3009 35TH ST 2016 Plans 2022-12-01

� _ A B B R E UT A T 0�l S [� S P E C I A� I �1 S P E�TI 0 f� S, TE S TI�l G a n d S T R U �TU R A� Q B S E R VA T 0�1 S C N E D U �E Ro��H FRAM►N� NA►��N� S�H�o��E c�N ��E� oF �B� TAB�E 2304.9.,> - WAI,L TYPE LEVEL PLATE SIZE STUO SIZE AND SPACING & AND IN. INCHE(S� INSPECTION kTEMS CONTINUOUS PERIODIC TESTING COMMENTS EXTERIOR CONNECTION FASTENING � Q AT INFO. INFORMATION `�' ' FEET(FOOT) INT. INTERIOR GROUND-MAIN 2 X 6 2X6 C� 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. BRfDGING TO JOIST (3} 0.131" X 2.5" TOENAILS EA. END ¢ # POUND(S), NUMBER JST. JOIST UPPER-ROOF 2 X 6 2X6 Q 16"O.G. 3. 1X6 OR LESS SUBFLR. TO JST. (2) 0.131" X 2.5" FACE NAIL � JT. JOINT SITE PREPARATfON, EXCAVATION & GRADING X GEOTECH 1 = EQUAL(S) 4. WIDER THAN 1X6 SUBFLR. TO JST. (3) 0.131" X 2.5" FACE NAIL ' SUBSURFACE DRAINAGE GEOTECH INTERIOR / PER GROUND-MAIN 2 X 4 2X4 � 12°O.C. 5. 2" SUBFLOOR TO JST./GIRDER (2) 0.148" X 3.25" BLIND & FACE NAIL U � 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 z � FILL PLACEMENT & COMPACTION � X GEOTECH "' " "AT BRACED WALL PANEL (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL � � A.B. ANCHOR BOLT UPPER-ROOF 2 X 4 2X4 � 16"O.C. °� '"� ABV. ABOVE LAT. LATERAL FI�LD VERIFICATIpN OF B�ARING CAPACITY X 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. WALI. 2X4 C� 16"O.C. EACH WALL o ALUM. ALUMINUM LG. LONG(ITUDWAL) CONCRETE CONSTRUCTION (IBC 1704.4� IBC TABLE 1704.4 MAIN-UPPER 2 X 4 EA. WALL 2X4 C� 16"O.C. EACN WALL (OR) (2) 0.148" X 3.25" O.G END NAIL � `�' ALT. ALTERNATE LGTH. LENGTH � UPPER-ROOF 2 X 4 EA. WALL 2X4 C� 16"O.C. EACH WALL 9. DpUBI�E STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL � � � APPRX. APPROXIMATE(LY) REINFORCEMENT 10.DOUBLE TOP PLATES (1) 0.148" X 3.25" AT 12" O.C. TYP. FACE NAIL �- � �? LGMF LIGHT GAUGE METAL FRAMING DOUBLE TOP PLATE LAP SPLICE (20) 0.148" X 3.25" FACE NAILS ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL BEARING WALL NOTES �° � � � ASSY ASSEMBLY LLV LONG �EG VERTICAL 11.JOIST/RAFTER BLKG. TO PLATE (3) 0.148 X 3.25 TOENAILS � +., � 1. SEE SHEARWALL SCHEDU�E SHEET S1.2 FOR WALL SHEATNING, ADDITIONAL P�ATE AND STUD •- a� 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 "ROUGN FRAMING" STRUCTURAL NOTES � �, BEL. BELOW LT. WT. LIGHT WEIGHT � 13.TOP PLATE LAP INTERSECTIONS (2} 0.148" X 3.25' FACE NAIL � � ANCHOR BOLTS & HOLDOWNS SHEET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE THAT SOME „ � �n •-. � BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGHT X 14.DOUBLE 2X JOIST/HEADER (1) 0.148 X 3.25 AT 12" FACE NAII. EA, EDGE W „� B.F. BRACED FRAME SHEARWALL TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING. „ � � EMBEDDED ITEMS 15.CEILING JOESTS TO PLATE (3) 0.131" X 2,5 TOENAIL - o BLDG. BUILDING MAS. MASONRY X BLK. BLOCK MASN. MASONRY PREPARATION OF TEST SPECIMENS 2. SECURE SIIL PLATES TO CONCRETE WITH 5/8" DIA. ANCHOR BQLTS WITH 7" EMBED, AT 48" ON CENTER 16.CONTINUOUS HEADER TO STUD (4) 0.131" X 2.5" TOENAfLS � � � 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 � � � CONCRETE PLACEMENT ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATIUE TREATED WOOD IS USED, REFER TO THAT SECTION 18.CLG. JST. TO PARALLEL RAFTER 3 0.148" X 3.25" FACE NAIL � BLW. BELOW MAX. MAXIMUM � � „ U � � BM. B�AM M.B. MACHINE BO�T FOR CORR0510N 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 TQ EA. STUD & PLATE (2) 0.131" X 2.5" FACE NAIL _; o � BN BOUNDARY NAILING MECH. MECHANICAL 3. SEE D�TAIL 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 JQINT STEEL CONSTRUCTION (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 '' � > B.O.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. BOTTOM OF FOOTING MIN. MINIMUM WELDING (IBC 1704.3.1 & AWS D1.1� NOTE 4. r l � BRDG. BRIDGE(fNG) MISC. MISCELLANEOUS STAIR AND RAILING X 5. SEE DETAIL 6/S1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. � ; v � � BRG. BEARING MTL. METAL BTM. BOTTOM REINFORCWG STEEL (AWS D1.4) X NOTE 6 ; } � ; £ � 3 B E A R� �I G �I A�� S T U D S C H E D� �E 0 F A S T E N �J G S C H E D U �E BTWN. BETWEEN (N) NEW � { ��... „x..�. �.� � `��:.;;<. ��.,x �t N.L,B. NON-LOAD BEARlNG C CAMBER N0. NUMBER EMBEDDED PLATE X CAMB. CAMBER(ED) N.S. NEAR SIDE _ � CANT. CANTILEVER(ED) N.T.S. NOT TO SCALE N.W,C.NORMAL. WEIGHT CUNCR�TE ANCHORING SYSTEMS � CF CUBIC FOOT N0. OF BUNDLED STUDS ��r�� o CJ.P. CAST IN PLACE ' ADHESIVE ANCHORS X PER MFR, HOLE DIA.<2/5d PER PLAN �, ti � c� C.J. CONSTRUCTION JOINT O.C. ON CENTER d HOLE EDGE SINGLE STUD „ „ � �, � „� C L C E N T E R L I N E O.D. OUTSIDE DIAMETER MECHANICAL ANCHORS }( PER MFR. � (2) 0.162 D{A. X 3 1/2 AT 12" O.C. � ; . �` a � D I S T A N C E>5/8" T Y P I C A L N w ' ' "� � CLG. CEILING O.F, OUTSIDE FACE POWDER ACTUATED FASTENERS X PER MFR. o NOTCH HOLE EDGE o 0 C L R. C L EA R O.H. OPPQSITE HAND z DEPTH<1/4d � DISTANCE>5/8 �� COL. COLUMN OPNG. OPENING � SING�E STUD � ?c�� CONC. CONCRETE OPP. OPPOSITE WOOD CONSTRUCTION (IBC 1704.6 & 1707.3) "' � INTERIOR � CONN. CONNECTION ORNT. ORIENTATE(ION) a ONLY OSB ORIENTED STRAND BOARD SILL PLATE ANCHOR BOLTS X � 2X JOISTS PER PLAN CONST. CONSTRUCTION � STUD � CONT. CONTINU4S O.W.J. OPEN WEB JOIST FLOOR AND EDGE DIAPHRAGM NAILING X � HOLE DIA.<2/5d CTSK. COUNTERSINK iSB SHEAR PANELS � PLATE DOUBLE STUD W � � CTR. CENTER(ED) PAR. PARALLEL X o F, � � � CY CUBIC YARD P/C PRECAST SHEAR WALL NAILING X ¢ � PEN PANEL EDGE NAIL d PENNY(NAfLS) PERP. PERPENDICULAR DRAG STRUT }( Q o o � QB DROPPED BEAM P L P L A T E H O L D O W N S X 2 X S Q U A S H B L O C K `� � DBA DEFORMED BAR ANCHORS PL PROPERTY LINE NAIL W/ (2) 0.162" DIA. X a o DBL. DOUBLE P L N P L A N _ 3 1/2 C� 8 O.C. $T A G G E R E D w ti DCW DEMAND CRITICAL WELD PLMBG. PLUMBING STRUCTURAL OBSERVATION (IBC 1709) DEPT. DEPARTMENT PLYWD. PLYWOOD �o CONCRETE CONSTRUGTION NOT REQUIRED PSF POUNDS PER SQUARE FOOT � DET. DETAIL WALL PER BEARING � � DF DOUGLAS FIR PSI POUNDS PER SQUARE INCH WOOD CONSTRUCTION NOT REQUIRED WALL SCHEDULE � DIA. DIAMETER P,T. PRESERVATIVE TR�ATED SCALE: NONE DIAG. DIAGONAL PT POST TENSION(ED) INSPECTION SCHEDULE NOTES: SCA�E: 3j4° = 1'-Q" o 0 DIAPH. DIAPHRAGM v, ,� DIM. DIMENSION QTY. QUANTITY 1. ITEMS MARKED WITH AND "X" SNALL BE INSPECTED IN ACCORDANCE WITH IBC 1700 BY A CERTIFIED SPECIAL INSPECTOR FROM AN AGENCY APPROVED BY TNE � S TU D �10 TC N �J G a n d B 0 R f�G �I�I TS 6 TYP C A� B�0 C I� N G a t B U�1 D�E D S TU D S > � w DN. DOWN R. RADIUS JURISDICTION. � � D.O. DITTO(REPEAT) 2. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICATQR'S PREMISES PER lBC 1704.2.5.2. VERIFY APPROVAL WITH JURISDICTION -1 � RAD. RADIUS Q r DP. QEEP PRIOR TO FABRICATION. �- Q D.S. DRAG STRUT RE: REFERENCE 3. CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR SHA�I� BE ONSITE AT A�L TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. PERIODIC � Q REF. REFERENCE m DWG. DRAWING(S) REINF. REINFORCEMENT(ING) SPECIAL INSPECTION SNALL ALLOW INSPECTION AT THE WTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH � v DWL. DOWEL(S) REQ. REQUIRED THE REQUIREMENTS. � � . 4. ALL WELDS SHALL BE VISUALLY INSPECTED. � R.F. RIGID FRAME � cn � (E) EXISTING 5. PERIODIC SPECIAL INSPECTIONS NALL BE ALLOWED FOR SHOP WELDING QF ASTM A706 REINFORCEMENT NQ. 5 OR SMALLER USED FOR EMBEDDED ITEMS, PROVIDED � �-- R.O. ROUGN OPENING � EA. EACH THAT: THE MATERIALS AND THE QUALIFICATIONS OF WELQING PROCEDURES AND WELDERS ARE VERIFfED PRIOR TO THE START QF WORK, THAT PERIODIC � E.E. EACH END R.S. ROUGH SAWN INSPECTIONS ARE MADE OF WORK IN PROGRESS, AND THAT A VISUAL INSPECTIQN OF ALL WELDS IS MADE PRIOR TO SHIPMENT OF SHOP WELDED fTEMS. � E.F. EACH FACE 6. THE SPECIAL INSPECTOR SHALL PROVIDE THE BUILDING OFFICIAL, QWNER, ARCHITECT, ENGINEER OF RECORD, AND GONTRACTOR WITH COPIES OF ALL REPORTS AND � i W SCH. SCHEDULE z E.J. EXPANSION JOINT SGL STRUCTURAL COMPOSITE WOOD TEST RESULTS (IBC 1704.2.4} 3 X NOLE DIA. MIN. 3 X HOLE DIA. MIN. 3 X HOLE DIA. MIN. EL. ELEVATION SCHED. SCHEDULE ELEV. ELEVATOR SHT. SHEET EMBD. EMBED(MENT) SIM. SIMILAR � EN EDGE NAIL S.J, SHRINKAGE CONTROL JOINT - \ ENG. ENGINEER N O � O O O p O p 2' EQ. EQUAL SKW. SKEW(ED} z � .�.,,� � EQPT. EQUIPMENT S.O.G. SLAB ON GRADE � SPC. SPACE(S) (ING) N � E.W. EACH WAY . EXP. EXPANSION SPEC. SPECIFICATION(S) z EXST. EXISTING SQ. SQUARE � RIM JOIST PLUMBINGT MECH., � EXT. EXTERIOR STD. STANDARD � ETG. 1 1/2" DIA. MAX. d STGR. STAGGER n- , HOLE SIZE THI$ ZQNE O � FAB. FABRICATION STIFF. STIFFENER(S) -� _ _ _ d 3 MAX. � �- - - -I- - � FB FLUSH BEAM STIR. STIRRUP(S) FDN. FOUNDATION STL. STEEL ( I � F.F. FINISH FLOOR STRUC. STRUCTURAL m I g � 2x10 � FIN. FINISH(ED) STRUCT. STRUCTURAL I �i I � � FLG. FLANGE SUSP. SUSPENDED(TION) I `V I !� Q FLR. FLOOR SYMM. SYMMETRICAL � FN FIELD (FACE} NAIL I EA10 N�ANGER � Q� F.O. FINISNED OPENING T. TOP F.O.C. FACE OF CONCRETE T.&B. TOP AND BOTTQM I I 3/4" = 1'-0" � F.O.M. FACE OF MASONRY TEMP. TEMPORARY � Q ' F.O.S. FACE OF STUD T.&G. TONGUE AND GROOVE U J 01 S T B 0 R N G LI N1 TS � � I I U210 HANGER � F.O.W. FACE OF WALL THK. THICK(NESS) � U �i � FRM. FRAME(ING) THRD. THREADED � ( 2x10 JOIST PER PLAN F.S. FAR SIQE TN TOE NAIL � (16" O.C. U.N.O. PER � � FT. FEET(FOOT) T.O.S. TOP OF SHEATHWG(SLAB) I � PLAN) � _O FRTW FIRE RETARDANT TREATED WOOD T.O.W. TOP OF WALL Q � � 2x10 � � FTG. FOOTING TRANSV. TRANSVERSE V, T.OS.. TOP OF STEEL ,_ I .� GA. GAUGE TYP. TYPICAL o I I � .�„� GALV. GALVANIZE(D) � � 1'-4" 1'-4" I FOR JOIST SPANS UP TO � GB. GRADE BEAM U.N.Q. UNLESS NOTED OTHERWISE , „ � GLB GLUE LAMINATED BEAM U/S UNDERSIDE � 11 -d , A SINGLE JOIST GRD. GRADE I I MAY BE HEAD OFF TO Q� Q GWB GYPSUM WALLBOARD V. VERTICAL � � ADJACENT SINGLE JOISTS O � . GYP. GYPCRETE VERT. VERTIGAL ( I O VIF VERIFY iN FIELD � H. HORIZONTAL � � FOR JOIST SPANS Q� bIJ HD HOLDOWN W. WIDE(WIDTH} � BETWEEN 11'-0" AND �i � � H.D.G. HOT DIPPED GALVANIZED W/ WITH ( ( 16'-0" ADD ADDITIONA� C� � HDR. H�ADER W/0 WITHOUT 2x10 JOIST ADJACENT TO � � � HGR. HANGER WD. WOOD i � HEAD OUT. �, � HORZ. HORIZONTAL W.H.S. WE�DED HEADED STUDS ^ � HORIZ. HORIZONTAL W.P. WORK POINT I I V h�+�1 NOTE: JOIST HEAD -OUT M�I � NR HEADER W.S. WELDED STUD `= i i IS FOR UN UNIFORMLY � � H.S.B. HIGH STRENGTH BOLT WT. WEIGHT � �� HT. HEIGHT W.W.F. WELDED WIRE FABRIC w � _ _ _ _ _ _ _ _ � LOADED FLdOR JOISTS � l -i-i V � �- _ _ ONLY T� W w I.D. INSIDE DIAMETER X-STG EXTRA STRONG -' - - - - - - ' I.E. WVERT ELEVATION XX-STG DQ(JBLE EXTRA STRONG � � ( �r/1 I.F. INSIDE FACE c� � YD YARD m FLAN - JOIST HEAD-OUT SCALE: 3�4" = 1'-0" � � 10 � JOIST HEAD-OUT DETA �S 11 '