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<br /> WALL SHTG (E) OR (N)
<br /> TOP R NOT SHOWN DBL TOP R
<br /> T/RAI L
<br /> HGA10 TOP & �.
<br /> GUARDRAIL MOUNT R BY OTHERS
<br /> BY OTHERS W/ (2) #8 TO STUDS BOTT W/ 4" SDS STUD PACK PER 3/S-2 � � �
<br /> TO STUD PACK
<br /> (2) �8 WOOD SCREWS `
<br /> e�
<br /> (2) 2x4 STITCH 4/S-2 W/ 13�4° (MIN) INTO
<br /> T/RAIL SOLID WOOD FRAMING
<br /> W/ 10d C�? 6"OC m� �
<br /> STAGGERED ^ DBL STUD W/ � �
<br /> � � HGA10 CLIP @ MOUNT R BY OTHERS � � �
<br /> GUARDRAIL STANCHION � " PLYWOOD GUARDRAIL � � �
<br /> �2 � � TOP & BOTT R BY OTHERS
<br /> @ 4'-0"OC (MAX) W/ 8d � 6"OC, � � (SIM � POST) �
<br /> BOTH SIDES 4
<br /> — — — — — — — — �
<br /> ACX PER ARCH N 4x8 BEAM W/ I
<br /> 4x8 BEAM N —� VERIFY/ PROVIDE �
<br /> ^ (3) 2x STUDS (MIN) � � � �
<br /> DECK SHEATHING PER PLAN � (2) HGA10 � � I
<br /> (2) 2x4 STITCH CLIPS TO �— � � , � — — — — — — — —
<br /> EDGE NAILS W/ 10d @ 6"OC STUDS (E) OR (N) N _ �
<br /> �
<br /> c.i + + WALL STUDS � �
<br /> STAGGERED �I I�
<br /> � � GUARDRAIL TOP RAIL '
<br /> N , j%i%��i ;,/%!;,:� ,,,,/m����/;
<br /> � � � RAIL MOUNT 4x8 BEAM W� HGA10 i/ � �
<br /> �i� ; �ir/% '
<br /> �U� (BEYOND) TOP & BOTT EA END B�' OTHERS � , �� �
<br /> �T�SHEATHING ACX PER i ��� ����
<br /> BOTT R BOTT �' cn ,��G�
<br /> � ARCH � CONN PER RAIL MFR � ��„���,
<br /> - x ACX PER ARCH °%
<br /> � � (E) OR (N) WALL %'��� �
<br /> (N) DECK SHTG FRAMING PER 3/S-2
<br /> : PER PLAN SEAL:
<br /> JOIST PER PLAN
<br /> ___ __ _ _-__-_-
<br /> RIM BEAM PER PLAN _ _ .__ _ � 4,0$0 R�1�81
<br /> R�M BEAM DECK SHTG USE 6° SDS IN USE 6" SDS IN (E) RIM JOIST [(N) PER �{, �y.
<br /> 81 �'
<br /> PER PLAN PER PLAN CLIP TO RIM BEAM CLIP TO RIM BEAM PLAN @ BLDG M, UNITS `S' �',�,
<br /> X12 8c X14] DECK TOP RAIL
<br /> DECK "RAIL WALL" FRAMING AT BLDGS L & M 1 DECK "RAIL WALL" CONNECTION AT BLDGS L & M GUARDRAIL CONNECTION AT BLDGS L & M CONNECTION AT BLDGS L & M - PLAN VIFW 37445
<br /> SCALE:N.T.S. 2 3 4 � �F�l STER�� �
<br /> SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. �SIONAL ��
<br /> �� ��
<br /> ' � % WALL FRAMING �
<br /> i � PER PLAN � �.
<br /> � � /2" PLYWOOD WALL SHTG NAILED W/ �/2" PLYWOOD WALL SHTG NAILED W/
<br /> 8d @ 6"OC EDGE & 12'OC FIELD 8d � 6"OC EDGE & 12"OC FIELD z
<br /> 16d @ 6"OC � WALL FRAMING PER PLAN WALL FRAMING PER PLAN
<br /> � LEDGER PER PLAN W� �� � EDGE NAILS W
<br /> 0.22"�x3" SDWS � 8"OC � ACX PER ARCH `" �
<br /> !� (E) WALL FRAMING � ACX PER ARCH
<br /> STAGGERED � � DECK SHTG PER PLAN ACX PER ARCH Q
<br /> � r I..L >
<br /> �' DECK SHTG PER PLAN (E) FLR FRAMING � ACX PER ARCH DECK SHTG PER PLAN 16d � 6"OC —
<br /> ,
<br /> t� DECK SHTG PER PLAN 16d C� 6"OC � � �
<br /> �
<br /> �
<br /> � ,����; ,�,����,r ;,, : EDGE NAILS EDGE NAILS � � W �
<br /> � � � � �
<br /> 2x10 RIM JOIST 2x10 RIM JOIST Q � �n �
<br /> o a a /'�/ � �
<br /> o a � � �■�
<br /> ' a
<br /> i _ _ _ � � � W �
<br /> -�' �
<br /> LTP4 CLIPS @ (E) RIM JOIST � � (N) JOIST & HANGERS Z � W �
<br /> 24 OC FLR JOIST PER PLAN � W W
<br /> � PER PLAN (AT MAW FLR JOIST PER PLAN
<br /> (E) WALL FRAMING� ` FLOOR ONLY) �
<br /> (N) JOISTS & HANGERS --.I � �
<br /> WALL FRAMING PER PLAN � WALL FRAMING PER PLAN WALL FRAMING PER PLAN � �
<br /> PER PLAN (AT UPPER
<br /> [(E) P.T. SILL R & 8" FLOOR ONLY) ' (N) LEDGER PER PLAN W/ [(E) P.T. SILL R & 8" CONC [(E) P.T. SILL R & 8" CONC �
<br /> CONC WALL @ MAIN FLOOR]� %� 0.22"�x4" SDWS � 8"OC STAGGERED WA�L @ MAIN FLOOR] WALL C� MAIN FLOOR] �
<br /> � �
<br /> k �
<br /> U
<br /> DECK LEDGER CONNECTION DETAIL 5 TYPICAL LEDGER CONNECTION DECK FRAMING AT WALL DECK FRAMING AT WALL PROJECT#: 16-095
<br /> Q DRAWN BY: TLE
<br /> SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. 7 SCALE:N.T.S. v
<br /> DESIGNED BY: MKW
<br /> DATE: DESCRIPTION
<br /> 03.02.2016 BID SET
<br /> 03.04.2016 PERMIT
<br /> (8� �/4"�x4�/2" SDS
<br /> IN (4) ROWS OF (2)
<br /> (E) 2x10 JOIST
<br /> 4x 10
<br /> , ,, —
<br /> JURISDICTIONAL STAMP:
<br /> — ��� — — — � -- �' � 3�4" APA RATED PLYWOOD SHEATHING FACE ��" �� ���� 3 �—
<br /> (E) 2x10 RIM GRAIN PERPENDICULAR TO FRAMING, NAIL /4" APA RATED PLYWOOD SHEATHING FACE �
<br /> ML26 CLIP W/ �/4"x1 �/2" GRAIN PERPENDICULAR TO FRAMING, NAIL
<br /> SDS—TO—JOIST & �/4"�x3" , W/ 8d @ 6"OC EDGE, 12"OC FIELD W/ 8d @ 6"OC EDGE, 12"OC FIELD
<br /> FASCIA & PANEL
<br /> SDS—TO—BLOCKING PER ARCH (N) 2x10 LEDGER, cv (N) 2x10 LEDGER,
<br /> TYP (2) LOCS � �i
<br /> (E) 2x10 ' �� ��`� � � � TYP (2) LOCS �
<br /> -.�_ __..____._�___.______� __.._.__. �
<br /> � � �. _ .,.,�� __. _.._.. . -__------_��_ ____ �_�_
<br /> �...._. , _..._ ,_ _...
<br /> , _..._ _. _._._.
<br /> �_ �---------- --- — -��_�= ------- ---------- _._._.__— _--__--_--__.._ . _ ____ .. �. . _ _ ��..
<br /> � � GUARDRAIL STANCHION MOUNT R � 5 S-2 — ————— —— —
<br /> ____
<br /> 5 4 '�5 ----------
<br /> ,
<br /> _ .
<br /> j 1 � y i�
<br /> _
<br /> , ,
<br /> <
<br /> 5 s 2� ,r —,
<br /> BY oTHERs w/ �z� 3 j8„�X6" �� ��� — — �' `I � ����� �� � � ����� � ; � ����� I`
<br /> �
<br /> LA,G SCREWS C� 4�� ' VERT � 2x10 � 16"OC _ � = s J� �
<br /> � o 0
<br /> FASCIA & PANEL � � �I ,�� �� �� _ 2x10 @ 16"OC _ �, d� CO � � � _
<br /> PER ARCH �„� �„ SPACING � �_� ��`L �� �� �U2�� Q � 7�5-2 � � I; ;I � �� 8�S-2
<br /> RAIL STANCHION 8c CONN / `� �� �, $/S-2 I `�2�� � �� C�2�0 � �s
<br /> �� ° ; " ° ' X SHEET TITLE:
<br /> GUARD�RAIL MOUNT �' W� (2) 3�g"�x6° TO MOUNT �' BY OTHERS � ��-a°�� � �---w� 4x10 RIM BEAM I° 'I 4x10 RIM BEAM _.�_.w�_,...._� �._ �e���.' �.__ �� �_. __. �. , ..�..... .. `� (N) 2x10 RIM I' 'I (N) 2x10 RIM �`� � _,�_....� , ��_a,�.�,�
<br /> S.S. LAG SCREWS � 4��2" VERT �� cv `�' STRUCTURAL
<br /> SPACING N N N (N) 2x10 LEDGER, 2 S-2 � � N N (N) 2x10 LEDGER, 2 S-2 �
<br /> BY OTHERS � � M TYP (4) LOCS � oo ^ � � TYP (4) LOCS � � SECTIONS &
<br /> (N) 2x4 STUD WALL, (N) 2x4 STUD WALL, �
<br /> STUDS @ 16"OC STUDS C� 16"OC (N) 2x4 STUD WALL, (N) STUDST@ 16AOC DETAILS
<br /> STUDS @ 16"OC
<br /> SHEET NUMBER:
<br /> DECK �UARDRAIL CONNECTION
<br /> AT BUILDINGS A-K OUTSIDE CORNER - PLAN VIEW BUILDING M, X12 AND X14 UPPER FLOOR DECK FRAMING BUILDING M, X12 AND X14 MAIN FLOOR FRAMING
<br /> 11 12 S'2
<br /> SCALE: 1�/2"=1'-0" s�ozx SCALE:N.T.S. SCALE:N.T.S.
<br />
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