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<br /> N 3 3 � -
<br /> X 9.0 PL 5/8x6 5!8"x 0'-8" 9.0 �
<br /> X 3/16 ' FULL � W/(4)5/8"DIA.THRU BOLTS 3/16 FULL `VERIFY W/ARCH. 71/4"
<br /> X
<br /> 0 3/16_; FULL 1-1/2"EOGE DISTANCE MIN. PL 5/8x61/2"x 0'-8° � � 6x8 P ST PER PLAN
<br /> 3/16 FULL � PL 114x4 x 0'-8"
<br /> W W/4 5/8"DIA.THRU BOLTS � EMBED PL 1/2x8 x 0'-8"
<br /> � � 1 1/2" 4"* 71/4" RE:ARCH. EACH SIDE •
<br /> W /� PROVIDE OVERSIZED W/(6)SDS25200 � W/(2)5/8"DIA.x6"WHS
<br /> c� PL 5/8" / WASHERS AT BACK END P�5�8�� 5/8"
<br /> � W/3/4"DIA.HOLE FOR CLEVIS / W/3/4"DIA.HOLE FOR CLEVIS PROVIDE OVERSIZED N AT 5"GAGE U o
<br /> � '; WASHERS AT BACK END �- � Z �
<br /> � ;, - ' 1/8 (2)#3 HAIRPINS/STUD - °'
<br /> Z '; � �, SIDE PL � Q
<br /> � �`— •- � - ---- - � _ TO EMBED 1/8 18„ �
<br /> U ; , ! I I ', , ____ � I I =___ _ ------ I �' �— � � °°
<br /> Level 2
<br /> �
<br /> Q i IBALCONYAND o =___ 6x8POSTPERPLAN BALCONYAND ____ "' � '�>'a� � � �
<br /> m � SUPPORT ROD� � � _ � SUPPORT ROD� � _ � � �" �- �" � � � � � , � o ��ri
<br /> z I I '' /CLEV�S BY OTHERS ! r � W/CLEVIS BY OTHERS `�' � '�� � 4a �� � ' C aMi �
<br /> � ; , � � � DECK a -- �o
<br /> � �' z z ' � � 450 z z 4S � NOTSHOWN �_�°; °`, �_ �� ��a�_a �� �cn N E
<br /> o � � !, I F� SIMPSON A35 TYPE 4 CONN. � � oF� PLAN VIEW RE:8/S9.02 � � �
<br /> w ; � � Q ! I /Lj,q,� EACH FACE @ TOP AND � a M � 1 2 � ���. .�'-a �;�° � a -9 W a�°'i rn i '
<br /> a '� M � ' I BOT.OF POST(4 TOTAL) �.,� w �X � � � � - - a _ � �.� +
<br /> � � E 9.0 9.0 �, � o � �
<br /> w � � � �'m
<br /> � 5" (2)SDW22600 @ 8"O.C. 6x8 POST PER PLAN NOTE: ! ''''
<br /> � , � UNDER EACH POST. 5" RE:4/S9.02 FOR EMBED � RE: 1 &2/S9A2 AND 16/S9.01 FOR � � �`-' ��
<br /> Z � ��2" ADDITIONAL INFORMATION. � o o �
<br /> 1 1/2"
<br /> ' 5 1/2 X 11 7/8 G L ( (!) °_° � �
<br /> a I� N EXT,2'-0"MIN. PAST 6X8 POST. _ S CALE: 1 1/2" = 1'-0" SCALE: 3/4"= 1'-0"
<br /> �- N
<br /> � , - a "3,��R�E°BEAMS �3 DETAIL AT 6x8 POST 4 EMBED AT 6x8 POST
<br /> � aa �
<br /> � � ,� O - N @ FRONT WALLS _ _, = � a�� - .-�a � � � �
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<br /> ' � ! i � o �°'=� _� _ � �� _. LTS12 @ 48"OC �
<br /> ' s ° =a°�
<br /> �a SLOT SHEATHING
<br /> 9"MAX. 1 1/2"X 1/8" PLATE NAILING � o
<br /> ' � 9 � � , � LTS12 @ 48"OC o
<br /> PL 5/8"x5"x 0'-8" JOISTS WIHANGERS (3)8d AT BLOCKING W/(2) 12d @ 12 OC �I��� .
<br /> RE:PLAN PL 518x5 x 0'-8" (SEE SCHEDULE) ����rl�, �
<br /> W/(2)3/4"DIA.HOLES W/(2)3/4"DIA.HOLES A35 A35 �� t, ��f���� p
<br /> � I JOISTS:WEB STIFF REQ'D , � � ��
<br /> � &HU2.1/11 HANGERS �- 10d @ 6"OC i 10d @ 6 OC � o � -
<br /> i 3/16� FULL @ 3 I-JOISTS NEAREST TO POST 3/16�` FULL PLYWOOD / PLYWOOD � � `�� � � , �
<br /> SHEATHING PEN SHEATHING , PEN � ;� � �°�` �' z
<br /> 3/16�/ FULL � pROVIDE OVERSIZED 3/16 FULL 2x8 RIM f�,<Y J
<br /> 2 2x8 RIM
<br /> �L > � �� «��
<br /> , WASHERS AT BACK END � � �•: $2x8 BLOCKING `�v ����' � ,ti
<br /> PL 5/8°x6 5/8' x 0-91/2 PL 5/8x12 x 0-8 EMBED NOTE: W/(2)8d @ 8"OC � S
<br /> W/(4)5/8"DIA.THRU BOLTS i W/(4)5/8"DIA.x6"WHS FACE RE:ARCH. FOR 1 1/2"DEEP x 51/2"WIDE
<br /> 1 1/2"EDGE DISTANCE MIN. P.E.N. WELDED TO PLATE RECESS FOR SLIDING DOOR TRACK. JOIST �- 10d @ 6"OC TOENAIL 10d @ 6"OC TOENAIL
<br /> RE: 16/S9.01 FOR 6x8 POST 1 1/2"CENTER STUD TO PL JOIST �
<br /> (2)SDW22600 @ 8"O.C. EDGES TYP. � PER PLAN
<br /> J PEN PER PLAN '� �- PEN !
<br /> TYPICAL
<br /> A � ) �
<br /> BOVE EACH POST ,
<br /> � � (TYPICAL) PEN -� � TOP PLATE NAILING � � �
<br /> 0 0
<br /> PLATE NAILING tw- rn o 0
<br /> 6x8 POST AT EACH END HANGERS SEE SCHEDULE SEE SHEARWALL SCHEDULE Q � N N .
<br /> D E C K W/D I A G O N A L B R A C E OF EACH BALCONY (TYPICAL) PEN (M I N. L T P4 @ 16"OC) NOTE: (MIN.LTP4 @ 16"OC) � `'' � °'
<br /> � o 0
<br /> P E R P L A N D E C K W/D I A G O N A L B R A C E „ 1.SECURE JOIST TO WALL PLATE o 0 0
<br /> „ 2x8 BLOCKING 48 0
<br /> - �� C
<br /> � SCALE: 3/4" - 1'-0 - � �� @
<br /> , SCALE: 3/4 - 1 -0 SHEATHING W�$d BOX NAIL EACH SIDE, SHEATHING
<br /> � ��' BALCONY SUPPORT AT EXTERIOR WALL '� BALCONY SUPPORT AT CONCRETE PERSHEARWA�� 11/2��MIN. FROMEND. PERSHEARWALLSCHEDULE
<br /> � � JOIST PARALLEL S C H E D U L E JOIST PERPENDiCULAR
<br /> '' CURVED BALCONY E I C�
<br /> I CURVED BALCONY —, VARIES 2 ROWS 0.148"DIA.DIAPHRAGM NAILS AT 6"OC AT DECK CONNECTION Z p� ��
<br /> � AND RAIL SYSTEM � � ) BY OTHERS STEM VARIES � SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0" � � O' O
<br /> BY OTHERS \ RE:ARCH, i 6x8 POST PER PLAN RE:ARCH. � ? a
<br /> � SIMPSONA35TYPE4CONN. � SECTION AT PARAPET ; � p � SECTION AT PARAPET � z � � .
<br /> 0 V H;
<br /> �-- ' EACH FACE @ TOP AND a � _
<br /> , , BOT.OF POST(4 TOTAL) W �-' �
<br /> , ; � h-' W
<br /> ' (2)SDW22600 @ 8"O.C. �' m a
<br /> ' UNDER EACH POST. � � O
<br /> w' w �'
<br /> 51/2 X 11 7/8 GL n" �� �
<br /> I z ' = 10"+/- EXT,2'-0"MIN. PAST 6X8 POST. = 6x8 POST PER PLAN o
<br /> � g I � ((3)CURVED BEAMS @ FRONT WALLS i ' � � RE:4/S9A2 FOR EMBED Z m w �,
<br /> i t° i w @ EACH LEVEL) � a
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<br /> � 1 1/2x51/2 RECESS AT � c�
<br /> � � '' � (2)DTT2Z-SDS2.5 M w ..T?
<br /> � TOP AND BOTTOM(ONE EACH SIDE, � F�- o 0
<br /> � VARIES SLIDING DOOR TRACK
<br /> - DECK GRATING I STAGGERED 12") � � � � W N o o �, o
<br /> � � .�
<br /> � ' �� EACH END OF EACH DECK TO DECK GRATING RE:ARCH. N � o 0 6, m
<br /> � % RE:ARCH. -6 SOUT PEN � RE:ARCH. (COORDINATE W/EMBEDS) i°-o o� Q Q � N �
<br /> '-6"NORTH� (2)1 314x OR 3.5x11 7l8 LSL JOISTS � , �
<br /> � CONNECTION. � ' � w � � � � � ; �� � '
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<br /> � N � _ 'a - ° a - �� N � �
<br /> (2)CONT.5/8"DIA.GALV. - ! �
<br /> ALL THREADED ROD&COUPLER � HU412 HANGER BLOCKING WELDED CONNECTION OF CURVED \_
<br /> , TOP&BOTTOM(4 TOTAL) ` JOISTS DECK TO EMBED PL BY OTHERS. 1°x10 x 1'-0"EMBED PL
<br /> RE:PLAN& 13/S9.02 AT DOUBLE JOISTS W/HANGER AT 48"OC RE:STRUCTURAL NOTES FOR W/(4)5/8"DIA.x 3'-0"DBA
<br /> ; WELDED CONNECTION OF CURVED (DOUBLE JOISTS ATALL HU11 HANGER RE:3/S9.01
<br /> TYP.AT SINGLE JOISTS DIFFERED SUBMITTAL TIED TO REBAR AT EACH
<br /> � DECK TO EMBED PL BY OTHERS. DECK CONNECTIONS) EACH END REQUIREMENTS INCLUDING / END OF EACH DBA i �
<br /> RE:STRUCTURAL NOTES FOR STAMPED CALCULATIONS.
<br /> DIFFERED SUBMITTAL REQUIREMENTS PROVIDE OVERSIZED � BEAM � '
<br /> INCLUDING STAMPED CALCULATIONS. WASHERS AND NUTS AT ; RE:PLAN 2°�
<br /> BACK END&COUPLER �
<br /> P.E.N. NOTE: o o �,
<br /> (2)SDW22600 @ 8"O.C. RE:STRUCTURAL NOTES SECTION
<br /> ABOVE EACH POST 6'-0"M�N. 01005 FOR DEFERRED SUBMITTAL `�
<br /> ' AND CALCULATION REQUIREMENTS.
<br /> RE:PLAN NOTE: � � �
<br /> 6x8 POST AT EACH END THIS DETAIL SHALL BE COORDINATED � RE:ARCH.FOR 1 1/2"DEEP x 51/2"WIDE � ��
<br /> OF EACH BALCONY � COORDINATE W/CURVED DECK SHOP DRAWINGS W/CURVED DECK SHOP DRAWINGS. ; RECESS FOR SLIDING DOOR TRACK.
<br /> PER PLAN
<br /> , f �
<br /> E F�.
<br /> _ -� ���������� CANTILEVERED DECK � � E CANTILEVERED DECK � �
<br /> � SCALE: 3/4"= 1'-0° '` � ��
<br /> �' , SCALE: 3/4" = 1'-0° •
<br /> > 'i 6 � CURVED DECKATWOOD � �
<br /> , ; � 8 CURVED DECKAT CONCRETE c�3
<br /> � ❑
<br /> , � �
<br /> �
<br /> �
<br /> i ��� �� ' — _ _ , 4-� �
<br /> �
<br /> RTU RTU (RE:MECH.) � �
<br /> I I � � 3,�62 3��6-Z
<br /> ��I (2)#10 X 3l4"@ 12" �� ,^
<br /> ~ E --E EQ__'
<br /> - -- V 1
<br /> (2)#10 X 3l4"@ 12" � s° 6" ,�; , 1„ 1„
<br /> TEK SCREWS �� TEK SCREWS l Z E E E 3-6- 3'-6- � �
<br /> i o ��
<br /> (2)#10 X 2"@ 12" � a � Z - .}.�
<br /> � TEK SCREWS (2)1/4"DIA.X 2"@ 12" � c,Y� _ _ =' O �
<br /> � W � �-IN �IN �
<br /> � o .. � , T � �
<br /> � CURB RE:MECH. � � � �
<br /> N ' 18 GAGE X 4"WIDE 18 GAGE X 4"WIDE c� �-- w _' 'c� �
<br /> � STRAP @ 12"O.C. STRAP @ 12"O.C. � � � � 3'-6�° 3'-6�" - -�,M-', � �
<br /> Q ', BLKG.W/HANGERS (2)P.T.6X6 SLEEPERS - E _ E E `� ' � � � ''-'
<br /> � , 3J8"DIA X 31/2° (MIN 4 X 8) RE:MECH. ��� \ � DECKING � � � � N
<br /> LAG SCREWS @ 12" 3112° N RE:ARCH. �
<br /> � ! ALL SIDES 3/8"D I A X L A G S C R E ;� � �� � � �
<br /> @ 12"OC W/31l2"MIN. � � � I ' / �� � � �
<br /> U � O
<br /> � � EMBED STAGGERED 3'-6-" 3'-6-" � � DE�CKING SHALL NOT BE � Q'�,
<br /> � 'I � ' AT CENTERLINE OF P.T. � � DECKS INSTALLED AT OPEN AREA � �
<br /> � , SLEEPER 3112" BY OTHERS U Q„) ,i_, �
<br /> > ! � ��c� ;� �6� , BETWEEN DECKS(X) �
<br /> � � I �
<br /> � r v1
<br /> � �
<br /> I �ss.oa� ..
<br /> � � . ��� __._--- - � � �
<br /> � ,, .� �
<br /> �
<br /> � i .—� t� � � ' .
<br /> 7� 8'_21,� � „ 4'-3�„ I � N � �
<br /> ;
<br /> � �� NOTES: � 7'-4" 10'-0" _ 7'-4,� 8'-2�,� � q�, -2---- .
<br /> � V 1. CONTRACTOR SHALL NOTE: � 60'-0-" � � � 4 ' '� �' � � �
<br /> � N w
<br /> N NOTE: � COORDINATE BLOCKING& BLKG.WI HU HANGERS WATERPROOFING - --- --- --
<br /> '1
<br /> � WATERPROOFING PER ARCH. DIAPHRAGM OPENING (MIN 4 X 8) NOTE: PER ARCH.
<br /> a � 2. RE:121S9.02 FOR PT CURB CONTRACTOR SHALL COORDINATE NOTE:
<br /> M o AT BUILT-UP ROOF I BLOCKING&DIAPHRAGM OPENING -��,����v CONFIRM ALL DIMENSIONS WITH ARCHITECT AND DECK SHOP DRAWINGS. �
<br /> N .0 I
<br /> � SCALE: 1/4' - 1'-0" �
<br /> � � S C A L E:1 1 1 2"=1'-0" S CA L E:1 1/2"=1-0 �
<br /> � � �' 12 RTU WITH P.T. 6X L .
<br /> � � 11 �, RTU WITH CURB �, S EEPER � 13 DECK LAYOUT �
<br /> � c..� ,g�
<br /> �/`� � -- -
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