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SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ NEM-FIR STUDS AND HEM-FIR PLATES
<br /> SNEARWAL� PER PLAN WYPE EDGEL NAI I�NG BOTTOM PLATE RIM OR BLOCKfNG TO TOP PLATE CONN. FOUNDATION FRAMING ANCHOR BOLT �
<br /> BOTTOM P�ATE NAILING PER (3) ROWS (3) OR (4) ROWS SHEATHING NAILING O 0.148"x3.25" LTP4 DIRECT SILL PLATE AT ADJOINING SPACING Q
<br /> SHEARWA�L SCHEDULE RE: 11 fSL2 & 10/S1.2 RE: 11/51.2 & 1Q/S1.2 NAILWG ROWS SPACING TOENAIL TO FRAMING A35 ONLY 10 � PDGES � 75/EMBED 13 �'
<br /> RE: 11/S1.2 & 10/S1.2 O O
<br /> P6TN 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 /> P�N FLOOR SHEATHfNG ONE SIDE . �
<br /> RE: i/S1.2 RE: 1 fS1.2 7 16" SNT. 6" O.C. 12" O.C. (1} 4" O.C. N A �� �° 2x 2x 48" O.C. U �
<br /> �RE: NOTES SECTION 06160 P6 � � 24 O.C. 16 O.C. -�
<br /> FOR BALANCE FOR BALANGE Z �
<br /> FLOOR DIAPHRAGM EDGE NAILING � OF SECTION OF SECTION ONE SIDE - � ^
<br /> 2 2x OR 3x
<br /> RE: NOTES SECTION Q6160 P4 7/16" SHT. 4" O.C. 12" O.C. (2) 6" O.C. N/A 16" O.C. 2x � � 18" O.C. � �
<br /> 12" O.C.
<br /> 2x BLKG. W/.148"DIA.x3 4 3"OC ONE SIDE o �
<br /> BLOCK TO RIM
<br /> NOT REQUIRED �OR P6) P3 7/16" SHT. 3" O.C. 12" O.C. (2} 4" O.C. N/A 12" O.C. 2x (2)2x OR 3x 12" O.G. 1 � o
<br /> 10" O.C.
<br /> ONE SIDE tn � �
<br /> A35 W/(12) Q.131" DIA. X 1 1/2" � A35 W/(12) 0.131" DIA. X 1 1/2" A35 W/(12) 0.131" DIA. X 1 1/2" � c�_>
<br /> RE: SNEARWALL SCHEDULE FOR GONT. 4x RIM RE: SHEARWAL� SCHEDULE FOR CONT. 4x RIM RE: SHEARWALL SCNEDULE FOR 7/16" SHT, 2" 0.e. " 6" O.C. N A „ 3x (2)2x OR 3x 24" O.C. N � co
<br /> P2 12 O.C. (3) � 10° O.C. t0 O.C. � �
<br /> 2x CONT. RIM� SPACING SPACING SPACING ONE SIDE � -� ``�
<br /> PEN •
<br /> 7/16" SHT. 4" O.C. ' 5" O.C. N A > 3x (2)2x OR 3x 20" O.C. � °'
<br /> RIM/BLOCKING TO TQP PLATE 2P4 12' O.C. (3) � 10' O.C. 10" O.C. � T'
<br /> �-- RIM BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE B O T H S I D E S W � �
<br /> RIM/BLOCKING TO TOP PLATE � 3� 2 2 x O R 3 x 1 6 O.C. - o �,
<br /> CONN. PER SHEAftWALL C O N N. P E R S H E A R W A L L S C H E D U I.E �T P 4 4 V/(1 2 0 0.1 3 1" D I A. X 2 1/2" P E N 2P3 �/1 6" S H T. 3" O.C. 12" O.C. (3) 4" O.C. N/A 8" O.C: � � � � v�
<br /> S C H E D U L E A 3 5/�T P 4 LTP4 W/(120 0.131" DIA. X 2 1/2" BOTH SIDES 8' O.G � � �
<br /> W/(12) Q.131" DIA. X 2 1/2" SHEARWALL PANEL EDGE NAILING SHEATHING (2) SIDES , ;J � `�
<br /> PER SCHEDU�E 7 16" SHT. " " 3X 2 2x OR 3x 12' O.C. �' �
<br /> 2P2 � 2 O.C. 12" O.C. (3) 3 O.C. N/A 6�� O.C. ,� U •'� �
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PL.AN BOTH SIDES 6 O.C. � o �
<br /> SCALE: NQNE SCALE: NONE SCALE: NONE (� � �
<br /> TYPICA� EXTERIOR SHEARWA�I� CO�I�IECTIQ�I TYPICA� EXTERIOR SNEARWAI�� COI��lECT10�! TYPICA� EXTERIOR SHEARWAL� COf��JECT10(� sHEaRwa�� scHEou�E No-r-Es:
<br /> 1. STUDS SHALL NOT BE SPACED MORE TNAN 16" O.C.. � n
<br /> 2. RE: S1.0 SECTION 06100 "ROUGN FRAMING" FOR REQUIREQ WALL STUD AND PLATE SPECIES AND GRAQE. � �
<br /> �� P6 P4 � P3 0 P2 � 2P4 2P3 2P2 � 1
<br /> 3. RE: S1.Q SECTION 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING. ` f �� fi�` ` g
<br /> > > > � � �� � ����`:
<br /> 4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMINAL OR WIDER FRAMING. SEE NOTE 5. , U `� � 'T `
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SNALL NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "P6". '
<br /> 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE> PANEL JOINTS SHALL BE OFFSET TO FALl, ON DIFFERENT FRAMING MEMBERS OR
<br /> FRAMING SHALL BE 3" NOMWAL OR THICKER AND NAILS SNALL BE STAGGERED. ' ' - >h r
<br /> FOUNDATION SILL PLATE AND STUDS 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131" X 2 1/2").
<br /> PER SHEARWALL SCHEDULE TYP. 8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148" X 3.25"). �
<br /> �-_ 9. FLOOR DIAPHRAGM NAfLING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DQ NOT OVER NAIL THE BLOCKING. �
<br /> „ � � 10. ANCHQft BOLTS SHALL BE GALUANIZED 5/8" DIAMETER A-307 AND SNALL BE SECURED IN PLACE PRIQR TO CONCftETE POUR, WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED. � ` ���1� �
<br /> PROVIDE 3X3X1�4 PLATE ------- » �, »
<br /> WASHER � EA. ANGHOR TYP. 11. GALVANIZED 3 X 3 X 1/4 PLATE WASNERS ARE REQUIRED AT EACH ANCHOR BOLT. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. ti �`�l� �
<br /> U.N.O. 12. LTP4 FRAMING PLATES SHALL BE INSTA�LED WITH 12-8d X 1 1/2° (Q.131" X 2 1/2") NAILS. RE: DETAILS 1, 2, 3 & 6/S1.2. � �w
<br /> 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (O.f31" X 1 1/2") NAILS. RE: DETAILS 1, 2 & 3S1.2. � � � � �� a �
<br /> 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMWG TO ASTM 153 OR STAINLESS STEEL. �' o 0
<br /> 15. ALL WOOD IN CONTACT WITN CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. cf� � ��
<br /> ° ° � � 16. WHERE BOTTOM PLATE NAILING SPECIFlES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1 f2 INCH AND STAGGERED. �?�� �
<br /> � � o � 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER ANO EMBEDMENT ALLOWEQ AT INTERIOR BEARING AND PARTY WALLS. �I,�
<br /> 0 o a a
<br /> o ° � ° o ° ° 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 1Q/S1.2 SlM. AND BOTTOM PLATE NAILING.
<br /> o p° o ° o° � o . WHERE BUILDING OFFICIALS RLLOW, OSB $HEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAII.ED WITH 10d NAILS (0.148" DIA X 3" LONG)
<br /> �� A.BOLT PER SHEARWALL SCHEDULE ° 0 1 1
<br /> �� ° � SHEARWA�L SCNEDU�E W � �
<br /> Q a �,�; � �- o
<br /> d PLYWOOD ROOF SHEATHING Q � o CO
<br /> N
<br /> ° � � � Q � ° 10 DIAPHRAGM EDGE NAILING � �' �
<br /> :a
<br /> d . d p a .
<br /> a . . � , ' Q � . �d. �� p . � �
<br /> a a � SIMPSON LTP4 TRUSS/JOIST BLOCKING w �
<br /> . a .
<br /> A a° a. SIMPSON LTP4 W/(12) 0.131" DIA. X 1 1�2°
<br /> �� FOUNDATION PER PLAN W/(12) 0.131" DIA. X 2 1/2" WHEN APPLIED DIRECT TO FRAMING �
<br /> . . _ . , . . . . . . . „ . . . BLOCKING CONNECTION TO
<br /> WHEN APPLIED OVER SHEATHING - - - - - - - - - - - - -=-. . . .'�. . �:'. '.� TOP PLATE o
<br /> � ,t c [� � I- - - - (-1- - � E- - - -� - ��1 :.- , ;. . �
<br /> 0
<br /> SCALE: 3/4"=1 -0 TYP I C A� J H L_A R WA�� SCALE: NONE � "
<br /> FRAMING AT � O p
<br /> •I � I•� I• �� PANEL EDGES �3 5 ('I .. . _ . ..{ �: ' �� a
<br /> 04 �1QT USED (� A�1CHOR BO�T TO COI�CRETE 0 TYPICA� S NiPS0�1 �TP4 : . . ��
<br /> I I � � C � I�C .. . ���:�� �
<br /> �
<br /> 1. EXTERIOR BEARING •
<br /> SUPPORT , (,I �I I. .� . . . . .". . . . . ;.. �-�- q
<br /> SHEARWALL BEYOND PER � T � ' �' -�- � � � � � � � � m c.Q>
<br /> _ _ _ _ _ _ _ _ SHEAR WALL SCHED. TYP. I � I I } �
<br /> � I / I � CONTINUOUS C01� STRAP� � I I f �
<br /> � � � � � ROOF/FLOOR SHEATHING NOTES i�fj � �
<br /> I �I� I � 2�. --+�-�I DRAG STRUT PER PLAN �� • � � �
<br /> / / \ �, BOUNDARY NAILING AT ROOF FLOOR PERIMETER, AT CONT.
<br /> �
<br /> I � I ~ ( � I � I I / / PANEL EDGES (B.N.) JOIST PER P�AN - TYP. I .� NOTE: � �
<br /> \ 2 � w
<br /> 2. EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD 1 MINIMUM SIZE OF SHEATHING 1 -4
<br /> f � / � / SNEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS -�-DEDICATE STUD BAY AT
<br /> / SHALL BE 2'-0" X 4'-0"
<br /> / � / 3 BLOGK ALL PLYWQ. EDGES
<br /> I ( /I I\ I / � I 3. INTERIdR FIELD NAILING (F.N,) 12" O.C. AT BEARING SUPPORTS PLYWOOD FLOOR SHEATHING NOT SUPPQRTED BY END OF SHEARWALL FOR
<br /> \ RE: NOTES 06160 FRAMWG MEMBER. NOLDOWN.
<br /> \ � � � � 4. SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE � � � ' � `
<br /> BOTTOM PLATE CONNECTION
<br /> � . �
<br /> 0 RE: 1, 2 & 10/S1.2 `
<br /> � � � / \ 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICU�AR BLOCKING OR BEAM . I � �
<br /> I I (I �I TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. PER PLAN •� � � � • ' • ADD'l. STUDS FOR HOLDOWN �
<br /> ~ � � � _..��� DIAPHRAGM EDGE NAILING I � �.�. :
<br /> I �I I � I /) \ � / 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3 f 8" SNEARWALL BEYOND PER PER SCHEDULE. �
<br /> 1 �.� . . . . . . . . . . .:.
<br /> / � / \ /. SHEARWALL SCHED. 3/S9.0 . . . )
<br /> 7. MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0° TYPICAL ,I (,I ' ��1:�' �
<br /> �-r � I � �� � � �
<br /> �CONTINUOUS COIL STRAP CONT. 2x RIM
<br /> g. NAILS SHALL NOT BE OVER DRIVEN DRAG STRUT PER PLAN �I I I � � I'� . .".�. . .� � ' ' ' W/BLOCKING IF REQUIRED �
<br /> I I � � �� . . . . . �.�. . :o: �
<br /> �cs2o �l l - L� � - � - - � � � 4�
<br /> WALL. BELOW 0.148" DIA. X 2 1/4" AT 6" o.c. WALL ABOVE � -� �
<br /> STAGGERED BLOCKING OR CONT. RIM CONNECTION
<br /> (14) 0.148" DIA. X 2 1 f 4" AT TO TOP P�ATE �p � �
<br /> SHEARWALL �
<br /> SCALE: NONE SCALE: 3/4" = 1'-0" ; • HOLDOWN �
<br /> _ _ - _ _ _ - _ _ - _ - _ _ _ _ _ RE: 10, 11, 14 & 15 f 51.3 � O
<br /> . . .. . . . . . . . . .. . . . •. . �
<br /> 7 ROOF F�00� SHEATNI�IG �AYOUT 9 DRAG STR�T DETA I�S � � � � �
<br /> � / � I . • � �'.I.. ".. " . . . " . ' . � PROVIDE PANEL AT NAILING
<br /> - � I � � .�. -�. . .�.�.�� � � AT END OF WALL STUDS THAT �
<br /> I• ' � FRAMING ATS 3 5 I�. ... ... .. i • t ATTACN TO HOLDOWNS TYPICAL . � �
<br /> � • I• PANEL EDGE . . . . . . . k � . : � Q
<br /> j AT ADJOINING PANEL EDGES PROVIDE �I
<br /> 3 ��2" ( � � � I. � . _ ��� , ' PANEL EDGE NAILING AND FRAMING PER � �
<br /> (1) 1 1/2" (2) 1 1/2" CONT. SOLID SIM. Q (2) 2x FRAMING AT 'f ( � ' � � SHEARWALL SCNEDULE (STAGGER NAILS} � � . �
<br /> CONT. RIM RIM PLUS BLOCKING ADJOINING PANEL EDGES. I I � T �,T' �, � � � �
<br /> BELOW BELOW BELOW I� � . . .�. . . .� ��• ' . BLOCK ALL PLYWOOD EDGES NOT � �
<br /> I - ,- � � -,. � I � �
<br /> ` ' SUPPORTED BY FRAMlNG MEMBERS AND
<br /> � � �- '� 1 I NAIL W/PANEL EDGE NAILING 3 5 Q,, �
<br /> `�RIM TO BLOCKING I,I ( � I � �
<br /> � J � J �, .148"DIA.x3" NAILS � � � -�-�`'� �
<br /> �" o �" � � �� `�" o � FIELD . �L3AXI 3 D AN�HO A VQANI ED WASHER TU� � O
<br /> @ 3 OC TYPICAL � �
<br /> w = �., � � z . v1
<br /> � c� � ca � c� I �•_ . . . . . . . • . .•
<br /> � � c� � � w
<br /> � � � NAILING . DIA./SPACING PER SHEARWALL SCHEDULE. 13 }''
<br /> Q-_-� . . . . � �
<br /> j (.I.'. . . . . . �. . FOUNDATION SILL PLATE �.,� 1 �
<br /> 1 1 4" 3 4" � I• �.�. �'�•. ' REA SHEARWALLGSCHEQULE FOR SIZE 1� � w �
<br /> / / rJ Ii . . . . ; � �
<br /> (1) ROW (2) ROWS (3) ROWS �.�--- ( I HOLDOWN ANCHOR PER PLAN � �
<br /> C�NTERED ON CENTERED ON CENTER ON ' �� I. �. _ � . .��1��. RE: 1 & 10/S1.3 � �.{ �
<br /> RIM BELOW RIMS BELOW RIM BELOW �' I �._.� � � �
<br /> l I rJ 1�1= : :� : :� -�
<br /> � � � - CONCRETE FOUNDATION � � �
<br /> P6TN P6 P2 2P3 2P4 2P2 �I ; . :___ I1, � � . - �I �� �
<br /> , P4 �C P3 , , , . . . . . W w
<br /> � � 4• � a • . n • n .'.� n�• • a
<br /> " ^ ° . „ ° � � a�� . � ^ � ' PROVIDE MINIMUM OF TWO BQLTS PER
<br /> � � a � � . a � ,
<br /> � �Q ° . ° � a ^ . R n � .a � � � � , PLATE WITH QNE BOLT NOT LOCATED �-�--��--�-
<br /> MORE THAN 12 WCHES OR LESS THAN
<br /> I ^ � � � �` ^ � a� � . . ° : 4 �a ^ ~ � : ^ � � (7) BO�T DIAMETERS FROM TNE END. 13
<br /> SCALE: NONE
<br /> S :
<br /> 10 BOTTONI P�ATE �lAi� I�G PATTER�! � 2 � TYP CA� SHEARWA�� �10N1E�1C�AT�RE E�EUAT ON �
<br /> ❑ � �
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