �B. POUND(S) X PARTY 7. TOR PLATE TO STUD (2) 0.148�� X 3.25" O.C. END NAIL � � ADJ. ADJACENT L.B. LAG BOLT(S) GROUND-MAIN 2 X 4 EA. WALL 2X4 � 16"O.C. EACN WALL 8. STUD TO SOLE PLATE (4) Q.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. WA�L 2X4 Q 16"O.C. EACH WALL (OR) (2) 0.148" X 3.25" O,C. END NAIL � � o ALT. A�TERNATL LGTH. LENGTH REINFORCEMENT X UPPER-ROOF 2 X 4 EA. WA�L 2X4 � 16"O.C. EACH WALL 9. D�UBLE STUDS (2) 0.148" X 3.25" AT 12" O.G FAGE NAIL °; � APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING 10.DOUBLE TOP PLATES (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL � �� 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/RAFTEft BLKG. TO PLATE (3) 0.148 X 3.25" TOENAILS � +, � B. BOTTOM LSH LONG SLOTTED HOLE(S) - 1. SEE SHEARWALL SCHEDULE SHEET S1.2 FOR WALL SNEATHING, ADDITIONAL PLATE AND STUD 12.RIM JQIST TO TOP PLATE (1) 0.148 X 3.25" AT 12" O.C. TQENAIL ��, � BEL BE�OW LT. WT. L{GHT WEIGNT REQUIREMENTS, BLOCKING ANQ P�ATE NAILING. SEE 06100 "ROUGH FRAMING STRUCTIJRAL NOTES 13.TOP PI.ATE LAP INTERSECTIONS (2) 0.148" X 3.25" FAC� NAIL � � BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGHT ANCHOR BOLTS & HOLDOWNS SHEET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME � (1) 0.148" X 3.25" AT 12" FACE NAIL EA. EDGE U � � �.F. BRACED FRAME X SHEARWALL TYPES REQUIRE A DOUBI.E RIM JOIST FOR TNE PLATE NAILING. 14.DOUBLE 2X JOIST HEADER BLDG. BUILDING MAS. MASONRY EMBEDDFD ITEMS X 15.CEILING JOISTS TO PLATE (3) 0.131" X 2.5" TOENAIL - � � BLK. BLOCK MASN. MASONRY PREPARATION OF TEST SPECIMENS 2. SECURE SILL PLA�FES TO CONCRETE WITH 5�8" DIA. ANCHOR BOLTS WITH 7" EMBEp, AT 48" ON CENTER 16.CONTINUOUS HEADER TO STUD (4) 0.131" X 2.5" TOENAILS � � � BLKG. BLOCKING MAT. MATERIAL TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWA�L AND HOLDOWN SCHEDULE FOR ADDITIONAI� 17.CLG. JST. LAP AT PARTITIONS (3) 0.148° X 3.25" FACE NAII � � � BLW. BELOW MAX. MAXIMUM CONCRETE PLACEMENT ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATtVE TREATED WOOD IS USED, REFER TO THAT SECTION 18.CLG. JST. TO PARALLEL RAFTER (3) 0.148" X 325" FACE NAII. +` � � U � BM. BEAM M.B. MACHINE BOLT FOR CORROSION PROTECTION REQUIREMENTS FOR CONNECTORS. 19.RAFTER TO PLATE (3) 0.131" X 2.5" TQENACL � � � BMU BRfCK MASONRY UNIT MBM METAL BUILQING MANUFACTURER 20.1X BRACE TO EA. STUD 8c PLATE (2) 0.131" X 2.5" FACE NA1L � 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) Q.131" X 2.5" FACE NAIL (� � � BNQRY. BOUNDARY M.E.J. MASQNRY EXPANSION JOINT STEEL CONSTRUCTION (IBC �704.3) IBC TAe�E 1704.3 INDICATED ON THE PLANS. 22.W(DER THAN 1X8 SHTG. TO BRG. (3} 0.131" X 2.5" FACE NAIL B.O. BOTTOM OF MEZZ. MEZ�ANINE 23.BUI�T-UP CORNER STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL s ` � B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER 4. SEE DETAfL 5/51.1 FOR NQTCHING AND BLOCKWG LIMITS. 24.B111�T-UP GIRDERS AND BEAMS 1 Q.148" X 3.25" AT 12" EA. EDGE STAGGERED r �' � ' B.O.F. BOTTOM OF FOQTING MIN. MINIMUM WELDING (IBC 1704.3.1 & AWS D1.1� NOTE 4. � � ` f� BRDG. BRIDGE(ING} MISC. MISCELLANEOUS STAIR AND RAILING 5. SEE DETAIL 6/S1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. U ' � � BRG. BEARING MTL METAL X • BTM. BOTTOM REINFORCING STEEL (AWS D1.4) X NOTE 6 ' �` w � ; : BTWN. BETWEEN ��> NEW 3 BEARI �JG WA�� STUD SCHED� �E 4 FASTEf� �1G SCHEDU �E .5..;a�£�»��...�} . . ��: �k �...:: ... : N.L.B. NON-LQAD BEARING � � C CAMBER N0. NUMBER EMB�DDED PLATE X CAMB. CAMBER(ED) N.S. NEAR SIDE N.T.S. NQT TO SCALE T' CANT. CANTILEVER(�D) N.W.C.NORMAL WEIGHT CONCRETE ANCHORING SYSTEMS 'S ��,?�j � CF CUBIC F4QT N0. OF BUNDLED STUDS � o C.I.P. CAST IN PLACE ADNESIVE ANCHORS X PER MFR. HOLE DIA.<2 f 5d PER PLAN ,�, ti l.��c� C.J. CONSTRUCTION JQINT O.C. ON CENTER SINGLE STUD � O.D. OUTSIDE DIAMETER MECNANICAL ANCHORS d HOLE EDGE � � w C� CENTER LINE X PER MFR. , (2) 0.162" DIA. X 3 1/2" AT 12" O.C. � � : , a � O.F. OUTSIDE FACE _ _ . � DISTANCE>5/8' • - �> � CLG. CEILING POWDER ACTUATED FASTENERS z NOTCN HOLE EDGE TYPICAL N o 0 CLR. CLEAR O.H. OPPOSITE HAND X PER MFR. � DEPTH<1 f 4d DISTANCE>5/8" � � r��' COL. COLUMN OPNG. OPENING Q � � `�?�b�, � � � SINGLE STUD {� OPP. OPPOSITE WOOD CONSTRUCTION (lBC 1704.6 & 1707.3) ,L I CONC. CONCRETE "' @ INTERIOR �� ORNT. ORIENTATE ION o CONN. CONNECTION OSB ORIENTED STRAND BOARD SILL PLATE ANCHdR BOLTS X � ONLY 2X JOISTS PER PLAN GONST. CQNSTRUCTIQN CONT. CONTINUOS Q.WJ. QPEN WEB JOIST FLOOR AND EDGE DIAPHRAGM NAfLING e- STUD CTSK. COUNTERSINK X � HOLE DIA.<2/5d °- PAR. PARALLEL iSB SHEAR PANELS X � PLATE DOUBLE STUD � c:u `� � CTR. CENTER(ED) o Q � � � CY CUBIC YARO P/C PRECAST SHEAft WALL NAILING X PEN PANEL EDGE NAIL Q o � � DRAG STRUT d PENNY(NAILS) PERP. PERPENDICULAR X DB DROPPED BEAM PL PLATE NOLDQWNS X 2X SQUASH BLOCK '- =i� DBA DEFORMED BAR ANCHORS PL PROPERTY LINE NAIL W/ (2) 0.162" DIA. X ��i p PLN PLAN 3 1/2" � 8° O.C. STAGGERED w � DBL, DOUBLE PLMBG. PLUMBING STRUCTURAL OBSERVATIQN IBC 1709 DCW DEMAND CRITICAL WE�D ( � � DEPT. DEPARTMENT PLYWD. PLYWOOD CONCRETE CONSTRUCTlON NQT REQUIRED DET. DETAIL PSF POUNDS PER SQUARE FQOT � PSI POUNDS PER SQUARE INCH WOOD CONSTRUCTION WALL PER BEARING o DF DOUGLAS FIR P.T. PRESERVATIVE TREATED NOT REQUIRED WALL SCHEDULE DIA. DIAMETER SCALE: NONE � DIAG. DlAGONAL PT POST TENSION(EQ) INSPECTlON SCHEDULE NOTES: SCALE: 3/4" = 1'-0" z •• DIAPH. DIAPHRAGM � DIM. D(MENSION QTY, QUANTITY 1. IT�MS MARKEQ WITH AND "X° SHALL BE INSPECTED IN ACCORDANCE WITH IBC 1700 BY A CERTIFIED SPECIA� INSPECTOR FROM AN AGENCY APPROVED BY THE 5 S TU D �J 0 TC N I�I� a n d B 0 R I�1 G L I�I TS 6 TYP I C A� B�0 C K I(�G a t B U�l D�E D S TU D S o O DN. DOWN � � JURISDICTION. � D.O. DITTO(REPEAT) RAD. RADIUS � DP. DEEP 2. SPECIAL INSRECTION SHALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICATOR S PREMISES PER IBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDICTION Q � RE: REFERENCE PRIOR TO FABRICATION. � D.S. DRAG STRUT REF. REFERENCE 3. CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SHALL BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL fNSPEGTION IS PERFORMED. PERIODIC m v DWG. DRAWING(S) SPECIAL INSPECTIQN SNALL ALLOW INSPECTION AT THE INTERVALS NECESSARY TQ CONFORM THAT WORK REQUIRING SPECIAL INSPECTION IS II� COMPLIANCE WITN D V 1�L. D O W E I (S) REINF. REINFORCEMENT(ING) T H E R E Q U I R E M E N T S, n REQ. REQUIRED 4. AL.L WELDS SHALL BE VISUALLY INSPECTED. �- R.F. RIGID FRAME � � (E) EXISTING 5, PERIODIC SPECIAL INSPECTIQNS HALL BE ALLQWED FOR SHOP WELDING OF ASTM A706 REINFORCEMENT N0, 5 OR SMALLER USED FOR EMBEDDED ITEMS, PRQVIDED � `n R.O. ROUGH OPENING ,�, i- EA. EACH THAT: THE MATERIALS AND THE QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERiFIED PRIOR TO THE START OF WORK, THAT PERIODfC a. � E.E. EACH END R.S. ROUGH SAWN INSPECTIONS ARE MAQE OF WORK IN PROGRESS, AND THAT A VISUAL INSPECTION QF ALL WELDS {S MADE PRIOR TO SHIPMENT OF SHOP WELDED ITEMS. E.F. EACH FACE 6. THE SPECIAL iNSPECTOR SNALL PROVIDE THE BUILDING OFFfC1AL, OWNER, ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR WITH COPIES OF ALL REPORTS AND 0 i W E.J. EXPANSION JOINT SCN. SCHEDULE SCL STRUCTURAL COMPOSITE WQOD TEST RESULTS (fBC 1704.2.4) 3 X HOLE DIA. MIN. 3 X NOLE DIA. MIN. 3 X HOLE DIA. MW. EL. ELEVATION SCNED. SCHEDUI,E � ELEV. ELEVATOR - EMBD. EMBED(MENT) S MT S MILAR � _ EN EDGE NAIL S.J. SHRINKAGE CQNTRQL JOINT ENG. ENGINEER N � . E4. EQUAL SKW. SKEW(ED) z O O O O 0 � p � EQPT. EQUIPMENT S.O.G. SLAB ON GRADE � � � E.W. EACH WAY SPC. SPACE(S) (ING) �, ` �j EXP. EXPANSION SPEC. SPECIFfCATION(S) z Q HEAD-OUT FOR � SQ. SQUARE J RIM JOIST PLUMBING, MECN., � EXST. EXISTING STD. STANDARD � ETe. 1 1 2' DIA. MAX. � EXT. EXTERIOR STGR. STAGGER n- HOLE SIZE THIS ZONE d FAB. FABRICATION STIFF. STIFFENER(S) � � � d/3 MAX. � FB FLUSH BEAM STIR. STIRRUP(S) - � � A FDN. FOUNDATION STL. STEEL c.� I Q I i�' F.F. FINISH FLOOR STRUC. STRUCTURAL m � 2x10 FIN. FINISH(ED) STRUCT. STRUCTURAL I `�'i I � � FLG. FLANGE SUSP. SUSPENDED(TION) � N � (v � FLR. FLOOR SYMM. SYMMETRICAL FN FIELD (FACE) NAIL I r� F.O. FINISHED OPENWG T. TOP I �A10 N�ANGER � (� F.O.C. FACE OF CQNCRETE T.&B. TOP AND SOTTOM I _ ( 3/4" = 1'-0" � �j F.O.M. FACE OF MASONRY TEMP. TEMPORARY I Q �.O.S. FACE OF STUD T.&G. TONGUE AND GROOVE I ( U210 HANGER U J 01 S T B 0 R I�1 G � M TS � � F.O.W. FACE OF WALL THK. THICK(NESS) �� FRM. FRAME(ING) THRD. THREADED � � 2x10 JOIST PER PLAN � � F.S. FAR SIDE TN TOE NAIL � (16" O.C. U.N.O, PER � � FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) PLAN) � _O FRTW FIRE RETARDANT TREATED WOOQ T.O.W. TOP OF WALL z ( I � FTG. FOOTING TRANSV. TRANSVERSE � I I 2x10 T.O.S.. TOP OF STEEL � � � ,� GA. GAUGE TYP. TYPICAL o I I C� � GALV. GALVANfZE(D) � 1'-4° 1'-4" � 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 Q� � GWB GYPSUM WAL�.SOARD V. VERTICAL � � ADJACENT SINGLE JOISTS '� � GYP. GYPCRETE VERT. VERTICAL � ( Q � � VIF VERIFY IN FIELD � ( � Q N. HORIZONTA� HD HOLQOWN W. WIDE(WIDTH) I I FOR JOIST SPANS � bq ( ' BETWEEN 11'-0" AND � � � H.Q.G. HOT DIPPED GALVANIZED W/ WITN 16'-0" ADD ADDITIONAL CC� .�; ( I 2x10 JOIST ADJA�ENT TO �•••� HDR. HEADER W/0 WITHOUT ( � �T� � � � C�3 HGR. NANGER WD. WOOD I HEAD OUT. � HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS I I � HORIZ. HOR1ZONTAL W.P. WORK POINT � � NOTE: JOIST HEAD -OUT � M� � HR HEADER W.S. WELDED STUD ¢ H.S.B. NIGH STRENGTH BOLT WT. WEIGHT � ( I IS FOR UN UNIFORMLY � � Q� NT. HEIGHT I I �.�, W.W.F. WELDED WIRE FABRIC � LOADED FLOOR JOISTS � l � �- - - - - - - - - T- ONLY -J-i V � I.D. INSIDE QIAMETER X-STG EXTRA STRONG J ^ _ _ � _ __ - � � w ¢ I I I.E. INVERT ELEVATIO(�J XX-STG DOUBLE EXTRA STRONG � I.F. WSIDE FACE c� YD YARD o - PLAN - JOfST HEAD-OUT SCAI.E: 3/4" = 1'-0" 9� 10 JOIST HEAD-Q�JT DETAILS 11 •