3810 RIVERFRONT BLVD BLDG B 2025-07-07

Floor/Roof Framing Notes Framing Legend Joist schedule Bearing Wall Stud Schedule 1. FRAMING-PREMANUFACTURED JOISTS PER PLAN. SECURE JOIST TO TOP PLATE NTH(2)Bd NUMBER OF BUNDLED MARK JOIST NAILS BLOCKING AT BEARING AND SHEARWALLS SHALL BE PER BEARING WALL AND SHEARWALL 03 STUDS BELOW AT SUPPORT WALL TYPE LEVEL PLATE SIZE STUD SIZE AND SPACING, U.N.O. RIM/BLOCKING o SCHEDULE USE IUS HANGERS TO MATCH JOIST SIZE AT FLUSH FRAMING CONDITIONS. J-1 11 7/8'TJ 110 0 16'O.C. ro BEAM SIZELEVEL 6 2X6 OF 2X6 0 16"O.C. DF#2 1 3/4" LSL RIM 2 FLOOR SHEATHING SHALL BE GLUED AND NAILED. PER BEAM SCHEDULE J-2 (2)11 7/8'Td 210016-O.C. EXTERIOR LEVEL 5 2X6 OF 2X6 0 16"O.C. DF#2 1J-3 11 7/8'TJ 110 0 24'O.C. LEVEL 4 2X6 OF 2X6 0 16O.C. DF#2 1 3/4" LSL RIM 3/4" LSL RIM 9 " 3. WALLS INDICATED ARE BELOW THE FRAMING LEVEL SEE BEARING WALL SCHEDULE THIS SHEET. FB-FLUSH BEAM J-4 11 7/8'TJ 230 0 24'OCLEVEL 3 2X6 OF 2X6 0 16"O.C. DF#2 1 3/4" LSL RIM 6 4. PLUMBING,MECHANICAL ..AND ELECTRICAL SYSTEMS SHALL BE DESIGNED AND BUILT TO DB-DROPPED BEAM LEVEL 2 2X6 OF 2X6 0 16"O.C. OF#2 1 3/4" LSL RIM Z ACCOMMODATE 3/8"PER FLOOR WOOD SHRINKAGE HR-HEADER SEE 1/S9.01 ,F5 9 1/2"TJ 230 012"O.C. CORRIDOR LEVEL 6 2X6 OF 2X6 0 16"O.C. DF#2 3 1/2" LSL RIM rn LEVEL 5 2X6 OF 2X6 0 16"O.C. DF#2 3 1/2" LSL RIM 5. SEE DETAIL 1/S9.01 FOR TYPICAL HEADER/BUNDLED SND CONSTRUCTION. i --- INTERIOR BEARING WALL J-6 16'TJ 110 016'O.C. LEVEL 4 2X6 OF 2X6 0 16"O.C. DF#2 3 1/2" LSL RIM SEE SCHEDULE THIS SHEETLEVEL 3 2X6 OF 2X6 0 16"O.C. DF#2 3 1/2" LSL RIM 6. SEE ARCHITECTURAL PLANS FOR DRAFTSTOP AND VENTING LOCATIONS J-7 16'TJ 110 0 24'O.C. LEVEL 2 2X6 OF 2X6 0 16"O.C. OF#2 3 1/2" LSL RIM 7. SEE ARCHITECTURAL PLANS FOR DIMENSIONS AND TOP PLATE ELEVATIONS. FLOOR DECK INTERIOR LEVEL 6 2X4 OF 2X4 0 16"O.C. DF#2 1 3/4" LSL BLK'G LEVEL 5 2X4 OF 3X4 0 16"O.C. DF#2 1 3/4" LSL BLK'G 8. SOME SHEARWALLS REQUIRE 3X FRAMING AT PANEL EDGES SEE SHEARWALL SCHEDULE ON LEVEL 4 2X4 OF 3X4 0 16"O.C. DF#2 1 3/4" LSL BLK'G Q) F SHEET 51.03. LEVEL 3 2X4 OF (2)2X4 0 16"O.C. DF#2 1 3/4" LSL BLK'G L 9. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE.SEE SHEET 59.01 FOR LEVEL 2 2X4 OF 2 3X4 0 16"O.C. DF#2 (2)1 3/4" LSL BLK'G C BEAM HANGER SCHEDULE. LEVEL 6 DBL.2X4 DF 2X4 0 16"O.C. DF#2 1 3/4" LSL BLK'G LU > INTERIOR 0 LEVEL 5 DBL 2X4 OF 3X4 0 16"O.C. DF 2 1 3 4" LSL BLK'G 10. PROVIDE JOIST OR BLOCKING ATOP SHEARWALLS 2-BR END # / o UNITS AND LEVEL 4 DBL 2X4 OF 2 3X4 0 16"O.C. DF#2 1 3/4" LSL BLK'G 11. BUNDLED STUDS FROM THIS LEVEL SHALL BE CONTINUED DOWN TO PT SLAB OR SUPPORTING UNDER ROOF LEVEL 3 DBL. 2X4 OF 2 3X4 0 16"O.C. DF#2 (2)1 3/4" LSL BLK'G y'�, BEAM. DECK LEVEL 2 DBL 2X4 OF 2 3X4 0 16"O.C. DF#2 2 1 3/4" LSL BLK'G O o vi 12. PROVIDE BLOCKING AT ALL BUNDLED STUDS,SEE DETAIL 4/S9.01. Wood Beam Schedule PARTY LEVEL 6 DBL. 2X4 OF DBL. 2X4 0 16"O.C. DF#2 13/4" LSL RIM/BLK'G LEVEL 5 DBL 2X4 OF DBL.2X4 0 16" O.C. OF#2 1 3/4" LSL RIM/BLK'G om 6 13. ALL BEAMS AND HEADERS SHALL HAVE A MINIMUM OF(1)FULL HEIGHT STUD AT EACH END FOR TYPE SIZE HANGER LEVEL 4 DBL 2X4 OF DBL. 2X4 0 16"O.C. DF#2 13/4" LSL RIM/BLK'GN ^" BRACING TYPICAL UNLESS NOTED OTHERWSE XX-1 4X8 HUS48 LEVEL 3 DBL. 2X4 OF DBL.3X4 0 16" O.C. OF#2 1 3/4" LSL RIM/BLK' 14. PROVIDE MINIMUM(2)2X BUNDLED STUDS UNDER EACH BEAM END,TYPICAL UNLESS NOTED XX-2 6X10 HU610 LEVEL 2 DBL 2X4 OF DBL.3X4 0 16" O.C. OF#2 1 3/4" LSL RM/BLK' LE OTHERWISE. XX-3 LSL 1 3/4 X 11 7/8 HU11 STAIR /VENT LEVEL 6 2X6 OF 2X6 0 16"O.C. DF#2 1 3/4" LSL RIMELEVATOR LEVEL 5 2X6 OF 2X6 0 16"O.C. DF#2 1 3/4" LSL RIM 15. SEE DETAILS ON SHEET 59.01 FOR TYPICAL CORNER FRAMING DETAILS. XX-4 PSL 3 1/2 X 11 7/8 HHUS410 WALLS LEVEL 4 2X6 OF 2X6 0 16"O.C. DF#2 1 3/4" LSL RIM LEVEL 3 2X6 OF 2X6 0 16"O.C. DF#2 1 3/4" LSL RIM 16. SEE 15/S9.01 FOR TYPICAL STAIR FRAMING DETAILS. XX-5 PSL 5 1/4 X 11 7/8 HHUS5.5/10 LEVEL 2 2X6 OF 2X6 0 16"O.C. DF#2 1 3/4" LSL RIM 17. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH PLYWOOD.USE TYPE P6 SHEARWALL,TYPICAL XX-6 I PSL 7 X 11 7/8 HGU7.25-SDS BEARING WALL NOTES U.N.O. XX-7 LSL 3 1/2 X 7 1/4 HHUS48 1. SEE SHEARWALL SCHEDULE SHEET 57.02 FOR WALL SHEATHING,ADDITIONAL PLATE AND STUD REQUIREMENTS, 59.01 FOR NOTCHES AND HOLES IN STUDS. BLOCKING AND PLATE NAILING. SEE SAWN LUMBER STRUCTURAL NOTES SHEET 57.00 FOR SPECIES AND 18. SEE DETAIL 3/S9.01 GRADE OF WALL PLATES AND STUDS. 19. SEE 12/S9.03 AND 13/S9.03 DETAILS FOR ROOF TOP MECHANICAL EQUIPMENTS. 2.SECURE SILL PLATES TO CONCRETE W/5/8'DIA.A.B.W/7"EMBED INTO CONCRETE SLAB AT 48" SEE MECHANICAL DRAWINGS FOR LOCATIONS TYPICALLY U.N.O. REFER TO SHEAR WALL AND HOLD-DONT!SCHEDULE FOR ADDITIONAL ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATIVE TREATED WOOD IS USED,REFER TO NOTE SECTION 06071 FOR "o o CORROSION PROTECTION REQUIREMENTS FOR CONNECTORS. 3.SEE DETAIL 2/S9.00 FOR TOP PLATE SPLICE. PROVIDE ADDITIONAL CONNECTORS AT SHEAR WALLS AS INDICATED ON THE PLANS. 4.BUNDLED STUDS AT PARTY WALL LOCATIONS TO BE 2X6'S. 0 0 0 G O N O O N O O \\\\ O O M h ro M p 0 W O �+ n N N N Z Note: z w F ALL SECTION CUTS w 5 w 0 ARE TIPICAL > j w a o y�c 0 N 0 3 U Z U O ] N a z =1 z U U U v J ^3 O 0 w m N c4 c7 d z zl z w x� a �I L 1 2 4 .1 1 7.5 8.5 9.5 10 0.5 11 1.3 12 2.2 13 .1 i 14 Z y0 I I I II I II I I I I I I I I I I I I I I I I � I I I II I II I I I I I I I I I I I I I I I I K F9-3 F9-3 FB-3 F13-3 FS-3 FB-3 FIB-3 FS-3 FT3-3 F$-3 F5-3 F13-3 F13-3 F5-3 -3 F13-3 FS-3 -3 - _-_-_-_ _-_ _ _-_ __ ___-;:Z-41L- _-_- _-_ 7 J ------- - ------- ----- -- - ---- ---- --- - ------- ----- -- -- - --- - ---- - ----- --- - -- ---- ----- -- 1.5 ------- �- ----- - ---- J-1 I _ J-I J-I J-I 1 - - - - - - - - -- - - - - - - - ----------- --- ------- -- - - -------- - 2- - - - - - - - - - - - - - - - - - C3 ER WALL unit 7 s 2 2 H - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ® - - - - of22 X21 2 ® n n ®- 2 I 7 I ® - 2® �� C3 s.o I P_� G ------- - - - -- --- ----- - ---- - --- - ----- ----- - ----- - ----- --- - - ----- ©- --- --- -- ERo ' .JOI T ER 2 2 2 2 �/JJ F ------ -- 1 --- --}��-~ ---� Er --- - - --- --� - --- ----- - - -- --- - - -- --- -- -- - -- ----I -- - -�- .l--I 1 1 1 _ _ _ _ _ _ _ _ E - ----- it II IM "I" 7 D,5 J-6 J-6 D.3 ------- -T- - - -- 3 3 m - - - - - E7C a CD m ® ® 2 _ I O - C -- -- -- - -- - - 3- - - - - 2 - -�2- - _�I - - 2 -- -�- -�:FP 2 - 2 2� 2 _ DBL. IST ER L - --------- --- - - -- -- -�----- --- -- - - --- -- -- --- ----- ---- --- --- - c ------- I -- - o --- ® 915 D 1 e 2 ® 3 D C2 -o - 2 2 I ®® ER UAdLL ER WALL 02 - 2 2 02 - 3 -02 (2) - 3 1 t xrc J-1 2 02 - J-1 a•. �* J-I J-I J-I J-1 r..i 6.3 ----- - �,- ------- - ----- J-I I-L J-I t" N rr B ------- - --------- ---- ---�---- ------ ---- ----- --- --- - ate® - ----- - ----- --- --- - --- ----- - - ---n-- n�3 - s~ -3 - FB-3- -FB-3 F$-3 FB-3 F14x6' F$-3 FB-3 F$-3 -i$-3 - FB-3 F5-3 -X FB-3 y,(` V 9.0 ECK BY OTHERS I > CK BY OTHERS w � � N °mow GRAPHIC SCALE Bldg. B Level 3 Wood Framing Plan (South) -8 0 4 8 16 C SCALE: 1/8" = 1'-0" REFERENCE (IN FEET) 54. 11 B 1 inch= 8 ft. 0 RCI - dwg CONTROL DATE -03101-2021