4603 RIVERFRONT BLVD 2019 Plans 2022-12-02

� ' WALL PLATE NAILING Pp2 UPPER WALL: UPPER Y�ALL: UPPER WALL• UPPER WALL: ' SCHED. FOR UPPER WALL BEARING/SFIEAR WALL 1kALL PLATE NAILING PER BEARING/SHEAR WALL WALL PLATE NAIUNG RER BFARING/S'FIEAR WAtl WAL! PLATE NAILING PER BEARING/SHEAR WAIJ. o PER PLAN AND SCHEDUlE SCH@. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. F4R UPPER WALL PER PLAN AND SqiEDULE SCHED. F�t UPPER WALL PER PLAN AND St�iiEUULE � - FLOOR NAIUNG PER � NOTE: NO WAlL ABQVE AT �M. NOTE: NO WALL ABOVE AT SIM. , STRUCTURAL NOTES FL�R NAlL1NG PER FLOOR NAILING PER � STRUCTURAL NOTES P,E.N. PER UPPER N1ALL STRUCNRAL NOTES P.E.N. PER UPPER WALL FLOOR NAILING PER � ; S��V�I�I"�L. �OIW - 4A-�� ' u P.EN. PER UPPER WALL � � � P.EN. PER UPPER WALL NOTE: IF PANEL SHEATHING RE�+IIOVED I NO • IF BLOCKING PANEL REMOI�D ( U � E (20) 12d '.; Z c� TJI BLKG. PANEI. AT ONE BAY F�t FOR �IECH./PUIMBING, AT QNE BAY FOR F� MEqi./PLUMBING. P.EN. PQZ L4WER WALL ' '- � �-• P.EN. PER LOWER WALL RELOCAIE PLATE NAfUNG/FRAMING AAPIICHORS OCATE PLATE NAIIJNG/FRAklING ANCHQRS T.� BLOCKING PANEL � v 1 0 d � 6' O.C. T O A D J A C E N T B A Y S TO ADJACEMT BAYS � .,� . l,�.. RlM JOIST � �'^ ,,- o r-+ �3. ' '_ W ".tt � O — PNdEL S�-IEAl1NG/PIAIUNG ( I PANEL SHEA�tNG/NAiI.lNG ,, � �; �ci , TO MATCH LOVI�R WALL TOP TE -�� + y � '� � . TO MATCH LOWER WALL LS'L RIM �IST � - � � o PANEL BREAK _ PANEL BREAK � � � � a� • P.EN. PER LOY�ER WAtl TJ PER PLAN � TJI PER PLAN P.EN. PER L01tJER WALL STUDS �� ; TJI PER PLAN I T� PER PLAN .�� W � WALL AND CEILING WAl1 RND CEIt1NG P.EN. PER LOYVER WALL WALL AND CQUNG P.EN. PER LOWER WAtL WALL AND CEIUNG p � c� . PER ARCH. PER ARt�I. PER AR(�i. PER ARG-I. , �- � u� � d, LOWER WALL: NOTE: -� c�i ►n LOV�ER WALL• LOVVER WALL• LOWER WAlL• SPU� dt NAIL TOP PI.ATES U z � B E A R I N G/S'�I E A R W A I L B E A R ING/S N E A R W A t l. BEARIN6/SHEAR WAIl BEARING/S"F1EAR 1NAll. AS SHOWN � All EXTERIOR, � � PER P!_AN AND SqiEDULE PER PLAN AND SCHEDUIE PER PLAN AND SCHEDULE P E R P L A N A N D S C N E Q l 1 l E PLUMB[NG, PARTY dc SHEAR +i"-� � o J O(S T S P E R P E N Q I C U L A R ._ . , AND AT ROOF. cn � � � SCALE 3/4 '= t'—o' JOISTS PARALLEL �� 3�4 -_ ��_Q• JOISTS PARALLEL SCALE: 3/4 "= t'—o' JOISTS PERPENDICULAR SCALE: 3/4 '= t'—o" SCA�E: 3/4 - t—o - _ _ R WALL TO FRAMING 3 TYPICAL INTERI�R UUALL TO FRAMING 4 TYPICAL EXTERIOR WALL TO FRAMING [�5 TYPCCAL TOP P�ATE SPLICE .%�; r— ;��., ;; ,a�" r �� 1 TYPICAL EXTERIQR WALL TO FRAMING 2 TYPICAL INTERIO C� ❑ � 0 U :{ . :t, . �� BUNDLED �ISTS PER PLAN -- � NOTE: PROVIDE 1P3EB ST1FfENERS � �f o IF REQUlREQ BY J(NST MFR. JtNST HANGER TO I�ATq�I LAP �iST 4" �t� SEE 5 �, � l�'� ^ � (2) 0.162 X 3.5' NAILS AT '�S� - � �UCTURAL . SE(�1RE TO BEAM W/ 12 O.C. EA. SIDE STAGGERED NOTES SECTIQN �103 U.N.O. * • S01J0 2X THIS SHT. �� . `�� ,a (3) 0.131 DIA. X 2.5 t�1N. p�„�y�tppp PER PLAN TOE�IAILS BLOGqNG AT �,, w ' ti a o Hp�,�� PANEL BL�iqNG o � I � � AS REQ. RING WALLS AT NON BEARING WALLS ��.?,��, � • I STUDS AT . HEADERS: NEADERS: ' J � ..Z 16" O.C. TYP. 2 2X8 0 2X4 WALLS (2) 2X4 MIN. �� � �2� 2X8 W/INSUL�22X6 WAtLS �� U.N.O. UNI.ESS NOTED � ' � OTHERIMSE PER PLAN �p co � d. cn � � r, p � � � � o � � M . JOIST PER WEB FlLLER BL�ICS » I JOISTS PER PLAN SOUD OR J(NST � M . KING ST11D-TYP. A co .r o � M � P L A N R E 4. A T B U I L T U P I I BLOqfING $� D E T A I L A F A C E N A I L W/ \ � ` \ M . 0 0 .- r r- r �IST HANGER �S STS PER PLAN . FOR BALANt� S T A1 G G f R E D T Y F. 0 C. � J O I S T H A N G E R T O M A T C H AT BEARING WALIS w � JOISTS - SEE STRl1CTURAL TRIMMER STUDS: AT NON-BEARING 1NALl.S NOTES SEC�IQN 06103 U.N.O. g� � P� (1) TRIM S1UD FUR OPENINGS UP TO 6'-0" �fDE- � . (1} 1RII�MER S1UD � w � . PER PLAN (2) TRI�1 STUDS FOR �ENINGS GREATER THAN 6-0 0 UNLESS NOTED 0�}iERWISE FER PLAN °� � , 'I" �IST DIMENSIONAL LUMBER g FLUSH BEAM B: DROPPED BEAM C: PART1AL DROP � � � J � V O � _ SCAt.E: 3/4' = t'-0° 3/4" = 9'-0" SCALE: 3/4' = 1'-0' o � o = H OT USED 8 TYPIGAL BUILT—UP BEAM 9 TYPICAL FRAMING TO BEAM 10 TYPICAL HEADER AT STRUCTURAL WALL ~ � a � 6 N O T U S E D 7 N [� W W 0 Q � � ❑ N NOTE: SEE ARqi. FOR STAIR DIMENSIONS Z z a a . NOTE: WEB A N D B L O C K I N G R E Q U I R E N f E N T S 0.1 4 8"X 3.2 5° � ��-, w � ¢ UNLESS HANGERS/HARDWARE ARE SHOWN S 1 1 F f E N E R A S R E Q'D � 4" O.C. o � � � � ON PLANS, BEAMS BEARING ON STUD WALi..S pER ,101ST SUPPllER 2X4 SQUpSH BL�fC L = HORIZONTAI RUN �q� a � Z N . S H A L L B E A N C H O R E Q W/(4) 8 d T O E N A t L S �i� pRAYVINGS QTY. TO MATCH 2 X t 2 S T R I N G E R S f O R L<8 4° n Q � 5 � � STl1DS J P O S T ABOVE 1.75X14 LVL STRINGERS FOR 84 d<140 o w w Q U O � O.. � 8d EA. FLAN(� ----------- BEAM BEAM TQP PL�►TES � LS� RIM (3) 8d CLENqiED � �+- M ca w C�IT. RIM �IST I�ST 37 C4N7 RIM �ST PER P�AN PER PLAN E-E BEY�+tD TOP PLATE TOP I�ATE 8d EA. SIDE � ----— ——--—-- — ————- n- ——� ————�--�—- —— � c.¢� � �o � � � : I II � � � WALL STUD � II II 1/ MIN. � � ( I I DING F�a,� II II S�tl�tc�tS � I � . (2} 8d TOENAILS (2) 8d TOENAILS � � , EACH SIDE EACH SlD� � ( � � �� PROVIDE (4) LTP4 2 STUDS U.N.O. � � 1 i uu ini � EACH �DE OF ( } rr r� � DROPPED BEAf�I �� 8� �'� P� ON PLANS WEB S1IFFENER EA. NOTE: SQUASH � I ( EXTERIOR INTERIOR � ( I ( W = WIDTH � � WA� S�DE 3/4" X 2 BLOqC REQb Y�F�EN 2" VERfFY �A�-�- 5�16' MIN, POST ABOVE (3) STRINGERS FOR W<42" � (4) STRINGERS FOR 42"<VJ<48° JOIST TO BRG. PL WEB S1IFFENER SQUASH BLO(�C ELEVAl10N AT WALL , , . » _ . M . � , SECTION E-E AT WALL � SCALE: 3/4 = 1-0 SCALE: 3/4 1-0 SCALE: 3/4 = 1-0 SCALE: 3 f 4" = 9'-0' SCALE: 3/4" = 1'-0' � . T QROPPED BEAM 13 TYPi�AL BEAM TOENAILING 14 I—JOIST NAILING REQS. AT BEARING 15 TYPICAL STAIR FRAMING • � TYP. TOP PLATE SPLICE AT DROPPED BEAM � 2 TYP. TOP PLATE SPLICE A C� 11 ❑ 0 a . � UPPER WALL: �pp� yypu; BEARING/SHEAR WALL � .�,� WALL PL,ATE NAtUNG PER BEARING/S�iEARWAIl WALL PLATE NAIUNG PER ' PER PLAN AND SCHEDULE � O SCHED. FOR 11PPER WALL PER PLAN AND SCHEDULE SqiED. FOR UPPER WALL OOR NAIUNG PER P.E.N. PER UPPER WALL � � � �'L FLOOR NAIUNG PER P.E.N. PER UPAER WALL STRUCTURAI. NOTES � � � S7RUCTURA� NOTES P.E.N. PER LOIM1'ER WALL � .� � 2X BLOqQNG DIAPHRAGM NAILING � • �-� � � I� � ° �' . � � BLO K FL R -{ � � . DIAPHRAGM EDGES BLOCK FLOOR r� � � ��-+ DIAPHRAGM EDGES � �� � O BEAM/HDR 0 SIM. X U � � i� . �...� � P� P.EN. PER L,OWER WALL �_� T� � 2X RIM JOIST �� � PANEI �IEATING/NAIUNG PER PLAN � � � TO MATqf tOWER VYALL I � S(�ID � �,� � r-+ BLOGCING P.E.N. PER LOWER WALL LOWER WALL: BEAM/H[1R � SIM. � � �.L a BEARING/SHEARWAIl WAu, AND CEILING PER PLAN AND SCFiEQULE PER ARCH. LOWER wALL: NOTE: PROVIDE WEB B�RING/S�-IEAR WALL � REINF�tqNG PER �ST P� P� �D SCHEDULE scAtF: 3/4' _ �'—o' JOISTS PERPENDICULAR 3/4� � ��—o" REQUIRE�tEN� � 18 N OT U SED 19 LOAD TR AN SFER DETAI L 20 TYPI CAL CAN TI LEVER FLOOR DETAI L ` , ED 17 N OT U�ED ❑ . 16 NOT US ❑ 0 ❑ --- - . - - .-