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<br /> SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND HEM-FIR PLATES
<br /> SHEARWALL PER PLAN WAL� PANEL FIELD BOTTOM PLATE O RIM OR BLOCKING TO TOP PLATE CONN. FOUNDATION FRAMING ANCHOR BOLT
<br /> TYPE EDGE NAILING NAILING SILL PLATE AT ADJOINWG SPACING �
<br /> BOTTOM PLATE NAILING PER SHEATHWG �� �
<br /> SHEARWA�L SCHEDULE {3) ROWS (3} OR (4) ROWS NAfLiNG 0.148"x3.25 LTP4 DIRECT A35 QNLY 10 PANEL 5/8" DIA. �
<br /> RE; 11/S1.2 & 10/S1.2 RE: 11/S1.2 & 10/S1,2 RE: 11/St.2 & 10/S1.2 0 O ROWS SPACING TOENAIL TO FRAMING � �� EDGES � 7" EMBED 13 �
<br /> P6TN 7 f 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 /> PEN FLOOR SNEATHING ONE SIDE �
<br /> RE: NOTES S�CTION 06160 RE' 1�s1'Z RE: 1/S1.2 7/16° SHT. 6" O.C. 12" O.C. (1) 4" O.C. N A 2x 2x 48" O.C. U �
<br /> FLOOR DIAPNRAGM EDGE NAILING FOR BALANCE FOR BALANCE P6 � 24" O.C. 16" O.C. z � �
<br /> T OF SECTION OF SECTION ONE SIDE _
<br /> RE: NOTES SECTION 06160 7/16" SHT. �� ,� 6„ O.C. N A 2X (2)2x OR 3x 18" O.C. � �
<br /> � ''" 2x BLKG. W/.148"DIA,x3 C�? 3°OC P4 ONE SIDE 4 O.C. 12 O.C. (2) � 16 O.C. t2" O.C. �
<br /> �
<br /> TO RIM
<br /> o ,-+
<br /> NOT REQUIRED FOR P6) 7/16" SHT. » 4" O.C. N A �� 2x (2)2x OR 3x 12" O.C. � o
<br /> P3 ONE SIDE 3 O.C. 12" O.C. (2) � 12 O.C. 10" O.C. , a; �
<br /> A35 W/(12) 0.131�� DIA. X 1 1/2n � A 3 5 W/(1 2) 0.1 3 1" D I A. X 1 1/2° � - A 3 5 W�(1 2) 0.1 3 1" D I A. X 1 1/2" � •� �
<br /> RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM RE: SHEARWAI�L SCHEDULE FOR CONT. 4x RIM RE: SNEARWALL SCHEDULE FOR 7 16" SHT. �� " 3x 2 2x OR 3x 24" O.C. N U
<br /> 2x CONT. RIM SPACWG SPACING SPACING P2 � 2 O.C. 12" O.C. (3) 6 O.C. N/A 10" O.C. 10° O.C. t ) N o
<br /> PEN ONE SIDE � +, �
<br /> � �� 7/16" SNT. 4" O.C. 5„ O.C. N A 3x (2)2x OR 3x 20" O.C. �� °'
<br /> � ` RIM/BLOCKING TO TOP PLATE 2P4 12" O.C. (3) � 10" O.C. 10" O.C. � �
<br /> RIM/BLOCKING TO TOP PLATE RIM/BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE BOTH SIDES W � �
<br /> CONN. PER SHEARWALL CONN. PER SNEARWALL SCHEDULEJ LTP4 W/(120 0,131" DIA. X 2 1/2" PEN 2P3 ��16" SHT. 3" O.C. 12" O.C. 4" O.C. N/A �� 3x (2)2x OR 3x 16" O.C. , � o � '
<br /> SCHEDULE A35/LTP4 L7P4 Wf(120 0.131' DIA. X 2 1/2 (3) 8 a•c• 8» Q� � � �
<br /> W/(12) 0.131n DIA. X 2 1 f2° S H E A R W A L L P A N E L E D G E N A I L I N G B O T H S I D E S � � �
<br /> PER SCHEDULE SHEATNING (2) SIDES ,�
<br /> 7/16" SNT. 2" O.C. " 3" Q.C. N A �� 3x (2)2x OR 3x 12° O.C. � � �
<br /> SHEARWALL PER PLAN SHEARWALL PER PLRN SHEARWALL PER PLAN 2P2 12 O.C. (3) f 6 O.C. 6" O.C. � z �
<br /> BOTH SIDES .
<br /> SCALE: NONE SCALE: NONE m o
<br /> SCALE: NONE -+-' � "�
<br /> D [� �I (� I SHEARWALL SCHEDULE NOTES:
<br /> �
<br /> � �
<br /> TYPICAL EXTER OR SHEARWA�� C0�1�! CT 0 c I » .�:..�
<br /> � E I �1 TYP CA EXTERIOR SNEARWA � CO�I�lE�T10�1 TYPICA� EXTER
<br /> I' Q I\ J�E A I\WA L� C O�I V E l�TI O N 1. STUDS SHALL NOT BE SPACEQ MORE THAN 16 O.C.. <
<br /> I � P 6 P 4 � P 3 � 3 2. RE: S1.0 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. `� �
<br /> � . � li �) '�:;`$ 4\
<br /> P 2 0 2 P 4, 2 P 3, 2 P 2 3. RE: S1.0 SECTION 06160 WOOD SHEATHING FOR REQUIRED SHEAR WALL SHEATHING THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIR CTL � • � k
<br /> , E Y T O F R A M I N G, r :
<br /> 4. SHEATNING PANELS MAY BE INSTALLED EITHER NORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMfNAL OR WIDER FRAMING. SEE NOTE 5. , �� � f�,���
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3" NOMINAL ANQ NAILS SHAL� BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "P6". k` , €
<br /> 6. WHERE PANELS ARE APPLIED ON BOTH FACES QF A WALL AND NAIL SPACING IS LESS THAN 6" O.G. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR ' �; : °
<br /> FOUNDATION SILL PLATE AND STUDS FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. . .. �.. _,, �; ..,.E,:.; .W ....�-. �< �
<br /> PER SNEARWALL SCNEDULE TYP. 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0,131" X 2 1/2"). -
<br /> - 8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148" X 3.25"). �,
<br /> �'��� 9. FLOOR DIAPHRAGM NAILING SHALL BE PI.ACED BETWEEN THE SPACING GALLED OUT FOR BOTTOM PLATE NAfLING. DO NOT OVER NAIL THE BLOCKING. '�
<br /> PROVIDE 3X3X1/4" PLATE _ ` 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED. S �`��r� o
<br /> WASNER (� EA. ANCHOR TYP. 11. GALVANIZED 3" X 3" X 1/4" PLATE WASHERS ARE REQUIRED AT EACH ANCNOR BOLT. RECESSING PLATE WASHERS IN PLATES IS NOT AL�OWED. s �
<br /> U.N.O. 12. LTP4 FRAMING PLATES SHALL BE WSTAL�ED WITH 12-8d X 1 1/2" (0.131" X 2 1/2") NAILS. RE: DETAILS 1, 2, 3 & 6/S1.2. � � �'�
<br /> 13. A35 FRRMING ANGLES SHALL BE INSTAL�ED WITH 12-8d X 1 1/2" (0.131" X 1 1/2") NAILS. RE: DETAILS 1, 2 & 351.2. � :� ' . ;�q � �
<br /> 14. ALL NAILS WTO PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZE� CONFQRMING TO ASTM 153 OR STAINLESS STEEL. � �o ' o
<br /> 15. ALL WOOD IN CQNTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. � �, r�
<br /> ° o ° �� l6. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCN AND STAGGERED. `�?�� �
<br /> o � o o ° �_ 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWEQ AT lNTERIOR BEARING AND PARTY WALLS. ��
<br /> ° 6 ° � � � ° � � 18. 2-2x'S fN LIEU OF 3x'S AT PANEL EDGES AGCEPTABLE PROVIDED STUDS ARE ATTACHED PER 10/S1.2 SIM. AND BOTTOM PLATE NAILING.
<br /> 0 0° o ° ^� � o . WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED �VER 1 J2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED W{TH 10d NAILS (0.148" DIA X 3" LONG) �
<br /> ,� A.BOLT PER SNEARWALL SCHEDULE o ° 1 1
<br /> � ° ° � � SNEARWA SCHEDu E
<br /> � � �
<br /> � W �
<br /> ° � �
<br /> a - PLYWOOD R04F SHEATHING � N � �
<br /> a " . . � . � a . o Q � � N
<br /> 4 ° ,Q 4 ` � ° � 1 a / -pIAPHRAGM EDGE NAILING � `r-' �
<br /> a . . � . ' Q ' . , "d. _a a �/ W �k
<br /> . , Q . .
<br /> a. �r
<br /> ` � � � � SIMPSQN LTP4 TRUSS/JOIST BLOCKING w o
<br /> A °d . � . a ° SIMPSON LTP4 W/(12) 0.131" DIA. X } 1/2»
<br /> � FOUNDATION PER PLAN W/(12) 0.131" DIA. X 2 1/2" WHEN RPPLIED DIRECT TO FRAMING
<br /> . . . . . . . . . . . . .. . , . . . .
<br /> BLOCKING CONNECTION TO
<br /> WHEN APPLIED OVER SHEATHING - _ _ - _ _ - ` - _ _ - - - - - TOP PLATE �
<br /> � (� I � � � � � �� .- , . . �
<br /> SCALE: 3 f 4"=1 -0" TYP l�A� S H E A R WA LL SCALE: NONE FRAMING AT 3 5 ` p H
<br /> 4 �1 Q T U�E Q � (• I � (•I ,•) �• PANEL EDGES � I . . k �:I
<br /> � � 7 �
<br /> A�ICHOR BO�T TO �O�ICRETE � TYPICA� SI�IPSQ�} �TP4 ,
<br /> � I � I I 1� ��� �: I�a.k� �
<br /> 1• EXTERIOR BEARING • Q c��n
<br /> SUPPORT ,I I , � I I�I �. .� �. � : � FE--- �
<br /> + � -� -T -. -. � � -
<br /> SHEARWALL BEYOND PER _ ._ . �, � � � � . . , . � m Q
<br /> SHEAR WALL SCHED. TYP. I I I � ' � �
<br /> ( � � / \ / � ROOF/FLOOR SHEATHING NOTES � 1 � �
<br /> � �I � z I \ CONTINUOUS COIL STRAP* � �� ( � �
<br /> / � / \ �. BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. DRAG STRUT PER PLAN � • ( � � F--
<br /> � i � �
<br /> I I � I I I I � I � 1 I I �
<br /> / / \ P A N E L E D G E S B.N.) JOIST PER PLAN - TYP. I NOTE: z i � '
<br /> / �, E D G E N A I L I N G (P.E.N.) A T A L L E D G E S O F A L L P L Y W O O D ! M I N I M U M S I Z E O F S N E A T H I N G
<br /> � \ / \ ` SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS SHALL BE 2'-0" X 4'-0" 1'-4"
<br /> -'°' DEDICATE STUD BAY AT
<br /> BLOCK ALL PLYWD. EDGES i
<br /> ( � �� ( / �� I 3. WTERIOR FIE�D NAILING (F.N.) 12" O.C. AT BEARING SUPPORTS PLYWOOD FLOQR SHEATNWG NOT SUPPORTED BY END OF SHEARWALL FOR
<br /> \ RE: NOTES 06160 FRAMING MEMBER. HOLDOWN.
<br /> � / � � �' 4, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCNEDULE
<br /> � � BOTTOM PLATE CONNECTION
<br /> � \ ` f f \ 5, �ONG QIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR � RE: 1, 2 & 10/S1.2 �, . .�. .�. � . ' • '�'�
<br /> \ I I/ � I I �' � I� � ( I \ I TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. PERCP AN aR BEAM ,) . . . . _ . . . .f•{'I, �
<br /> I /I I � I /) I� I / / �� DiAPHRAGM EDGE NRILING I I I � ' �. . ; ADD L STUDS FOR HOLDOWN �
<br /> 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3 8 SHEARWALL BEYOND RER � PER SCHEDULE. �
<br /> � \ f � / SHEARWA�� SCHED. 3/S9.0 E � . `• * �
<br /> J, MWIMUM PLYWOOD SHEET SIZE 2'-4" X 4'-0" TYPICAL I , � � � �
<br /> p I•I �', I�. . _. ,:. CONT. 2x RIM �
<br /> g, NAILS SHALL NOT BE OVER DRIVEN �CONTINUOUS COIL STRAP �� •I I � .
<br /> RAG STRUT PER PLAN �. � I I. . ... ... . . .. .o' W/BtOCKING IF REQUIRED
<br /> �CS20 � I L_L_ I � - . . . . . . . �
<br /> �
<br /> WALL BELOW o,i4a" DIA. X 2 1/4" AT 6° o.c. WALL ABOVE �'� �
<br /> STAGGERED BLOCKING OR CONT. RIM CONNECTION � �
<br /> SCALE: NONE (14) 0.148" DIA, X 2 1/4" AT � �
<br /> TO TOP PLATE 10
<br /> SHEARWALL HOLDOWN Q�
<br /> SCALE: 3/4" = 1'-0" .�.�
<br /> 07 R�OF/F�OOR SH EATH �I G �AYOU T g � _ _ _ - _ _ _ _ _ - _ - : �: _ � ' RE: 10, 11, 14 & 15/S1.3 0
<br /> 0 DRA� STRUT DETA �S . �
<br /> � I � � ��:. . . . . . . . _ �� . � PROVIDE PANEL AT NAILING �j
<br /> � � � . AT END �F WALL STUDS THAT ,
<br /> II � �
<br /> ,I I � I.I I.I �' FRAMING AT 3 5 I�I. . . ._. ... . . ���;. � ATTACH TO HOLDQWNS TYPICAL . � O .
<br /> PANEL EDGES
<br /> 3 1 2" I (• . . . . . .....:. . � ; AT ADJOINING PANEL EDGES PROVIQE � �
<br /> (1) 1 1/2" (2) 1 1/2" CONT. � . . . .
<br /> � PANEL EDGE NAILING AND FRAMING PER � �
<br /> SfM. C� SHEARWALL SGNEDULE )
<br /> CONT. RIM RIM PLUS BLOCKING SOLID (2) 2x FRAMfNG AT � (STAGGER NAILS 05
<br /> BELOW BELOW R�M ADJOINING PANEL EDGES. I. I I.I � ., . .:. . �'� ''"�
<br /> f � -s-- --.- --�-. -. �-- -s- -.- . . . �.
<br /> BELOW I�) � � � � BLOCK ALL PLYWOOD EDGES NOT � �
<br /> � � ��� ( I a •- � � I I � I SUPPORTED BY FRAMING MEMBERS AND � �
<br /> .. .
<br /> NAIL W/PANEL �DGE NAILING 3 5 � o
<br /> RIM TO BLOCKING .J � � I � �
<br /> � ``' .148"DIA.x3" NAILS � � � U � �
<br /> � _ � Q � Q 3"O C T Y P I C A L "' � �` I . . _ : GALVANIZED ANCHOR BOLT RE: 5 S1.2
<br /> F I E L D i ' W/ 3 X 3 X 1 f 4" GALVANIZED WASHER �/� O
<br /> n- c�n °- � � � � NAILING . . . . . . :.. V 1 +'
<br /> O ; : . . . DIA./SPACING PER SHEARWALL SCHEDULE. 13
<br /> bQ
<br /> . . . .
<br /> q. I . . . ,
<br /> (+I� � . FOUNDATION SfLL PLRTE � � .�
<br /> � � � . . . .:.; ;�'.I: STAGGER NAILING � �
<br /> 1 1 4" 3 4" I � '+.�. . � RE: SHEARWALL SCNEDULE FOR SIZE 1� � �
<br /> (1} ROW (2) RQWS (3) ROWS �' � �
<br /> �
<br /> CENTERED ON CENTERED ON CENTER ON I ) I II HOLDOWN ANCHOR PER PLAN �
<br /> �J I`I. . . . . .� . . .j,. RE: 1 & 10/S1.3 � �,
<br /> RIM BELOW RIMS BELOW RIM BELOW � CC� �"i }'
<br /> I � I � �� I'I � -: : :_ . _ ���' a�.a � �
<br /> .
<br /> P 6 T�1, P 6 P 4 � P 3 P 2, 2 P 3, 2 P 4, 2 P 2 , �� _ _ _� � T . _ _ _ � :_� . � � , : CONCRETE FOUNDATION � � �
<br /> . ^ Q . �' a n ^ � �/ � �1 h�-i
<br /> ^ '' ° Q � � � � ^ ' PROVIDE MINIMUM OF TWO BOLTS PER
<br /> J � � � Q �I� � � ' PLATE WITH ONE BOLT NQT LOCATED
<br /> � � �Q � � � �.� � �. 4 �^ . � . � , a . ° � �
<br /> `" MORE THAN 12 INCHES OR LESS THAN
<br /> I ^ n ~ . a . �� . •. n ^ ° : v � � � • c ' LI , cd . ^ n ' °,t ' ^ � ( ,
<br /> SCALE: NONE � - (7) BOLT DIAMETERS FROM THE END. 13
<br /> SCALE: NONE
<br /> 10 BOTTOM P�ATE NAI�1�1G PATTER�1 12 •
<br /> ❑ TYP �A� SNEARWA�� NON1E�lC�AT�RE E�E�ATI0�1
<br /> � �
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