4619 RIVERFRONT BLVD 2019 Plans 2022-12-01

i � WALL PLATE NAIUNG PER UPPER WALL• UPPER WALL• UPPER WALL: UPPER WAtl: SCHm. FOR UPPER WALL BEARING/S'tiEAR WALL WALL PLATE NAIUNG PER B�ARING/SHEAR �IALL WALL PLATE NAILiNG PER BEARING/S�-IEAR WALL WAIl PLA1E NAIUNG PER BEARING/S'FiEAR WALL rn - PER PLAN AND SCHEDULE SCHED. F� UPPER WALL PER PI.AN AND SCHEDULE SCH@. FOR UPPER WALL PER RCAN AND SCHEDULE SCHED. FOR UPPER WAIl PER PLAN AtdD SCHEDULE o ROOR NAILING PER NQ7E NO WALL ABOVE AT SIM. NOTE: NO WALL ABOYE AT �M. � STRUCTURAL NOTES fLO� NAILJNG PER FL04R NAILING PER � STRUCIURAL NOTES P.E,N. PER UPPER WALL SIRUCTURAL NOTES P.EN. PER UPPER WALL FLOOR NAILING PDt � STRUCTURAL NOIES 4'-0° " �' . � P.E.N. PER UPPfR WALL NUTE: IF PANEL SHEAINING REMOI�EU ( �10 • tF B�OCKING PANEL REM01lED I P.E.N. PER UPPER Wi4Ll. �Y�''�• U + � (20) �2d � �; z � TJ BLKG. PANEL AT QNE BAY FOR FOR MECH.JPLUMBING, AT �VE BAY FOR FOR MECH./PLUMBING, P.EN. PER LOVVER WALL �, P.EN. PER LOVVER V�ALL RELOCATE PCATE NAIUNG/FRAMING ANCH4RS R OCA�E FLATE NAfLiNG/FRAtwii{NG ANCHORS TJI BLOCKING PANEL � � A 10d 0 6` 0 C. TO ADJA(�WT BAYS TO ADJACEIdT BAYS v L51. RIM JOIST ^ Q ao PANEL SHEAT1NG/NAILING ( I PANEL SHEAl1NG�NAIUNG ,;� �� ;, � o TO MATCH LOV�ER WALL a� �ci LSL RIM JOIST T O M A T C H L O V d E R W A L I. .� � � � � --- PANEL BREAK --- ----------- � � a . PANQ. BREAK � � � P.EN. PER LONdER WALL TJI PER PLAN P.E.N. PER LOWER WALL �� TJ PER PLAN I Td PER PLAN ( TJI PER PLAN ,�pS � ,� �-.., l,� r� •�• WAi1. AND CEILING WALL AND CEIUNG � PER ARCH. P� qRq.{. P.EN. PER LOWER WAIl WALL AND CqUNG P.EN. PER LQWER WALL WAI.L AND CEtUNG �`� _ o " PER ARCH. PER ARCH. � � � , � � a� LOWER WA(l: LOK'ER WALL: LOWER WALL• LOWER WALL• NOTE: '+-' c'xi � BEARING/S'FIEAR WALL BEARING/SFfEAR WALL BEARING/S'tIEAR WALl. BEARiNG/SFIEAR WALL SPUt� dc NAIL TOP PLATES U z � AS �IQWN 0 ALL EXTERIOR, PER PLAN AND SCHEDULE P E R P L A N A 1 V D S t�I E D U I E P E R P L A N A N D S C H E D U t E . P E R P L A N A N D S C H E D U t E � � J O I S T S P A R A L L E L J O I S T S P A R A L L E L PLUMB(NG, PARTY & SH E A R ^�� , o � SCALE 3/4 '= t'-o' sc�: 3/4 "_ �'-o" SCALE 3/4 "_ �'-o" JOISTS PERPENDICULAR SCALE: 3/4 "= t'-o" JOISTS PERPENDICULAR �� 3�4 ._ �._d. AMD AT ROdF. � °0 � 01 TYPICAL EXTERIOR WALL TO FRAMING 2 TYPICAL INTERIOR WALL TO FRAMING 3 TYPICAL IN RIOR WAL 0 FRAMING 4 TYP�CAL EXTERIOR WALL TO FRAMING 5 TYPICAL �� ❑ TE L T TOP PLATE �PUCE �v � ❑ 0 Q }— . . , c� �: ` --- - {� BUNDLED JOISTS PER PLAN � � NOTE: PROVIDE WEB S11fFENERS ` S �� N IF REt�11RED BY JQIST MFR, ,)piSl' HANGER 70 MATCH LAP JOIST 4" TOP PLA7E j� � . (2) 0.162 X 3.5" NAILS AT �STS - SEE STRUC7URAL �� $� W/ SPUCE SEE 5 '�, NQ1ES SECTION tM103 U<N.O. » * �D � THIS SHT. ~' ~ p�Y1NpQQ 12" O.C. EA. SIDE STAGGERED P� P� (3) Q.131 DIA. X 2:5 MiN. BLOCICING AT � � " � � � � TOENAILS H��S PANEL BLOCiCING N n ' � o I , ( AS REQ. AT NON BEARING WALLS ��,v?,� �~' STUDS AT HEADERS: HEADERS: ? ! ' z 16' O.G. TYP. 2 2X8 � 2X4 WALLS (2) 2X4 MIN. �� . �� U.N.O. �2� 2X8 W/INSUL�22X6 WALLS UNLESS N4TID � � � � � �� OTHERIMS'E PER PLAN ° � � � � � a JOIST PER �� FlLlER BLOqCS I �STS PER PLAN SOLID OR JOIST ' Q o o M � � "� RE Q. AT B U I L T UP 'I" I BLUCKING , „ KlNG S�UD-TYP. q �. � � � Ki c^.� P� � D E f A I t A t D �+ o � '`� d- ,�g� FACE NAIL W/ o o *- .- .- r. � +�S T H A N t�R �k S T S P E R P U W ( F O R B A L A N C E 0.131" X 3" � 8' Q.C. M J O I S T H A N G E R T O I�A T C H A T B E A R I N G W A t L S STAGGERED TYP, w � JOISfiS - SEE STRUCTURAL NOTES SECTION 06103 U.N.O. BE�+M PER PLAN TRIMMER SNDS: AT NQN-BEARfNG WAl.LS d o P� P� (1) TRINI SND FOR OPENINGS UP TO 6'-0" IMDE (1) TRIMMER SND E-- � �' (2) 1RIM STl1DS FOR OPENINGS GREATER 1HAN 6'-0" o � 'I" JOIST DIMENSIONAL LUMBER UNLESS (dOTED O1HERIMSE PER PLAN w � A: FLUSH BEAM B: DROPPED BEAM C: PARTIAL DROP � o • J � SCALE: 3/4" = 1'-0' 3/4" = f'-0" SCALE: 3/4" = 1�-0" � _ � � 60 NOT USED 07 NOT USED 8 TYPICAL BUILT—UP BEAM 9 TYPICAL FRAMING TO BEAM 10 TYPICAL HEADER AT STRUCTURAL WALL > � a � ❑ Q � . _ � � � NOTE: SEE ARCH. FOR STAIR DIMENSIONS N z a a � AND BLOq(ING REQUIREMENTS * • vs o � � N01E: YdEB. 0.148 X3.25 UNLESS HANGERS/HARDWARE ARE SHOWN , , � � W � S�iFFENER AS REQ D L = HORIZONTAL RUN gTq�� v ON PLANS, BEAMS BEARING ON STUD WALLS pER ,101ST SUPPUER 2X4 SQUASH BLOCK � ``� _ SHALL BE ANCHORED Wf(4) 8d TOENAfLS 2X12 STRINGERS FOR L<84" � � o f- SHOP DRA�INGS QTY. TO f�ATCH cn STUDS�POST ABOVE 1.75X14 LVI. STRINGERS FOR 84"Q�140" o � w w a U O � a �w; . 8d EA. fI.ANGE ----------- \ . � BEAM BEAM TdP PLATES � z d- M cv w CONT. RIM JOIST t�ST 37 CONT. RIM JQIST PER PLAN PER PLAN L�. RIM (3) 8d CLENCHED E-E BEYOND TOP PLAlE TQP PtATE 8d EA. SIDE ¢ � �� a. � -- ------- — —�--- Q ---�-� ----T-�-- -- ----, c� - .`x '. ° '` a, � � I ( WALL STUD �' II II 1 MIN. P�.� ( I ( I NDING I I ( � SIRINGERS 11 (2) 8d TOENAILS {2) 8d TOENAILS � ( � PROVIDE (4) LTP4 EACH SIDE EACH SIDE I I I ( i i i�� ' - • EACH SIDE OF II 11 �ni ini � � DROPPED BEAM BEAM PER PLAN BEAM PER PLAN ON, P ANS U.N.O. � � r� r r EX1ERIpR INTERIOR W E B S 1 1 F F f N E R E A. N O i E: S Q U A S H I I 1 I '� WA� WALL SIDE 3/4' X 2 BLOCK REQ'D WFiEN I I I I W = y�D�{ � 5�16" MiN. POST ASOVE (3) STRWGERS FOR W<42° �2° 1/ERIFY (4) STRINGERS FOR 42ANV<48" Q JOIST TO BRG. PL VI+EB S1IFFENER SQUASH BIOCK fIEVAl10N AT WALL SCALE: 3/4" = i'-0' SCALE: 3/4' = 1'-0" SCAI_E: 3 f 4 '= 1'-0' SCALE: 3/4' = 1'-0" SCALE: 3/4� = 1'-0' SEC110N E-E AT WAIl �(� �.��r.,� 11 TYP. TOP P�ATE SPLICE AT DR�PPED BEAM 12 TYP. TOP PLATE SP�ICE AT DROPPED BEAM 13 TYPICAL �EAM T�ENAILING 14 I�JOIST NAILING REQS. AT BEARING 15 TYPICAL STAIR FRAMING . � 0 ❑ ❑ ❑ uPP� wa�: UPPER WALI: BEARING/SHEAR WALL � � • WALL PLATE NAll1NG PER BEARING/SHEARWALL Wp� p�q7� NAIUNG PER PER PLAN AND SCHEDULE � � SCHED. fOR UPPER WALL PfR PLAN AND SCHEQULE S�FiED. FOR UPPER WALL O FLOOR NAIUNG PER P.E.N. PER UPPER WALL � C,� � fL00R NAIUNG PER P.E.N. PER UPPER WALL STRUCTURAL NOTES— � � � � � STRUCTURAL NOTES _ O � � P.E.N. PER L011�GEER WALL � � � •� 2X BLOqCING OIAPliRAGM NRILING ( � � � � � v 0 � BLO K FL R � � �Jj � DIAPHRAGM EDGES $LOCK FLOOR �� DIAPNRAGM EOGES � �� -� � J(�ST BEAM/HDR � SIM. �` • � � ►� � PER PLAN P.EN. PER LOWER WALL _ TJI � � � _ PANEL �IEAl1NG/NAlL1NG PER PLAN 2X R(M JOIST �� ,�„-+�,_,� � TQ MATCH LONlER V�ALL I � �.�., � V� � �� N► � S OCKING � P.E.N. PER IQWER WALL � � LOWER WALL: BEAM�IiDR � SIM. � � � � BEARING/S'FIEARWALL PER PLAN AND SCHEDULE WALL AND CEIUNG PER ARCH. LOWER WALL: NO'tE: PROVIQE WEB BEARING/SHEAR WALL ��' REINFORqNG PER �NST p� P�N AND SCHEDULE JOISTS PERPENDIGULAR MA�tUFAC1URER � SCALE: 3/4' = 1'-0" 3/4" = t'-0" REt�11REMEPlTS 16 NOT USED 17 NOT USE� 18 NOT USED 19 LOAD TRANSFER DETAIL 2a T�PICAL CANTILEVER F�OOR DETAIL ° ❑ ❑ ❑ .