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� � - — �-- -- — ��r
<br /> N � STUD SIZE,SPACING,8�GAGE BOTTOM TRACK FASTENING BOTTOM TRACK FASTENING
<br /> � PER BEARING WALL SCHEDUL TO FRAMING BELOW RIM TRACK PER BEARING TO FRAMING BELOW i � BOTTOM TRACK FASTENING
<br /> JOIST SIZE,GAGE,AND RIM TRACK PER BEARING TO FRAMING BELOW
<br /> �� ' PER SHEARWALL SCHEDULE WALL SCHEDUL PER SHEARWALL SCHEDULE SPACING PER PLAN ,, � WALL SCHEDUL PER SHEARWALL SCHEDULE
<br /> (3)#10 MIN.STIFFENER � \ �� �
<br /> w I TO JOIS � �� 3 #10 MIN.STIFFENER
<br /> � � �� � TO JOIST
<br /> W ! BOTTOM TRACK PER - � �
<br /> v ; BEARING WALL SCHEDUL (1)#10 MIN.RIM (1)#10 TO JOIST � � �� �
<br /> w .
<br /> � I ` TO STIFFENE TOP FLANGE � �i % I I I � �'" (1)#10 MIN.RIM U o
<br /> v� � (2)#1 0 E A. L E G ° � J O I S T S I Z E 1 0"T D W � � Z �
<br /> p � � " TO STIFFENE ,_
<br /> Z � i � e i i � � � �-� �
<br /> rn
<br /> o " .�� � � � GAUGE 16 GA.-12 GA. \ � �
<br /> ' O �
<br /> � � � � � � 4 � FLANGE 2" 1 � `v
<br /> Y . � Y -� .
<br /> � � ^ o � i N � ao
<br /> Q � � i R i � �
<br /> m , \ - � \ Q � o „H�,in. 61/4° � � ' � o �
<br /> (� � � � � \\\ � I � M aO
<br /> Z � \ \ \ \ � � C d N
<br /> _ � \ \ � \ \ „W,�in. 9" � � �cn N o
<br /> � ° ° ��X��in. 8 3/4" \ � LL1 � a,
<br /> � � + FLANGE � � � �
<br /> a TOP TRACK PER #10 SCREW EA.SIDE TYP. �NEB STIFFENER IF SHOWN RIM CONNECTION TAB � CONTINUOUS 600S162-43 � a "' _
<br /> w BEARING WALL SCHEDUL PER BEARING WALL SCHEDULE AT THIS SIDE OF JOIST 0 , \ 1'-6" 4'O.C. i WEB STIFFENER IF SHOWN � � �,�o,
<br /> a SIZE AND GAGE SHALL . S T R O N G B A C K •
<br /> PER BEARING WALL SCHEDULE U -°Y' `r a
<br /> AT 10"DEEP JOIST 2����� W SIZE AND GAGE SHALL � �U °"
<br /> Z MATCH STUD ABOV (3}#10 SCREWS THROUGH , � �—' I MATCH STUD ABOV � m� o �
<br /> ,
<br /> g '' STUD SIZE,SPACING,&GAGE TAB TO JOIST � O 1 1/2"X 1 1/2"X 9"
<br /> - - - - - - - - - - - - - - - �-- - - -
<br /> a PER BEARING WALL SCHEDUL JOIST SIZE,SPACING,&GAGE 16 GA.CLIP ANGLE } JOIST SIZE, SPACING,&GAGE �
<br /> PER BEARING WALL SCHEDUL TRADEREADY RIM JOIST o - - -_ -I- X PER BEARING WALL SCHEDUL
<br /> PER BEARING WALL i
<br /> N T
<br /> 0 E:
<br /> NOTE: SCHEDULE C�
<br /> STUDS ABOVE,JOISTS,AND STUDS ABOVE,JOISTS,AND - - - - - - - - - - - - - - - - - - - - - - - NOTE: ,
<br /> STUOS 10" 1'4" ;
<br /> STUDS BELOW SHA�L ALIGN � STUDS ABOVE,JOISTS,AND
<br /> BELOW SHALL ALIGN
<br /> ' BELOW SHALL ALIGN
<br /> SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" ; SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0" N
<br /> ;
<br /> � ' 1 TYPICAL STUD TO TRACK 2� TYPICAL JOIST TO RIM � 3 TYPICAL STRONGBACK BRIDGING 4 TYPICAL TRADEREADY JOIST �� �����r � .
<br /> � ❑ 5 TYPICALWEB STIFFENER �� � ti
<br /> --- � �� o
<br /> � r ��� � �
<br /> STUD SIZE,SPACING,&GAGE , TRADEREADY STRUCTURAL BRIDGI TOP\BOTfOM TRACK PER o t; � ��
<br /> PER BEARING WALL SCHEDUL � STUD SIZE,SPACING,&GAGE / 1 1/2"X 1 1/2"X 7" BEARING WALL SCHEDUL � (2)#10 SCREWS AT 12" (2)#10 SCREWS AT 12" � � � w - �
<br /> '� PER BEARING WALL SCHEDUL / WEB TO WEB WEB TO FLANGE RETURN � � y`� � �
<br /> o `
<br /> � ����
<br /> i
<br /> � � � r,�
<br /> c (2)#10 SCREWS AT 12" ��fv`��1;�� �`� �;�
<br /> WEB TO WEB
<br /> i 16 GA.CLIP ANGLE W/ ''_ �
<br /> i CLADDING MATERIAL PER
<br /> SHEARWALL SCHEDULE (2)#10 EA. LEG \� \ , q B , c � (2)BACK TO BACK
<br /> (3)BACK TO BACK
<br /> ' CLADDING MATERIAL PER � + p
<br /> � SHEARWALL SCHEDUL #10 DECKING SCREWS @ 4"O.C. �� SCREWED SCREWED
<br /> � TO JOIST BLOCKING � �� \ t �'PE A TYPE D �
<br /> i � \ , � ol
<br /> � � , W N
<br /> I JOIST SIZE,GAGE,AND °
<br /> I � � , � 1/16�� 2��_12" TRACK WITH o� m ti
<br /> SPACING PER PLAN ; * , i N� o
<br /> i 0 , � (2)#1 0 S C R E W S A T 1 2' �, �
<br /> x� ,„� ` � I � O Oi
<br /> O � � � � � � � (2)#10 SCREWS AT 12°
<br /> / , o � /j #10 SCREWS AT 12"O.C.TYP. (2)#10 SCREWS AT 12" WEB TO WEB
<br /> EA.TRACK EA.SIDE WEB TO WEB (2)BACK TO BACK 4 BACK TO BACK/BOXED
<br /> i � )
<br /> O
<br /> o I
<br /> �� � � WELDED SCREWED
<br /> o �
<br /> �i
<br /> I�
<br /> ' 4� p i� TYPE B TYPE B
<br /> I STUD KNOCK OUTS AT
<br /> I 24"O.C.TYP. ^ ° > Z �
<br /> O
<br /> '! STUD KNOCK OUTS AT ; 1/16" 2"-12" 1/16" 2"-12" � �
<br /> li
<br /> , 24"O.C.TYP. � ° � ° � t- �
<br /> ' CLIP ANGLE WILENGTH 1/2" � JOIST BLOCKING AT � cn �
<br /> LESS THAN STUD DEPTN EACH END AND AT z U
<br /> 5400 SPAllER BAR BY � • 8'MAX.ON CENTER BOX BEAM BACK TO BACK BOX BEAM BACKED AND BOXED i I � O
<br /> I '' TRADEREADY OR COLD T150-43 WITH DEPTH TO DOUBLE MEMBER DOUBLE MEMBER TRIPLE MEMBER QUADRUPLE MEMBER Z
<br /> ✓ ROLLED LATERAL BRACING °% TRADEREADY STRUCTURAL � �
<br /> AT 48"O.C.MAXIMUM AT 48"O.0 MAXIMUM OUT � @ ,
<br /> BRIDGING 8 O.C.WI WEBDED TO BACK WEBDED TO BACK/BOXED o m
<br /> � �� �
<br /> I STAGGER AS SHOWN !
<br /> SECTION A-A SECTION B-B SECTION C-C SECTION D-D
<br /> #10 EA. END TO JOIST �PE� nPE� i O �
<br /> SCALE: 3/4"= 1'-0" � - � e . -
<br /> I SCALE: 3!4' - 1'-0" � SCALE: 3/4" = 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" Z; I
<br /> ; '�� TYPICAL HORIZONTAL BRACING DETAIL 7� TYPICAL COLD ROLLED LATERAL BRACING �',� TYPICAL BLOCKiTRADEREADY BRIDGING ,�! TYPICAL BUILT-UP JOISTSIBEAM ' ¢' W
<br /> _ , � 10 TYPICAL BUILT-UP STUDSIPOST
<br /> . ,
<br /> 1 1/2"X 1 1/2"X 7" ! o I w � �
<br /> STUD SIZE,SPACING,8�GAGE (12)#10 SCREWS STAGGERED �- F-
<br /> ALLOWABLE PENETRATION ZON 16 GA.CLIP ANGLE W/ �' �� Q o 0
<br /> PER BEARING WALL SCHEDUL EACH SIDE OF SPLIC �o � w - p o �
<br /> � (2)#10 EA. LEG ! � '-'-' '' � w `" o o � o
<br /> W „ � U � ; � Oc.� o m
<br /> J
<br /> „ (2)#10 12 O.C.AT (12)#10 SCREWS STAGGERED
<br /> @ � .. cn I
<br /> � ADD REINFOR EM . cn #10 DECKING SCREW . �
<br /> C ENT TRACK S@ 4 O.C. w � �
<br /> � � WHEN PENETRATION IS GREATER � �/ TO JOIST BLOCKIN BACK TO BACK STUDS � , EACH SIDE OF SPLICE � � g w
<br /> � CLADDING MATERfAL PER � ��pR �� p Z Q v � W o 0 o W � '
<br /> THAN SHOWN.SECURE WITH - > �- �2
<br /> SHEARWALL SCHEDUL / #1 0 A T 2"O.C.E A.L E G � � S F��h�F�>i?-- �\� T O P T R A C K P E R -� w U v� Y cn o c� a. o
<br /> � � (2)#10 AT 2"O.C. FACE o = w� � FtioTFRis�9,�- �\ BEARING WALL SCHEDUL % I .
<br /> F �
<br /> �
<br /> ' `y �f" � 7 FSS � �� x TOP TRACK PER
<br /> I � � �� � S�c BEARING WALL SCHEDULE . �
<br /> � ' JOIST SIZE,GAGE,AND ° � I . . CT�� ; ,X } . � � i
<br /> � SPACWG PER PLA � o � + � ` ��' I
<br /> I�; . �`i
<br /> I _ * / `� F I � . F
<br /> o l , . '� � �-' \ � . X ' SFC,�, �
<br /> , r � � � � e � � � % % ; i SECTION F-F I; � �Oti�c
<br /> / 7 ♦ r / � � � j �
<br /> � i x + Z O e I e ! { + . .
<br /> � � � �, � � � TOP TRACK PER SECTION G-G
<br /> % Sig � 0 ������ BEARING WALL SCHEDULE � � �
<br /> �i" l�,�yM,q� `� e . � � .
<br /> , �Q i CLIP TRACK LEG, BEND STUD SECTION TO MATCH
<br /> F
<br /> �
<br /> i � NF LEG AND LAP TRACK OVER TRACK GAGE
<br /> T ,
<br /> WIRING BY OTHERS 'Qq � ° � STUD SIZE SPACING &GAGE
<br /> C� � ADJACENT WIDER TOP
<br /> � , � � � � JOIST BLOCKfNG AT STUD SIZE,SPACING,&GAGE TRACK AS REQUIRED i PER BEARING WALL SCHEDUL
<br /> I � e . � EACH END AND AT PER BEARING WALL SCHEDUL
<br /> � 8'MAX.ON CENTER WIDER STUDS AS REQ. NOTE:
<br /> PIPE INSULATION OR . NOTES: NOTE: TO ACCOMMODATE SERVICES STUDS ABOVE,JOISTS,AND
<br /> PLASTIC GROMMET PER � 1. MAXIMUM FIELD PENETRATION ALLOWED WITHOUT REINFORCEMENT TRACK. ° � 3"BY 20 GAGE STUDS ABOVE,JOISTS,AND � STUDS
<br /> 2. FLANGE SHALL NOT BE CUT OR NOTCHED. GAGE AND SPACING PER
<br /> ��// ELECTRICAL CODE AS 3. CENTER ALL FIELD PENETRATIONS ON THE STUD. ° �b FLAT STRAP W/ BELOW SHALL ALIGN BEARING WALL SCHEDULE BELOW SHALL ALIGN
<br /> S P E C I F I E D B Y O T H E R S #1 0 T O E A.J O I S T
<br /> ; 4. REINFORCEMENT TRACK SIZE AND GAGE SHALL MATCH STUD.
<br /> SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" ��-
<br /> —' � SCALE: 3/4 - 1'-0"
<br /> 11 ' TYPICAL WIRING PENETRATION 12� TYPICAL FIELD PENETRATIONS and REINF 13 TYPICAL BLOCK and STRAP BRIDGING 14 TYPICAL TOP PLATE TRANSITI�N SPLICE 15 TYPI AL �
<br /> ❑ ❑ C TOP PLATE SPLICE
<br /> _ ;
<br /> �4��$ CEILING JOIST
<br /> #8 @ EA. FLANGE _,_. + HEADER HEADER WEB HEADER JAMB TRIMMER #8 SCREWS TYPICAL � r
<br /> 6"BACKING STUD + � CLIP TRACK FLG. TYPE MATERIALS STIFFENERS TRACK STUD STUD(S)
<br /> FOR GYP. BOARD W�(2)#8 @ TOP AND BOT. � AT LAP JOINT 25 GA.TRACK @ 10'-0"O.C.
<br /> (1)#8 @ 16"O.C.TO I k CLIP FLANGES @ EA. END O O O O O I
<br /> STUD FRAMING 6"20 GA.STUD W/(2)#8 @ EA. END I
<br /> � BACKING W/(2)#8 HR-1 PER PLAN TO MATCH JAMB PER SCHED. PER SCHED. PER SCHED. 20 GAGE TRACK MIN. i �J 1
<br /> ,� I @ 24"O.C.TO U.N.O. PER PLANINOTES , r�
<br /> � INTERIOR FRAMING I TOP TRACK _ � �
<br /> r� �
<br /> � ' � k � \ � �
<br /> � ��� � � #10 @ 12"O.C. x x� 4 � �
<br /> . �
<br /> I Q)
<br /> �' i � � � �Z)#$ ^ (INSTALL TO MISS ��
<br /> Z ; � �` � � � � + � ROOF OR FLOOR " + 2 �� # � � '
<br /> � ; � � � � � FRAMING MEMBERS) � , � .� �
<br /> ,--�
<br /> � �'� �c '` k � � � � � (4)-#10&EA. I I 5�-�-, � O
<br /> � '', � \ __ ' x + WEB STIFFENER , � � �
<br /> a / � � � �
<br /> Y k - - I ' � Q'�
<br /> + I �
<br /> � � �
<br /> � � �+ + � (2)#10 @ 16"O.C. � 1 � � � O
<br /> � (2)20 GAGE STUDS �
<br /> � ', j � � �'� � � 2#10 VERT.TAB �
<br /> > i \ \ ; � ) @ U.N.O.PER PLAN, NOTES, � � �
<br /> � ! � k k � � � � � � ' CLIP FLANGE TO OR SCHEDULE � �
<br /> � � � � k +' � FORM VERT.TAB +-'
<br /> k k � + k CLIP ANGLE TO MATCH � � �
<br /> � i j � 3 4 STUD GAGE W/ � � ,_..., �
<br /> � ' ' ' � k ` �� _ � �� (4)#8 MIN. � N
<br /> � � ' � SCALE: 3/4 -0 �
<br /> � � ;
<br /> � � �` '` k F�s�p��'Q 5 N w�
<br /> .
<br /> � k F I N S U L A T E T R I M M E R 0� TYP C N O N L O A D B E A R I N G H E A D E R ---- --
<br /> a o �! INTERIOR GYP. BD..FINISH CAVITY SPACE
<br /> e PER ARCH.
<br /> N � INTERIOR FINISH INTERIOR WALL #8 EA. N
<br /> FRAMING
<br /> /
<br /> o � ', SCALE: 3 '= 1'-0" SCALE: 3/4"= 1'- " SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0° F NGE sFRioR
<br /> N ? 1 6 ; T Y P I C A L I N T E R I O R C O R N E R 1 7 T Y P I C A L E X T E R I O R C O RNER 18 TYPICAL NON LOAD BEARING WALL (PARALLEL � 19 TYPICAL BUILT UP HEA�ER � �
<br /> M CJ ` � �--' I
<br /> -- --- - ---- �
<br /> �. •�1�77iis la � � ..� '
<br />
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