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SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND HEM-FIR PLATES
<br /> WALL PANEL FIELD BOTTOM PLA7E O RIM OR BLOCKING TO TOP PLATE CONN. FRAMING �OUNDA710N ANCHOR BOLT
<br /> � SHEARWALL PER PLAN TYPE EDGE NAILING NAILING AT ADJOINING SILL PLATE SPACING o
<br /> (1) ROW BOTTOM PLATE NAILING PER SHEATHING NAILING A35 ONLY 10 PANEL 5/8" DIA. m
<br /> RE: 14/S1.1. & 10/S1.1 SHEARWALL SCHEDULE � RE) R4NS1.1 & 10/S1.1 ROWS SPACING 01 OENAIL5" LTP4 DIRECT 5 ' p � �
<br /> RE: 14/S1.1 & 10/S1.1 � �3 04 TO FRAMING EDGES Q 0 7 EMBED
<br /> RE: 2/S1.1 pg� 7/16" SHT. 6" O.C. 12" O.C, (1) 4' O.C. 4' O.C. N/A N/A 2x 2x 48" O.C. �
<br /> FOR BALANCE ONE SIDE 3x 48" O.C.
<br /> OF SEC710N PEN FLOOR SHEA7HING RE: 2/S1.1 °'
<br /> RE: NOTES SECTION 06160 pg 7/16" SHT. 6" O.C. 12" O.C. (1) 4' O.C. N/A 24" O.C. 16" O.C. 2x 2x 48" O.C. U �
<br /> FLOOR DIAPHRAGM EDGE NAILING FOR BAI_ANCE
<br /> OF SEC710N ONE SIDE 3x 48" O.C. Z v ^
<br /> RE: NOTES SECTION 06160 P4 7/16" SHT. �. 0� 12" O.C. (2) 6" O.C. N A 16" O.C. 12" O.C. (2)2x OR 3x 2x 32� O.C. � �
<br /> - - - 2x BLKG. W/.148"DIA.x3 � 3'OC ONE SIDE � 3x 40 O.C.
<br /> � �
<br /> BLOCK TO RIM 7/16" SHT. 2x 24' O.C. , � o
<br /> 2x CONT. RIM �--� �.� �. P3 3' O.C. 12" O.C. (2) 4' O.C. N/A 12" O.C. 10" O.C. (2)2x OR 3x 3x 22" O.C. a� �
<br /> ONE SIDE
<br /> � � �
<br /> CONT. 4x RIM 7 16" SHT. • » „ M M 2x 18" O.C. N rn �
<br /> -- �HEARWALL PANEL EDGE NAILING p2 � 2 O.C. 12 O.C. (3) 6 O.C. N/A 10 O.C. 10 O.C. (2)2x OR 3x 3x 24" O.C. v �
<br /> PEN 2x CONT. RIM- PER SCHEDULE PEN ONE SIDE � +, c�
<br /> .� �
<br /> 7/16" SHT. • » 2x 16" O.C. �' �
<br /> 2P4 4 O.C. 12 O.C. (3) 5' O.G. N/A 10" O.C. 10" O.C. (2)2x OR 3x • � .�
<br /> RIM/BLOCKING TO TOP PLATE� RIM/BLOCKING TO TOP PLATE RIM/BLOCKING TO TOP PLA7E BO1H SIDES 3x 20 O.C. W � �
<br /> CONN. PER SHEARWALL SCHEDULE `�
<br /> CONN. PER SHEARWALL CONN. PER SHEARWALL 2P3 7/16" SHT. 3' O.C. 12" O.C. (3) 4' O.C. N/A g p,�, 8 O.C. (2)2x OR 3x 2x 12p O.C. � � �
<br /> A35 L " ~ ~ 3x 16 O.C. � � �
<br /> SCHEDULE A35/L1P4 W/(12) SCHEDULE A35/LTP4 2 1� 1P4 W/(12) 0.131 DIA. X BOTH SIDES
<br /> 0.131" DIA. X 2 1/2" W/(12) 0.131" DIA. X 2 1/2" 2P2 7/16" SHT. 2" 4.C, 12" O.C. (3) 3' O.C. N A • » 2x 8"»O.C. U � �
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN � SHEARWALL PER PLAN - BO1H SIDES � 6 O.C. 6 O.C. (2)2x OR 3x 3x 12 O,C. � z �
<br /> SCALE: NONE SCALE: NONE SHEARWALL SCHEDULE NOTES: � � �
<br /> TYPICAL EXTERIOR SHEARWALL CONNECTION TYPICAL EXTERIOR SHEARWALL CONNECTION TYPICAL EXTERIOR SHEARWALL CONNECTION 1. STUDS SHALL NOT BE SPACED MORE THAN 16• o.�..
<br /> 0 P 6 TN �C P 6 � P 4 8c P 3 3 P 2 2 P 4 2 P 3 2 P 2 2. RE: S1.0 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLA7E SPECIES AND GRADE.
<br /> ❑ � � � 3. RE: S1.0 SEC710N 06160 "WOOD SHEATHING" FOR RE QUIRED SHEA R WALL SHEA7HING, THICKNESS AN D GRADE. ALL SH EAR WALL PANELS SHALL BE APPLIED DIREC T LY TO FRA MING. �
<br /> 4. SHEAIHING PANELS MAY BE INSTALLED EI7HER HORIZONTALLY OR VERTICALLY WI7H ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMINAL OR WIDER FRAMING. SEE N07E 5. �
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS 1HAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "P6".
<br /> PROVIDE 3X3X0.229" PLA7E 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS 1HAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR
<br /> WASHER � EA. ANCHOR (TYP. FOUNDA710N SILL PLA7E AND STUDS FRAMING SHALL BE 3" NOMINAL OR 7HICKER AND NAILS SHALL BE STAGGERED.
<br /> U.N.O.) PER SHEARWALL SCHEDULE (TYP.) 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE Sd COMMON (0.131" X 2 1/2").
<br /> I 8. NNLS FOR BOTTOM PLA7E FRAMING SHALL BE 12d COMMON (0.148° X 3.25"). �,�,
<br /> 9. FL40R DIAPHRAGM NAILING SHALL BE PILACED BETINEEN 7HE SPACING CALLED OUT FOR BOTTOM PLA7E NAILING. DO NOT OVER NAIL 7HE BLOCKING. �
<br /> 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRE7E POUR. WET S�ICKING OF ANCHOR B01_TS IS NOT ALLOWED. S �'r.� o
<br /> 11. GALVANIZED 3" X 3" X 0.229" (MIN.) PLA7E WASHERS ARE REQUIRED AT EACH ANCHOR BOLT - SEE 8 THIS SHEET FOR PLACEMENT REQUIREMENTS. RECESSING PLA7E WASHERS IN PLATES IS NOT ALLOV4ED. .� � �-
<br /> . �. 12. LTP4 FRAMING PLA7ES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 2 1/2") NAILS. RE: DETAILS 1, 2, & 3. � ~ `�'�
<br /> ,, ANCHOR BOLT PER SHEARWALL • ' � 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1/2 (0.131 X 1 1/2 ) NAILS. RE: DETAILS 1, 2, & 3. � � � a �
<br /> ; SCHEDULE • �• ,• . ' • 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL N w ' ' o
<br /> r ' � . o ° 15. ALL WOOD IN CONTACT WI7H CONCRETE OR MASONRY SHALL BE PRESERVA7IVE TREATED. �°� �'�
<br /> ° •� � ° 16. WHERE BOTTOM PLA7E NNLING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND 'STAGGERED. `�?`��
<br /> a��� �� . . � � �� ° o � 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAME7ER AND EMBEDMENT ALLOWED AT IN7ERIOR BEARING AND PARTY WALLS. �
<br /> �
<br /> a��� ' �° a � a : . 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED 'STUDS ARE ATTACHED PER 10/S1.2 SIM. AND BOTTOM PLATE NAILING.
<br /> ° � ��. a , � �Q � �° �e . � � ° 19. WHERE BUILDING OFFICIALS ALLOW, OSB SHEA7HING MAY BE APPLIED OVER 1/2" OR 3/S" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WI1H lOd NAILS (0.148" DIA X 3" LONG)
<br /> . .� . , . .. Q.
<br /> � � �� � � 14 SHEARWALL SCHEDULE
<br /> . a ._ � a
<br /> g RIM JOIST HEAD-OUT FOR ° ' � _� . � n � � � � �t a
<br /> a � PLUMBING, MECH., � a a `�� H � � o � N r�
<br /> E T C. FOUNDA710N PER PLAN �� P L Y W O O D R O U F S H E A T H I N G ¢ o o M o r
<br /> � � � J ' (� � � \ \ M N
<br /> � -� --_ _ SCALE: 3/4" = 1'-0" SIMPSON LTP4 �W/(12) O.L�4 � � � � � �
<br /> 0 0 � � M �
<br /> ¢ _ _ ______ ____ __ _ �_ 131" DIA. X 1 1/2" �� - DIAPHRAGM EDGE NAILING �
<br /> 3 � � 50 TYP. SHEARWALL ANCHOR BOLT TO CONC. W/(12) 0.131" DIA. X 2 1/2" WHEN APPLIED DIRECT TO FRAMING � �
<br /> m i � i ?X�p WHEN APPLIED OVER SHEA7ING TRUSS/JOIST BLOCKING � o
<br /> i �i � NOTE: PLATE WASHER SHALL EXTEND WIJHIN 1/2'" OF EDGE OF BOTTOM SCALE: NONE _ _ ^ o
<br /> � `� � PLATE ON SIDE(S) WITH SHEATHING. PRQVIDE STAGGERED/OFFSET _ _ _ __ _ __ __ ____ _ _ __ ___ __ � _ , __ , � _ BLOCKING CONNEC710N TO W 'n
<br /> � TYPICAL SIMPSON LTP4 �
<br /> i i PLACEMENT AS SHOWN ELSE OVESIZE PLATE WASHERS AS REQUIRED. _� � � _�� ____ � ___� � � _ � � -_ __ � _ -- � TOP PLATE � o
<br /> i i U210 HANGER -T�--- ( � �� --- rT--- - --T-�- -�.�. . . . . . . .�-.I, J �
<br /> ; , , , EA. END I � � 1 I I I I I 1
<br /> -�I. � � [ �• � �
<br /> � � � I I' I I I I I C I FRAMING AT 5 � I'i. . . . . . I'I -I' o = �'
<br /> � '
<br /> , , -� �'I I 1 I'I I'I � � PANEL EDGES � 1 ;I:I�f � � �
<br /> U210 HANGER � � o
<br /> i i I ( �� � � � � � � �'�. . . . . . . . .f'� (.• �
<br /> ! ' 2x10 JOIST PER PLAN I I 1 I I I I 11 I � I I �I I'I � N
<br /> i � (16" O.C. U.N.O. PER �� $ o s P o 8 � � I� � � � � � r � � � �'I. . . . _ . . . . (•� .�' � z a a
<br /> i i �., �, z
<br /> � PLAN) � � � �'I I 1-.--.--:I'l--r--r-I 1-- -- I'I I l ( � �' � W � Q
<br /> � � � � w SHEARWALL BEYOND PER �.- �. � - � a
<br /> � I I � -1 C` yl I-"'- -•- I I
<br /> � i i 2x10 � � � � � SHEAR WALL SCHED. TYP.-----� � ' � W Z = U
<br /> v' � i � a � � ¢ I ) � � � � � � � ? � v�
<br /> � � o �
<br /> N � � � � � � � CONTINUOUS COIL STRAP* � I I I I I I I o W s � �
<br /> a
<br /> U O � �.
<br /> � t , „ , „ i "' "' 8 �' _ 8 DRAG STRUT PER PLAN •� � 1 � � o w w
<br /> � 1 -4 1 -4 � FOR JOIST SPANS UP TO w � w � I � �� I ' x
<br /> c�
<br /> � � � 11'-0", A SINGLE JOIST ¢ N Q � w JOIST PER PLAN - TYP. I � N07E: z 2
<br /> � M N W.
<br /> � i MAY BE HEAD OFF TO u, � N � � ( �MINIMUM SIZE OF SHEAIHING
<br /> i i ADJACENT SINGLE JOISTS o � ¢ � • � •
<br /> i i ¢ ¢ N BLOCK ALL2PLYWD. EDGES � 4 1 DEDICATE STUD BAY AT
<br /> � � °� n- PLYWOOD FLOOR SHEA7HING END OF SHEARWALL FOR
<br /> ' ' �� $ $ $ $ RE; NOTES 06160 NOT SUPPOR7ED BY HOLDOWN.
<br /> i i FOR JOIST SPANS z Z z Z FRAMING MEMBER.
<br /> i � BETINEEN 11'-0" AND o �� M ' o 0 0 � 8 BOTTOM PLA7E CONNECTION ��� I�
<br /> O RE: 1, 2 & 10 S1.1 � ��
<br /> i � 16'-0" ADD ADDI710NAL '-� / / I; . . . . , . I,I ;
<br /> 2x10 JflIST ADJACENT TO � -BLOGKING OR BEAM
<br /> i � HEAD OUT. ,� » » » PER PLAN I.) I.1, . . . . , . . . I ��I. �
<br /> i 1 3/4 MIN. 1 3/4 MIN. 1 3/4 MIN. 1 3/4 MIN. „ DIAPHRAGM EDGE NAILING ( I I '-14 - ADD L STUDS FOR HOLDOWN �
<br /> � � 2" MAX. 2" MAX. 2" MAX. 2" MAX. 1 3/4 MIN. SHEARWALL BEYOND PER � � ('�. . . . . .". . . I.'I �' PER SCHEDULE. ��'1
<br /> I ( I
<br /> z i i 2" MAX. SHEARWALL SCHED. TYP. I I I I I I I� �'� ` �
<br /> i i N07E: JOIST HEAD-OUT IS �,
<br /> a�'. � � FOR UNIFORMLY LOADED � I � �
<br /> W i i FLOOR JOISTS ONLY I I�I �I ( I� I f.l
<br /> __� __�______ ��___�___ �___ *CONTINUOUS COIL S7RAP
<br /> I ( � P CONT. 2x RIM
<br /> °- I I I � I I I I ( I'1 �� W�BLOCKING IF REQUIRED �
<br /> ; _
<br /> - DRAG STRUT PER PLAN
<br /> � ------ ---- -�---
<br /> � ,
<br /> T
<br /> --; -- - ----- , z ;�; z � ,I; z ��- ,I; � ,, ��, ��, i i i i i i i � . i i i � i
<br /> � ' � � ��_� � . . . '`_7 � {�-, g ���'`�� *�IJ�O p M . _1 L .- --� - -- .1J _ �l L . ..�, -- L- - �L�� - �
<br /> � � ��� m ��� �n ��� :
<br /> � . . . . . . . . . . . . . . . ..
<br /> m ��' � fi �- 0.148 DIA. X 2 1/4 AT 6 O.C.
<br /> WALL BELOW WALL ABOVE �
<br /> PLAN - �OIST HEAD-OUT. STAGGERED _ _ BLOCKING OR CONT. RIM CONNECTION
<br /> 2x4, 3x4 PLY ONE SIDE 2x4, 3x4 PLY TWO SIDES 2x6, 3x6 PLY ONE SIDE 2x6, 3x6 PLY 7W0 SIDES (14) 0.148" DIA. X 2 1/4" AT TO TOP PLATE Q�
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCAI_E: 3/4" = 1'-0' SHEARWALL _ _ _ _ _ _ _ HOLDOWN PER PLAN �
<br /> _. . _ .o_._ • -• -•----• -- - - - -� - � �-.- SEE SCHEDULE RE: 1Q/51.2 �
<br /> 07 TYPICAL JOIST HEAD- OUT DETAILS 80 ANCHOR BOLT PLACEMENT DETAILS ❑9 TYPICAL DRAG STRUT DETAILS -�r=----� ----�----� � -rr- � ��r- -�� i
<br /> PROVIDE PANEL AT NAILING �
<br /> � I I 1 I I I I I � � I.I . . . . . � I p AT END OF WALL STUDS 1HAT
<br /> 1. EXTERIOR BEARING � I I I I I I I r I FRAMING AT 5 � I'I . . I'I I ATTACH TO HOLDOWNS TYPICAL . ��
<br /> SUPPORT i'I I 1 I'I I�I � j PANEL EDGES �.j . _ I.I �
<br /> SIM. � (2) 2x FRAMING AT (�� 1 1�2„ , 3 1/2° -� _. _..,. .._ --� � -- - --_� �-- - I
<br /> I I I I I I I ( �`�' I I .f. l, /- AT ADJ(}INING PANEL ED(�S PROVIDE � �
<br /> (2) 1 1/2' CONT. SOLID I �� I I �� I I �� I I �� I I �� I ROOF LOOR SHEA7HING N07ES � I 1 I I I I ( � � � � . . - PANEL EDGE NAILING AND FRAMING PER
<br /> ADJOINING PANEL EDGES. CONT. RIM RIM PLUS BLOCKING � � ( SHEARWALL SCHEDULE (STAGGER NAILS) O5
<br /> RIM I � I I � I I � I I� I I �� I �.I I I I I I I i I � l'I I' Q� � �,
<br /> BE�OW BELOW BELOW I �'TI� I I �I�� 2� I I i � � - � ��- _�=��- -•-- I�� I 1 I �'� BLOCK ALL PLYWOOD EDGES NOT � �
<br /> , i � �. � �, BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. �
<br /> � ��� � ( i� I I �� I I i� I I �� I I �� ( PANEL EDGES (B.N.) ( � I r T � 1 r. ( SUPPOR7ED BY FRAMING MEMBERS AND � l 4� �
<br /> � _ Un � � f' � i ( I I 1 I I I I I NAIL W/PANEL EDGE NAILING 5 7 v . � �
<br /> RIM TO BLOCKING ( �� I I � �( �' I I `� � � � � 2, PANEL EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD I ( I I I I I � p
<br /> �`' `� .148"DIA.x3" NAILS � J - � �� i'� �`� �� SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS ('I I 1 I I �
<br /> � o � o � p �, � � I�i I I � I I ,� I I � I I � I ( � GALVANIZED ANCHOR B01_T RE: 5/S1.1 � �..�
<br /> � ,_,_, � ,y, � � 3 O C T Y P I C A L � � � I I �'K I I ��-� I INTERIOR FIELD NAILING F N. 12" O.C. AT BEARING SUPPORTS I I I -F I E L D f � (' W/ 3 X 3 X 0.2 2 9" G A L V A N I Z E D W A S H E R �� � p �
<br /> W z w = ,�, _ � 3. � • ) � r/�
<br /> a. c� c� c� a v � � � / �
<br /> N � � I � I I � I( � I I i I I �. I ( I NA�NG � J , ( �• DIA./SPACING PER SHEARWALL SCHEDULE. 11 � � �
<br /> I I ` 4. SEE PLANS FOR PLYWOOD 7HICKNESS & NAILING SCHEDULE
<br /> �� I I <� I( �� I I �� � , FOUNDA710N SILL PLA7E
<br /> II I'I II' e� � �r
<br /> � � � � I ( I �. . . . ( I'(. STAGGER NAILING � *�
<br /> 1 1/4" 3/4" I \�� I I � I I � I I �'� � 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR . � � �
<br /> � � � � ( I I I I I I I'1 I�) (� RE: SHEARWALL SCHEDULE FOR SIZE O 0
<br /> � TO 7RUSS FRAMING & FLOOR FRAMING.
<br /> I � �� I I \� .- I 2, '� I I I I I I 1 �--�
<br /> (�) Row (�) Rows (3) Rows I �� I I ���� I.�---� � � �
<br /> CENTERED ON CENTERED ON CENTERED ON I � I I \\ � � � � I ''�I 6, M I N. E D G E D I S T A N C E F O R N A I L S S H A L L B E 3/8" I I I I I I I I I I'�I �' HOLDOWN ANCHOR PER PLAN
<br /> �� � I I ,,.� I I �� I I �' I , „ , „ I�I I I�I I�I I I�I I � � '� SEE SCHEDULE RE: 10%1.2 � �.�., ,�; �
<br /> RIM BELOW RIM & BLKG BELOW RIM BELOW � � �, MINIMUM PLYWOOD SHEET SIZE 2-0 X 4-0 � i"' �
<br /> II II II II II II I'�. . �� � � �
<br /> g, NAILS SHALL NOT BE OVER DRIVEN I I I, I I I I I I � I CONCRETE FOUNDATION � . � � �
<br /> P6TN 8c P6 P4 �C P3 P2 - �L-- . - -- -11-- - L-- -- _- .��__ .��� � � w w°
<br /> , • • a I J • • • I � . ' I• /1 ...�1. ^'.• I � O � .. .
<br /> ^ ,,.: II ^ Q . a m � � 19 � � � : �a. �. : � � �. al� , : Q�I:: . • ^: ^ . � ' PROVIDE MINIMUM OF TINO BOLTS PER
<br /> � , �. . �Q . °. .° . � a. �„ � . ^ � � ° �'- .t , PLATE WITH ONE BOLT NOT LOCATED �,.,..
<br /> i � i � „ . a " . . � � � „ . . a .. MORE 7HAN 12 INCHES OR LESS THAN
<br /> ,� ^ „ . �� . Q � . �° : ° �Q4 " . . � . „ : .. ; � .
<br /> (7) BOLT DIAME7ERS FROM 7HE END. 10
<br /> SCALE: NONE SCALE: NONE SCALE: NONE - SEE DETAIL 8 7HIS SHEET
<br /> 10 BOTTOM PLATE NAILING PATTERN 11 TYPICAL ROOF/FLOOR SHEATHING LAYOUT 12 TYPICAL SHEARWALL NOMENCLATURE ELEVATION '
<br /> � )
<br />
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