4502 RIVERFRONT BLVD 2015 Plans 2025-08-29

WALL PLATE NAILING PER UPPER WALL• UPPER WALL: UPPER WALL: UPPER WALL: SCHED. FOR UPPER WALL BEARING/SHEAR WALL INALL PLATE NAILING PER BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL o PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE � FLOOR NAILING PER NOTE: NO WALL ABOVE AT SIM. NO1E: NO WALL ABOVE AT SIM. a, STRUCTURAL NOTES ----- FLOOR NAILING PER FLOOR NAILING PER STRUCTURAL NOTES P.E.N. PER UPPER WALL STRUCTURAL NO1ES P.E.N. PER UPPER WALL FLOOR NAILING PER � � STRUCTURAL NOTES �� 4'-0" � � P.E.N. PER UPPER WALL NOTE: IF PANEL SHEATHING REMOVED ( NO : IF BLOCKING PANEL REMOVED ( P.E.N. PER UPPER WALL (20) 12d � � TJI BLKG. PANEL - 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 RE OCATE PLATE NAILING/FRAMING ANCHORS P.E.N. PER LOWER WALL � � `� 10d � 6" O.C. --� TO ADJACENT BAYS TO ADJACENT BAYS �— TJI BLOCKING PANEL " � � .� � � LSL RIM JOIST Q ,� �— PANEL SHEATING AILING C= ( I I �' � � PANEL SHEATING/NAILING � �� TO MATCH LOWER WALL � - TO MATCH LOWER WALL TOP 1E � � � _ _,:_ ____ _ LSL RIM JOIST � __ _ _ �__. ._._..- _._----------, � — PANEL BREAK =-�- ___,.. . _=--- --- �—,- --- -===�T-�__-�-= --- -----__.__ _-----------, --- ---____ ,---------- -------_----------------,.------ I PANEL BREAK tU o � � � TJI PER PLAN — P.E.N. PER L04VER WALL TJI PER PLAN E TJI PER PLAN i I TJI PER PLAN - P.E.N. PER LOWER WALL STUDS � � ^ W WALL AND CEILING "�' WALL AND CEILING __------- � � � P.E.N. PER LOWER WALL WALL AND CEILING � - P.E.N. PER LOWER WALL WALL AND CEILING ( - o PER ARCH. PER ARCH. i _ PER ARCH. � PER ARCH. -�� � � � LOWER WALL• LOWER WALL• LOWER WALL: - LOWER WALI: NOTE: _,_, � BEARING SHEAR WALL BEARING SHEAR WALL BEARING SHEAR WALL BEARING SHEAR WALL SPLICE & NAIL TOP PLA�ES � z � PER PLAN AND SCHEDULE PER PLAN AND SCHEDULE PER PL N AND SCHEDULE PER PLAN AND SCHEDULE AS SHOWN � ALL EXTERIOR, � PLUMBING, PARTY & SHEAR � � o SCALE: 3/4 "_ �'—o" JOISTS PARALLEL SCALE: 3/4 "_ �'—o" JOISTS PARALLEL SCALE: 3/4 "_ �'—o° JOISTS PERPENDICULAR scA�: 3/4 "_ �'—o" JOISTS PERPENDICULAR SCALE: 3/4 "_ �'—o" AND AT ROOF. , cn .� � [� TYPICAL EXTERIOR WALL TO FRAMING 2 TYPICAL INTERIOR WALL TO FRAMING 3 TYPICAL INTERIOR WALL TO FRAMING 4 TYPICAL EXTERIOR WALL TO FRAMING 5 TYPICAL TOP PLATE SPLICE � �z� � 1 � ��s� �-0�� ❑ ❑ ❑ ❑ .� _ �.� . U ��t$ � ri�:�. . . . �, � r ,H :. �. - _-- „w�4�� > .z . ' '._;��c>:. �— BUNDLED JOISTS PER PLAN NOTE: PROVIDE WEB STIFFENERS � � IF REQUIRED BY JOIST MFR. TOP PLATE � ��rt} o - JOIST HANGER TO MATCH LAP JOIST 4° , JOISTS - SEE STRUCTURAL SECURE TO BEAM W/ �., j � � (2) 0.162 X 3.5" NAILS AT NOTES SECTION 06103 U.N,O. SOLID 2X THISCSHTSEE 5 � �' �� a PLYWOOD 12" O.C. EA. SIDE STAGGERED PER PLAN (�) 0.131° DIA. X 2.5" MIN. gLOCKING AT � � • - ' � aZ TOENAILS HANGERS PANEL BLOCKING � o 0 I ` � AS REQ. � AT NON BEARING WALLS� �'�.�,�� ~' � HEADERS: �HEADERS: ? STUDS AT ! ' Z 16° O.C. TYP. 2 2X8 � 2X4 WALLS (2) 2X4 MIN. �� w Q � �2� 2X8 W/INSUL.�2X6 WALLS - � ��- U.N.O. UNLESS NOTED , , E , I , , , o e ( � OIHERWISE PER PLAN � � � � � � � � � � \ \ � JOIST PER -WEB FILLER BLOCKS I JOISTS PER PLAN SOLID OR JOIST ' Q o � � o I r P L A N — R E Q. A T B U I L T U P "I° I B L O C K I N G KING STUD-TYP. Q � � � � �"� cv S E E D E T A I L °A° FACE„NAIL„W/ � o o O � � �- JOIST HANGER JOISTS JOISTS PER PLAN i FOR BALANCE JOIST HANGER TO MATCH AT BEARING WALLS 0.131 X 3 � 8 O.C. r- � JOISTS - SEE STRUCTURAL STAGGERED TYP, w NOTES SECTION 06103 U.N.O. BEAM PER PLAN lTRIMMER STUDS: AT NON-BEARING W LLS � o P E R P L A N (1) TRIM STUD FOR OPENINGS UP TO 6'-0" WIDE (1) TRIMMER STUD � w � (2) TRIM $�1DS FOR OPENINGS GREAIER THAN 6'-0° o UNLESS NOTED OTHERWISE PER PLAN w "' °I° JOIST �DIMENSIONAL LUMBER� A: FLUSH BEAM, B: DR�pPED �AM. C: PARTIAL DgOP. � o J � C,aj O SCALE: 3/4" = 1'-0" 3/4" = 1'-0° SCALE: 3/4" = 1'-0" z "� o � o 0 NOT USED 07 NOT USED 8 TYPICAL BUILT— UP BEAM 9 TYPICAL FRAMING TO BEAM 10 TYPICAL HEADER AT STRUCTURAL WALL � � � 0 ❑ ❑ � � _ � NO1E: SEE ARCH. FOR STAIR DIMENSIONS Z � z a ¢ NO1E: WEB AND BLOCKING REQUIREMENTS 0.148"X3.25" - � �' � � � UNLESS HANGERS/HARDWARE ARE SHOWN � n �`' N a � Q ON PLANS, BEAMS BEARING ON STUD WALLS STIFFENER AS REQ D � 4 O.C. I I o 5� � m � SHALL BE ANCHORED W/(4) 8d TOENAILS PER JOIST SUPPLIER 2X4 SQUASH BLOCK L = HORIZONTAL RUN STAGGERED -��. ;i a � Z � 2X12 STRINGERS FOR L<84' �`--------� � � o � � SHOP DRAWINGS QTY. TO MATCH � STUDS�POST ABOVE 1.75X14 LVL STRINGERS FOR 84"<L<140" ,� o � w w Q --�,,`,T—- � c� o � a � 8d EA. FLANGE � �- -� -- -�' �� -- _ � BEAM BEAM ° z CONT. RIM JOIST MST 37 CONT. RIM JOIST PER PLAN PER PLAN LSL RIM (3) 8d CLENCHED TOP PLATES \''�� '`' �' � E-E BEYOND TOP PLATE -I TOP PLATE 8d EA. SIDE ¢ -----. ---_.,_ ��___ o-- _ _ ------------------ -:_- ____ � �, - -- --- - - - - -- - - <c - --�� - - - �-� - -- -- -- ' e ° ° � � ` I I WALL STUD � � � � � � ��/� 1/ ' MIN. C'T I I I I LANDING _. . .. . .. . :. . _. . _. > .. . ,_ . PLATE � I I I I STRINGERS : : � � „ (2) 8d TOENAILS (2) 8d TOENAILS I I I� �� EACH SIDE EACH SIDE --- - � I I I I ' ,u; ,u; '' r""'� ui ui � + � PROVIDE (4) L7P4 � � � � ' - -� L, - I `.v EACH SIDE OF (2) STUDS U.N.O. � � � �u Y Y DROPPED BEAM BEAM PER PLAN BEAM PER PLAN ON PLANS ' - - I I I I ' T '; 'd'� I N T E R I O R WEB STIFFENER EA. NOTE: SQUASH ;I E X�ALL R � ° ' i I I I �� W = WID TH b' VERIFY � WALL SIDE 3/4 X 2 BLOCK REQ D VI�IEN 5/1 6 M I N. —� P O S T A B O V E � (3) STRINGERS FOR W<42" - � {4) STRINGFRS FOR 42"<W<48" Q JOIST TO BRG. PL. WEB STIFFENER SQUASH B'LOCK ELEVATION AT WALL � SECTION E-E AT WALL �(� SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0° SCALE: 3/4 "= 1'-0° SCALE: 3/4° = 1'-0° SCALE: 3/4" = 1'-0° ��/ 11 TYP. TOP� PLATE SPLICE AT DROPPED BEAM 2 —J L � ❑ 1 0 T Y P. T O P P L A T E S P L I C E A T D R O P P E D B E A M 1 3 T Y P I C A L B E A M T O E N A I L I N G 1 4 I O I S T N A I I N G R E Q S. A T B E A R I N G 1 5 T Y P I C A L S T A I R F R A M I N G . � UPPER WALL: UPPER WALL: BEARING/SHEAR WALL � � WALL PLA1E NAILING PER BEARING/SHEARWALL WALL PLATE NAILING PER PER PLAN AND SCHEDULE-- � � SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL o FLOOR NAILING PER P.E.N. PER UPPER WALL � � � FLOOR NAILING PER P.E.N. PER UPPER WALL STRUCTURAL NOTES � � � STRUCTURAL NOTES f � •� �,,, P.E.N. PER LOWER WALL � 2X BLOCKING — DIAPHRAGM NAIUNG � � O � � � � � �T , � o � BLO K FL R r'�1 � � N DIAPHRAGM EDGES BLOCK FLOOR � � � � I DIAPHRAGM EDGES � . � � � � O BEAM DR � SIM. ! � �i � � JOIST � j i� i ' � � PER PLAN P.E.N. PER LOWER WALL ; _. TJI ^ � PANEL SHEATING/NAILING i PER PLAN ( 2X RIM JOIST �� TO MATCH LOWER WALL I �-+ ( SOLID/TJI ( � P.E.N. PER LOWER WALL �.� v � L04YER WALL: BLOCKING BEAM/HDR � SIM. � � w � BEARING/'SHEARWALL WqLL AND CEILING PER PLAN AND SCHEDULE PER ARCH. -- LOWER WAL'L• NOTE; PROVIDE WEB BEARING/SHEAR WALL PER PLAN AND SCHEDULE REINFORCING PER JOIST SCALE: 3/4" = 1'-0" JOISTS PERPENDICULAR 3/4" = 1'-0� MANUFACTURER REQUIREMENTS 16 NOT USED 17 NOT USED 18 NOT USED 19 LOAD TRANSFER DETAIL 20 TYPICAL CANTILEVER FLOOR DETAIL •