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CONC SLAB 4 ' ��-(E) CRIPPLE � � � � <br /> STUDS SEAL: <br /> � • � i ° � . � f ° 1" TYP 1» TYP , <br /> �:, <br /> ° o (E) 8" CONC WALL � ' � i = � � MIN MiN <br /> � , <br /> � � a 1 .`�.._ �_�.�,.,1� r# __ __ ���«__.�___��������.�.�_.._. _ � � __ _� _ �, �: <br /> ��_ � � BRACKET PER �f S4.1 W� ����� � � � � <br /> U < < <br /> ..�...._�............... __�....�. .._W._.....�.w.�.,........_..._. —_._..... �_.�.._ .w........_.....n <br /> __,_�____��� ._;_,_ (4) 3�8"� S.S. THREADED RODS �� � � � , � <br /> EMBED 5" MIN INTO (E) CONC � E CONC �$� A• Dl��i�' <br /> O y�A $ <br /> N O T E: S C A N S L A B T O A V O I D P.T. T E N D O N S W/ S E T-X P E P O X Y ST M WALL 'S� ��' <br /> NEW STAIR RETAINING WALL �UA�DRAIL CONNECTl�N �- ---� ---- -------_-__�___ _._� �����L <br /> A <br /> CONNECTION 1"O EXISTiNG WALL (PI�AN) AT CONCR�TE WALL TYPICAL PERFORATED SHEAR WALL ELEV�1 I��J �UA��RAIL �TANC�l��I FAC� M�IJ�IT �RACK�T ,,c�, 3�445 � <br /> '?b,c,,,'QFG R��ti� - <br /> SCALE:N.T.S. � SCALE: 1"=1'-0" 2 SCALE:N.T.S. 3 SCALE:3" = 1'-0" 4 �Ss10NAL � <br /> � .-* , <br /> T/RAI__LING� <br /> Y <br /> � <br /> GUARDRAIL STANCHION BY � <br /> OTHERS @ 4'-0"OC MAX � <br /> T/RAILING T <br /> (2) ROWS OF EDGE NAILS �. <br /> GUARDRAIL STANCHION BY Q z ^ <br /> I OTHERS � 48"OC MAX I � � � ' <br /> 8d @ 4"OC @ BLOCKING <br /> i �: <br /> { (F) WALL FRAMING � °` � ' <br /> ' I i-- dN- o � <br /> ! c�� , FASTENERS PER (N) �/2" ACX PER ARCH � ""' � 1 � , <br /> ` ��(E) GARAGE WALL = SW ABOVE � SW SHTG �C NAILING PER � _ �.✓ � op <br /> CONC SLAB/STAIR PER PLAN j �� (OR (N) RETAINING WALL C�? SIM) c� . <br /> � SW ABOVE (N) 3/4" APA RATFD PLYWOOD SHEATHING � � � � � <br /> ; ¢ z x^ � W/ 1Od @ 6"OC EDGE & 12"OC FIELD � -� � � - <br /> i �a, � � Q (E) FLR SHTG � <br /> � <br /> � SHTG EDGE NAILS PER I � Z �1 � <br /> ; a � <br /> � I � <br /> 4 � �- � d- � �_„ SW ABOVE � � � � <br /> ; ; <br /> , � � <br /> � � � � `-'� �-� w:; � T�SHEATHING � � T�(�)� DECK � � � Q <br /> ° � � � � <br /> : <br /> ; � ; � � _.. ...�.��. .�� _ ,a _.�.� <br /> w �::_�.-....._:��� -s. � �� <br /> _ . � �"� ' I f �� � 4 f. � � � 1 � � � ' . <br /> � ` €`� SPLI�CE SW� i�z� + + {< � � '�„ � � � (!� I-- <br /> �4 � 12"OC MID-DEPTH YC ��� SHTG ON RIM �J� �. �. ��> I I � � � �j � <br /> z ( �i' `� (E) DECK JOIST��_' + ��' � � � � - <br /> `� � � � � - SHTG EDGE NAILS PEft � � � O <br /> L4x4x�/� W/ �/2"�x3�� f �� � 5�8"� THREADED ROD, EMBED 4" T/(E) SLAB # �_ � ��,_ �- O > r ' <br /> ' -- � SW BELOW z LvL.I W . r� <br /> WHS @ 24'bC ; � �� � W� EPDXY @ 24"OC, W� NUT �-.---:---------,_.._� _�__ �_�_. _�� � (4) 10d� EACH BLOCKING \� � ' M : , <br /> � ;. `° `� r t (E} FLR FRAMING � BRACKET PER 4/S-1 W/ � � <br /> � � � �r� t. � `'�f" I I (4) 3/a°�x6'" S.S. �ac � <br /> .:� . <br /> �;�1 I . � ` �° ' �`� 2x10 BLOCKING � 24"OC <br /> � <br /> � � SC�EWS-TO-(E) RIM <br /> � � ` <br /> , � <br /> , . , , �� <br /> ,: <br /> ' y_____'_'"___"____"____"......_.._..____,._..,..._._ a,.__...__..._�.._`___"__"____ i <br /> � ., � SW SHTG & NAILWG PER 4x10 BLOCKING @ GUARDRAIL STANCHION } <br /> SW BELOW FASCIA & PANEL PER ARCH <br /> � � BRACKET PER 4�S4.1 W� W� (8) ��4"�x4��2" SDS EACH END, � <br /> (E) P.T. CONC S�B (4) 3/g"� S.S. THREADED RODS JOIST-TO-BLOCKING (E)' 2x10 RIM BEAM <br /> EMBED 6" MIN INTO (E) CONC <br /> W/ SET-XP EPDXY <br /> NOTE: SCAN SLAS TO AVOID P.T.TENDONS <br /> GU,ARDRAIL C�NNECTIC�1�1 TYPICAL i 1 PIV�L �UA��fI��L t��/��Vi�I�O1V �I�fl �NiJIN� PROJECT#: 15-555 � `;�" X <br /> NEW SLA� AT RIEAR STAIRWELL AT CON�RETE SL�A�-FACE THRU-FLOOR CONNECTION AT FLUSH WALL J�15T� PARRLLEL TO RIM DRAWNBY: TLE <br /> 5 6 � � DESIGNED BY: MKW � <br /> SCALE:N.T.S. SCALE: 1 n=1'-0" SCALE: 1" = 1'-0" SCALE:N.T.S. DATE: DESCRIPTION ' <br /> 12.01.2016 COORDINATION SET <br /> 12.15.2016 PERMIT <br /> T/RAILING <br /> a (8) ��4»�x4�/Z,. SDS - <br /> SLAB & CONN P�R 5/S4.1 a v 8" CONC WA�L IN (4) ROWS OF (2) _ � <br /> PER PLAN (N) 3/4" PLYWOOD SHTG W/ ; _ <br /> (E) 2x10 JOIST GUARDRAIL STANCHION BY <br /> 8d @ 4"OC EDGE, 12"OC FIELD <br /> --�-;�m�<�`---�---- `� OTHERS @ 4 -0 OC MAX � <br /> �4 HOOKED � � 4x10 � ;:; <br /> = JURISDICTIONAL STAMP: <br /> 4 (E) WALL FRAMING ! � (N) SISTERED JOIST (BEYOND) ___ _ ________._ _ _ � Q z ^ <br /> a � BARS @ 16„OC � ,� � <br /> a �� � � �a Q �� i � W� 10dx3" NAILS @ 4"OC _____� (2)� ROWS OF EDGE NAILS � � � � � <br /> (E) FLR SNTG \ ; STAGGERED � j � ; <br /> 1 > 1 � f� � (E) 2x10 RIM <br /> �- � �- <br /> � � ML26 CLIP W/ /4'x1 /2" � _ �� <br /> ° E SDS-TO-JOIST & �/4"�x3° f ' (N) /2° ACX PER ARCH . <br /> ; ,, <br /> � '" ^ FASCIA & PANEL = <br /> � T�GRADF T/(E� SHTG � � � SDS-TO-BLOCKING � � � PER ARCH <br /> � ..��rl�_r������'� _� f �N) 3/4�, A W/ <br /> CONC FTG & REINF � ' (E) 2x10 PA RATED PLYWOOD SHTG �^ <br /> � � PER PLAN � + + + + �4 ij + + + + � ' 10d � 6"OC EDGE & 12°OC FIELD � <br /> ' <br /> _ __ <br /> ;;, <br /> �_.._.__ _ . �; �......... .' <br /> � <br /> — `--:> � + + i l �+ +�� � <br /> z � Q ( ` �`� ' GUARDRAIL STANCHION MOUNT R. �� <br /> � - Qa I + + + + F ' + + + + + + I � 3 � � a� <br /> � - — ° � a �. 1�_ � ...« < <. _«.� � � ._� _..,.__---__._ _� _..,I _..«....... ....... . __.__.._..... (N) RIM JOIST W/ BY OTHERS W/ (2) /g"�x6" T/SHTG T/(E) DECK y <br /> � - M � ; � 0.22°�x4" SDWS LAG SCREWS @ 4 /2 VERT : . <br /> ! � SCREWS EA JOIST FASCIA & PANEL SPACING + ' <br /> � � 2L L PER ARCH �„ 6�, + # , _ � �� � � , <br /> � � ° � � RAIL STANCHION & CONN ��� � SHEETTITLE: <br /> � € � CUT FULL EXTENT GUARDRAIL MOUNT �' W/ (2) 3/g"�x6" TO MOUNT R BY OTHERS + ` �` <br /> ��) /2»�x4" WHS, <br /> 1' EDGF DIST I � � (E) JOIST ,� OF QECAYED JOIST S.S. L A G S C R E W S @ 4�/2" V E R T <br /> I I /2° BASE �' x 6" x Q'-6" � ; ^ <br /> SPACING STRUCTURAL <br /> � � 1 i (6} 0.22"4x4" SDWS �N� BRACKET PER 4/S-1 W/ "'. <br /> ; <br /> 3 /2"� GALV SCH.40 x 3" LONG SECTIONS & DETAILS <br /> � I PIPE COLLAR (E) WALL FRAMING ! ` SCREWS EA END OF BY OTHERS (E) 2xT-0 DECK JOISTS (4) 3/g"�x6" S.S. LAG <br /> """"-"--'``-"' "-""- SISTERED JOIST, TYP <br /> �' � ` SCREWS-TO-{E) RIM <br /> � � PIPE PILE PER PLAN 4x10 BLKG � GUARDRAIL STANCHION W/ , r <br /> (8) �/q"�x4�/2" SDS EA END, FASCIA & PANEL PER ARCH . <br /> JOIST-TO-BLKG (E) 2x10 RIM JOIST SHEET NUMBER: . <br /> DECK GUARDRAIL C�NNECTION TY�I�AL Gl1AF�DRAIL STANCHION 1NIYH D��K " <br /> NEW STAIRWE�L RETAININ� WALL �E�AY�D DEC� JOIST REPAIR OUTSIDE CORNER - PLAN VIE�IV J�IS�f� P�RP�ND1ClJLAR TO R{iVl <br /> � �, , » � � , �, � „ 11 12 �4 . 1 <br /> 6702x <br /> SCALE:N.T.S. SCALE: 1 = 1 -0 SCALE: 1 /2 =1 -0 SCALE: N.T.S. <br />