4424 RIVERFRONT BLVD 2017 Plans 2025-08-29

WALL PLATE NAILING PER SCHED. FOR UPPER WALL FLOOR NAILING PER STRUCTURAL NOTES TJ BLKG. PANEL ----� 10d 0 6" O.C. --- TJ PER PLAN —J WALL AND CEILING PER ARCH. UPPER WALL: UPPER WALL: BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL WALL PLATE NAILING PER PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL NOTE: NO WALL ABOVE AT SIM. FLOOR NAILING PER FLOOR NAILING PER STRUCTURAL NOTES P.E.N. PER UPPER WALL STRUCTURAL NOTES P.E.N. PER UPPER WALL NOTE: IF PANEL SHEATHING REMOVED I NOTE: IF BLOCKING PANEL REMOVED AT ONE BAY FOR FOR MECH./PLUMBING, AT ONE BAY FOR FOR MECH./PLUMBING, P.E.N. PER LOWER WALL RELOCATE PLATE NAILING/FRAMING ANCHORS R CATE PLATE NAILING/FRAMING ANCHORS TO ADJACENT BAYS TO ADJACENT BAYS PANEL SHEATING/NAILING TO MATCH LOWER WALL LSL RIM JOIST -- PANEL BREAK ____ P.E.N. PER LOWER WALL TJ PER PLAN I TJ PER PLAN � LOWER WALL- BEARING/SHEAR WALL PER PLAN AND SCHEDULE SCALE.- 3/4 '_ 1'-0" JOISTS PARALLEL ❑1 TYPICAL EXTERIOR WALL TO FRAMING I� M TOP PLATE NOT USED CONT. RIM JOIST PROVIDE (4) LTP4 EACH SIDE OF '0�\_BEAM PER PLAN DROPPED BEAM SCALE: 3/4' = 1'-0" 11 TYP. TOP PLATE SPLICE AT DROPPED BEAM I16 NOT USED WALL ANU PER ARgtwuNU _ J� P.E.N. PER LOWER WALL LOWER WALL- BEARING/SHEAR WALL PER PLAN AND SCHEDULE SCALE: 3/4 '= it -ow JOISTS PARALLEL 0 TYPICAL INTERIOR WALL TO FRAMING 70 NOT USED u�r 9F1 AA\IT ni\E IAI[►T TOF SCALE: J/C = i'-a' 12 TYP. TOP PLATE SPLICE AT DROPPED BEAM UPPER WALL* BEARING/SHEAR WALL PER PLAN AND SCHEDULE NOTE: NO WALL ABOVE AT SIM. P.E.N. PER UPPER WALL TJI BLOCKING PANEL WALL AND CFJUN6 - P.E.N. PER LOWER WALL PER ARCH. P LOWER WALL- BEARING/SHEAR WALL PER PLAN AND SCHEDULE SCALE: 3/4 '_ 1'-0' JOISTS PERPENDICULAR [:E TYPICAL INTERIOR WALL TO FRAMING \ NOTE: PROVIDE WEB STIFFENERS IF REWIRED BY JOIST MFR. BUNDLED JOISTS PER PLAN (2) 0.162 X 3.5" NAILS AT 12" O.C. EA. SIDE STAGGERED JOIST PER WEBFILLER BLOCKSI JOISTS PER PLAN PLANREQ. AT BUILT UP 'I' JOIST HANGER JOISTS JOIST HANGER TO MATCH JOISTS -SEE STRUCTURAL NOTES SECTION 06103 U.N.O. PER PLAN "I" JOIST DIMENSIONAL LUMBER SCALE: 3/4' = 1'-0' 8 TYPICAL BUILT-UP BEAM UNLESS HANGERS/HARDWARE ARE SHOWN ON PLANS, BEAMS BEARING ON STUD WALLS SHALL BE ANCHORED W/(4) Sd TOENAILS BEAM BEAM PER PLAN PER PLAN —� (2) 8d TOENAILS (2) EACH SIDE EACF (2) STUDS ON PLANS EXTERIOR INTERIOR WALL WALL SCALE: 3/4 '= 1'-0" 13 TYPICAL BEAM TOENAILING WALL PLATE NAILING PER SCHED. FOR UPPER WALL FLOOR NAILING PER STRUCTURAL NOTES TJ PER PLAN —' WALL AND CEILING PER ARCH. UPPER WALL- BEARING/SHEAR WALL PER PLAN AND SCHEDULE P.E.N. PER UPPER WALL P.E.N. PER LOWER WALL LSL R[M JOIST PANEL SHEATING/NAILING TO MATCH LOWER WALL PANEL BREAK P.E.N. PER LOWER WALL �--- LOWER WALL- BEARING/SHEAR WALL PER PLAN AND SCHEDULE SCALE.- a/a "= t'-o' JOISTS PERPENDICULAR [:E TYPICAL EXTERIOR WALE TO FRAMING JOIST HANGER TO MATCH JOISTS - SEE STRUCTURAL NOTES SECTION 06103 U.N.O. PER PLAN STUDS A'_n" TYPICAL TOP PLATE SPLICE AT NON BEARING WALLS HEADERS: � a ww � � � 2 2X8 0 2X4 WALLS (2) 2X4 MIN. 16' O.C. iYP. w a �2; 2X8 W�INSUL07X6 WALLS � � U.N.O. UNLESS NOTED Ar OTHERWISE PER PLAN \_SOLID OR JOIST I KING S1UD-1YP. L BLOCKING SEE JOISTS "A' FACE NAIL W/ JOISTS PER PLAN i FOR BALANCE 0.131' X 3' @ 8' O.C. AT BEARING WALLS STAGGERED iYP. BED PERPLANTRIMMER STUDS:AT NON -BEARING WALLS (i) TRIM STUD FOR OPENINGS UP TO 6'-0' WIDE (1) TRIMMER STUD (2) TRIM STUDS FOR OPENINGS GREATER THAN 6'-0' UNLESS NOTED OTHERWISE PER PLAN A: FLUSH BEAM B: DROPPED BEAM C: PARTIAL DROP � 1111 1111 11 11-4 g�q• _ �•_p" SCALE: 3/4� = 1f-0* 0 TYPICAL FRAMING TO BEAM EO TYPICAL HEADER AT STRUCTURAL WALL 8d EA. A l\LAP LSL RIN 8d EA. LAP JOIST 4" SECURE TO BEAM W/ (3) 0.131" DIA. X 2.5" MIN. TOENAILS I TOP PLATE SPLICE SEE 5 SOLID 2X THIS SHT. BLOCKING AT PANEL BLOCKING HANGERS AS REQ. S AT 0 0 U � Z w co � co ® � C Q) Lo co co v � � cQ ti c W ^ vs U Z CO f rc(/) - co o .-i c\2 n M �ro NOTE: SEE ARCH. FOR STAIR DIMENSIONS NOTE: WEB AND BLOCKING REQUIREMENTS 0.148"X3.25" STIFFENER AS REQ'D 0 4 O.C. PER JOIST SUPPLIER 2X4 SQUASH BLOCK L = HORIZONTAL RUN STAGGERED 2X12 STRINGERS FOR L<84" ---� SHOP DRAWINGS QTY. TO MATCH STUDS/POST ABOVE 1.75X14 LVL STRINGERS FOR 84"<L<140" �\ (3) 8d CLENCHED TOP PLATES E-E BEYOND CL ---n----I-�--- -- _.—._ WALL STUD 00 1 MIN. I I I I LANDING PLATE I I I I II II II II I ( II II STRINGERS ui lull ini 1n1 i WEB snFFENER En. NOTE: SQUASH I I i I —�- w = WIDTH ODE 3/e X 2 BLOCK REQ'D WHEN —T--� ' I (3) STRINGERS FOR W<42" Z" VERIFY 5/16' MIN. POSTABOVE (4) STRINGERS FOR 42'<W<48" JOIST TO BRG. PL. WEB STIFFENER SQUASH BLOCK ELEVATION AT WALL SEC110N E-E AT WALL SCALE: 3/4' = 1'-0' SCALE: 3/4' = 1$-0N 14 I -JOIST NAILING REQS. AT BEARING 15 TYPICAL STAIR FRAMING UPPER WALL; - WALL PLATE NAILING PER UPPER WALL- BEARING/SHEARWALL WALL PLATE NAILING PER BEARING/SHEAR WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL FLOOR NAILING PER P.E.N. PER UPPER WALL FLOOR NAILING PER P.E.N. PER UPPER WALL STRUCTURAL NOTES STRUCTURAL NOTES P.E.N. PER LOWER WALL 2X BLOCKING DIAPHRAGM NAILING BLO K FL R DIAPHRAGM EDGES BLOCK FLOOR DIAPHRAGM EDGES BEAM/HDR 0 SIM.JOIST i PER PLANP.EN. PER LOWER WALL � ` PTil ER PLAN I 2X RIM JOIST PANEL SHEATING/NAILING TO MATCH LOWER WALL SOLID/TJ1 P.E.N. PER LOWER WALL LOWER WALL: BLOCKING BEAM/HDR 0 SIM. BEARING/SHEARWALL WALL AND CEILING PER PLAN AND SCHEDULE PER ARCH. LOWER WAIL: NOTE: PROVIDE WEB BEARING/SHEAR WALL REINFORCING PER JOIST PER PLAN AND SCHEDULE SCALE: s/a' _ �'-o' JOISTS PERPENDICULAR 3/4' = t'-o' RE4ui�ar� 17 NOT USED 18 NOT USED 19 LOAD TRANSFER DETAIL 20 TYPICAL CANTILEVER FLOOR DETAIL Q u, o O ca o 4z '* O.- Lo a a a .— N 4t w o a W. Ln � 0 J 2z v a cn a W V) z a V) a 0 O Z o cV t: U V Q U � 0 Z d• M N W cn r--a ct a) bwo rmm� ct 4_4 ct If (73 ct w a° 59.0