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SHEARWALL SCHEDl1LE - 7/16" APA RATED SH�ATHING W/ HEM-FIR STUDS AND HEM-FIR PLATES
<br /> SHEARWALL PER PLAN WALL PANEL FIELD BOTTOM PLATE RIM OR BLOCKING TO TOP PLATE CONN. FOUNDATION FRAMING ANCHOR B4LT
<br /> TYPE EDGE NAILING NAILING 0 SILL PLATE AT ADJOfNING SPACING �
<br /> BOTTOM PLATE NAI�ING PER (3) ROWS (3} OR (4) ROWS SHEATNWG NAILING 0.148"x3.25" LTP4 DIRECT A35 ONLY 10 PANEL 5/8" DIA. o �
<br /> SHEARWALL SCHEDULE RE: 11/S1.2 & 10/S1.2 RE: 11/S1.2 & 10/S1.2 O O ROWS SPACING TOENAIL TQ FRAMING � � EDGES � 7" EMBED 13 �
<br /> RE: 11/S1.2 & 10/S1.2
<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 /> PEN FLOOR SHEATHING ONE SIDE -
<br /> RE: NOTES SECTION 06160 RE: 1/S1.2 RE: 1/SL2 7 16" SHT. 6" O.C. 12" O.C. (1) 4" O.C. N/A 2x 2x 48" O.C. U ;
<br /> FOR BALANCE FOR BALANCE P6 � 24n O.C. 16" O.C.
<br /> FLOOR DIAPHRAGM EDGE NAILING OF SECTION OF SECTION ONE SIDE � � ^
<br /> RE: NOTES SECTION 06164 P4 7/16" SHT. 4" O.C. 12° O.C. (2) 6" O.C. N/A 16" O.C, 2x (2)2x OR 3x 18' O.C. � �
<br /> 2x BLKG. W/.148"DIA.x3 @ 3"OC . ONE SIDE 12" O.C. � �
<br /> BLOCK TO RIM o f'
<br /> NOT REQUIRED FOR P6 7/16" SHT. » 4" O.C. N A � 2x (2)2x OR 3x 12" O.C. �'`� o ,
<br /> ) P3 3 O.C. 12" O.C. (2) � 12' O,C. n 1
<br /> .
<br /> A35 W/(12) 0.131" DIA. X 1 1/2" A35 Wf(12) 0.131" DIA. X 1 1/2" � A35 W/(12) 0.131" DIA. X 1 1/2" ONE SIDE 10 O.C. � � �
<br /> RE: SHEARWALL SCHEDU�E FOR CONT. 4x RIM CONT. 4x RIM
<br /> SPACING RE: SHEARWALL SCHEDULE FOR RE: SHEARWALL SCHEDULE FOR P2 7/16" SHT. 2" p,�. 12" O.C. (3) ��� O.C. N/A 10" O.C. 3x (2)2x OR 3x 24" O.C. � � co
<br /> SPACING SPACING ONE SIDE 10" O.C. � � � '
<br /> 2x CONT. RIM PEN ,_ �
<br /> ° --.:.- RIM/BLOCKING TO TOP PLATE 2P�. 7/16" SHT. 4" O.C. 12" O.C. (3) 5" O.C. N/A 10" O.C. ,> 3X (2)2x OR 3x 20" O.C. � °'
<br /> 10 O.C. � -� �
<br /> RfM/BLOCKING TO TOP PLATE RIM/BLQCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE BOTH SIDES W � �
<br /> CONN. PER SHEARWALL CONN. PER SHEARWALL SCHEDULE LTP4 Wj(120 0.131" DIA. X 2 1/2° PEN 2P3 7/16" SHT. 3" O.C. 12° O.C. 4" O.C. N A � 3x (2}2x OR 3x 16" O.C. - o �
<br /> �, � � �
<br /> SCHEDULE A35/LTP4 LTP4 W/(120 0.131" DIA. X 2 1/2" (3) 8' O.C. g O.C. r-,
<br /> W/(12) 0.131" DIA. X 2 1/2" 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 SHEATHING (2) SIDES
<br /> 7/1 6" S H T. 2" Q.C. ' 3" O.C. N A ^ 3x (2)2x O R 3x 1 2" O.C. U � �
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN 2P? 12' O.C. (3) � 6 O.C. 6" O.C. � � q
<br /> BOTH SIDES � o �
<br /> SCALE: NONE SCALE: NONE SCALE: NONE SHEARWALL SCHEDULE NOTES: � � �
<br /> TYPICA� EXTER QR SNEARWAI�� COfJNECT10�1 TYPICA� EXTER OR SNEARWA�� CO�1�lECT10�1 TYP CA� EXTERIOR SHEARWA�� CONf�ECT 0�1 1. STUDS SHALL NOT BE SPACED MORE THAN 16�� o.�.. : :
<br /> � P� P 4 �C P 3 � � �P� �� �7 �P� 2• RE: S1.0 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WAL� STUD AND P�ATE SPEGES AND GRADE. � �
<br /> � P2 a J n� . �
<br /> � ? 3. RE: S1.0 SECTION 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIEQ DIRECTLY TO FRAMING. : �
<br /> 4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMINAL QR WIDER FRAMING. SEE NOTE 5. ; ; U F '::
<br /> ,� » n �
<br /> B G AND NAILS SH L BE S GGERED
<br /> >:�::::::::><;::>:::.<«<,_<:><:::::::.;.<::..:€:.<:::�:.:>;;
<br /> MING E BE RECEIVING EDGF NAILING FROM A UTTIN PANELS SHALL NOT BE LESS AN 3 NOMINAL AL TA FOR ALL
<br /> 5. FRA M M RS TH SHEARWALL MARKS E CEPT P6 .
<br /> X
<br /> k:<:<€�:�:�«:::��:::::�::<;;�`;:::�;:;:':::
<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 /> 3
<br /> �:u : -' _.';�.,
<br /> FRAMING SHALL BE 3" NOMINAL QR THICKER AND NAILS SHALL BE STAGGERED. '
<br /> � ..._>:.
<br /> < _ ,:
<br /> FOUNDATION SILL PLATE AND STUDS 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIE�D NAILING SHALL BE 8d COMMON (0.131" X 2 1 2')
<br /> PER SHEARWALL SCNEDULE TYP. � •
<br /> 8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148" X 325"). - �
<br /> 9. FLOOR DIAPHRAGM NAfLING SNALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTQM PLATE NAILING. DO NQT OVER NAfL 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. � �`��j� Q
<br /> WASHER @ EA. ANCHOR TYP. 11. GALVANIZED 3" X 3" X 1/4" PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. � ���
<br /> U.N.O. 12. LTP4 FRAMING PLATES SHALL BE INSTALLED 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 FRAMING ANGLES SNA�L BE INSTALLED WITH 12-8d X 1 1/2" (0.131° X 1 1/2") NAILS. RE: DETAILS 1, 2 & 3SL2. � � : . ;�,� a� z
<br /> 14. ALL NAILS INTQ PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL �'' a � � o �
<br /> 15. ALL WOQQ IN CONTACT WITH GONCftETE OR MASONRY SHALL BE PRESERVATIVE TREATED, � � r�~'
<br /> p ° o ° �� 16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING QF 4 INCHES OR LESS NAILS SHAL� BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. `�?��' �
<br /> 0 0 0 ,� 17. GALVANIZEQ EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. �,�
<br /> � � ° � ° � ° � 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 /> o Q ° o ° �� p o . WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING 1S NAILED WITH 10d NAILS (0.148" DfA X 3" LONG)
<br /> A.BOLT PER SHEARWALL SCHEDULE ° � ( S N E A R WA� S C N E D U�E
<br /> 0
<br /> ` ° �
<br /> � ° �
<br /> , o o Fw � �- o
<br /> a P�YWOOD ROOF SHEATNING q � o N
<br /> a
<br /> a .a � o � �
<br /> a . a , Q d 10 DIAPHRAGM EDGE NAILING � r �
<br /> ° e � � a
<br /> . a . o w �
<br /> ° � a .` � a SIMPSON LTP4 TRUSS/JOIST BLOCKING w � -
<br /> � � . q ° 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 BLOCKI�G CONNECTION TO c9
<br /> WHEN APPLIED OVER SHEATHIN ' - - - - = ' _ � - � - - TOP PLATE �
<br /> � - �--- -� �- - � - -�-� .- .:. . : ; : o
<br /> ,
<br /> TYP CA� SNEARWA�� • �
<br /> SCALE: 3/4"=1'-Q" SCALE: NONE �
<br /> I• I �• FRAMING AT 3 5 I.I' . , . . _ , .., i O O
<br /> 4 N 0 T U S E D 5 ' i � •� PANEL EDGES k �:I. � �
<br /> ❑ ❑ ANCHOR BO�T T� C��1C�ETE 6 TYPICAL SIN1PSON �TP4 - . >
<br /> 0
<br /> I I � � 1� ��� : ��1:1� � �
<br /> 1. EXTERIOR BEARING Q � �
<br /> SUPPORT ' I � -� -�'-. -, �:-- -� � I'I � ( . . . . . . . ' • ~ Q
<br /> SHEARWALL BEYOND PER �
<br /> I �- .- . � � -. �: , . . . . . . . m v
<br /> SHEAR WALL SCHED. TYP. �, .
<br /> � T / \ / � ROOF/FLOOR SHEATHING NOTES t- �
<br /> I \ ( / \ CONTINUOUS COIL STRAP� I � •I I �
<br /> / � �� 2• DRAG STRUT PER PLAN � I � I � ~ .
<br /> / \ �, B O U N D A R Y N A I L I N G A T R O O F/E L O O R P E R I M E T E R, A T C O N T. J-�`--" �
<br /> I � I \ \ I � I � I / / I P A N E I� E D G E S (B.N,) JOIST PER PLAN - TYP. I ( NOTE � � z
<br /> 2, EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD 1 I MINIMUM SIZE OF SHEATHING z W
<br /> � \ / \ / SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS SHALL BE 2'-Q" X 4'-0° 1'-4" _
<br /> / I � I/ I \ / BLOCK ALL PLYWD. EDGES DEDICATE STUD BAY AT
<br /> / � / �O � 3, INTERIOR FIELD NAILING (F.N.) 12° O.C. AT BEARING SUPPQRTS PLYWOOD FLQOR SHEATHING NOT SUPPORTED BY END OF SHEARWALL FOR
<br /> � / \ / \ RE: NOTES 06160 HO�DOWN.
<br /> � 4, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEQULE FRAMING MEMBER.
<br /> . � , ,
<br /> � BOTTOM PLATE CONNECTION :. . .:. � . . �
<br /> \ \ / ( � ( � \ \ ( 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICU�AR BLOCKING OR BEAM RE: 1, 2 & 1Q/S1.2
<br /> f.��:� �
<br /> TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. PER P�AN � � � ' ADD'L STUDS FOR HOLDOWN �
<br /> ��/ \ / �''�
<br /> \ I -� �� I j g, MIN. EDGE DISTANCE FOR NAILS SNAL� BE 3/8° SNEARWALL BEYOND PER DIAPHRAGM EDGE NAILING f : : ��• , ' PER SCHEDULE. �i
<br /> � � � � / SHEARWALL SCHED. 3/S9.0 I _ .�. . . ... , _ . � O �
<br /> 7, MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0" TYPICAL .I I f ' . . .�'� �� �
<br /> .
<br /> �CONTINUOUS COIL STRAP •� •I • I.. ,..,.:. . . . . � . : CONT. 2x RIM �
<br /> g, NAILS SHALL NQT BE OVER DRIVEN r f
<br /> DRAG STRUT PER PLAN � : . W/BLOCKING IF REQUIRED �
<br /> � I � I . �� �
<br /> ��s2� LL . . . �"�
<br /> . . -: . . . . . . -- . . . - . .�. .-: . . �
<br /> .
<br /> WALL BELOW 0.148" DIA. X 2 1/4" AT 6" o.c. y�ALL ABOVE � .� �
<br /> STAGGERED • BLOCKING OR GONT. RIM CONNECTION ,.�..� '
<br /> � (14) 0.148° DIA. X 2 1/4" AT TQ TOP PLATE 10 �i �
<br /> SHEARWALL -�-�
<br /> SCALE: NONE SCALE: 3 f 4" = 1'-0" _ . HOLDOWN Q,� .
<br /> 7 ROOF F�OOR SNEATHING �.AY�UT - - - . . . = . -�- . .. . - . � - . . RE: 10, ,,, 14 & 15/S1.3 � �
<br /> ❑ � � DRAG STRUT DETAE�S `
<br /> � ( � � �.I . � PROVIDE PANEL AT NAILING � � -
<br /> • . . . . . � . �.'. AT END OF WALL STUDS THAT
<br /> I• �'• FRAMING AT 3 5 I-I . . . . . . . .. • .. . ATTACH TO HOLDOWNS TYRICAL . � �
<br /> ( � ' I• PANEL EDGES '.�. . . � � : � O
<br /> I I � I I I � (' . .:. . . . . . . . � . AT ADJOINING PANEL EDGES PROVIDE �
<br /> 3 1/2" PANEL EDGE NAILING AND FRAMING PER
<br /> (1) 1 1/2" (2} 1 1/2" CONT. SOLID SIM. C� (2) 2x FRAMING AT I ( �•) � SHEARWAL� SCNEDULE (STAGGER NAILS) 05 � �
<br /> CO�JT, R!M RIM PLUS BLOCKING ADJOINWG PANEL EDGES. I T I,-• -• I I � T . :- �� : � �
<br /> BELOW BELOW RIM ' 1 -� 1- . �
<br /> . .
<br /> I'�
<br /> BELOW . . . . � BLOCK ALL P�YWOOD EQGES NOT
<br /> �
<br /> � � �-'� �: •- • � � �. .-,.
<br /> ( ( ' � SUPPORTED BY FRAMfNG MEMBERS AND �
<br /> NAIL W/PANEL EDGE NAILING 3 � � O
<br /> RIM TO BLOCKING .I � I I �..�j (�
<br /> � � � � �„ .148"DIA.x3" NAILS � � �, �+-- - GALVANIZED ANCHOR BOLT RE: 5/S1.2 U � �
<br /> � � � � � Q 3"OC TYPICA� � � � I FIEID _ , � ' W/ 3 X 3 X 1/4" GALVANIZED WASHER T-/1 O .
<br /> � � � � � � NAILING . . . . . . . .
<br /> ' DIA./SPACING PER SHEARWALL SCHEDULE. 13 V 1 � �
<br /> _ 4 FOUNDATION SILL P�ATE � � .�
<br /> .�-�--" ( I. .�.". . . . . . .�
<br /> 1 1 4" 3 4 ( .I .� � �:���. STAGGER NAl1.ING �► �
<br /> � � ��
<br /> (.. . . ;
<br /> RE: SHEARWALL SCHEDULE FOR SIZE 0 � �
<br /> (1) ROW (2) ROWS (3� ROWS I � I ' HOIDOWN ANCNOR PER PLAN ^ � �
<br /> CENTERED ON CENTERED ON CENTER ON • � .I. . . . _ . 1, . �'`'� �
<br /> RIM BELOW RIMS BELOW RIM BELOW RE: 1 & 10 jS1.3 � � �
<br /> I
<br /> I I�I '� . . _�_� a� �--a �,
<br /> P 6 T�1, P 6 P 4 8c P 3 P 2, 2 P 3, 2 P 4, 2 P 2 _ �� _ . _ _ � � _ _ _ : _ ; � . CONCRETE FOUNDATION � � � ,
<br /> � � a J a . ' � . � ,� A a � � W W
<br /> .;. ^ ° � " p � ; � ^ � ' PRQVIQf MfNIMUM OF TWO BOLTS PER �
<br /> � � � � � ' PLATE WITN ONE BOLT NOT LOCATED
<br /> ^ �a Q -. �. �� : �. a � . ^ � .a � ° � ' _
<br /> ^ � a . MORE THAN 12 INCHES OR LESS THAN
<br /> i '� � � � ^ � � � � ` � aa �_� � ^ � i (7) BOLT DIAMETERS FROM THE END. 13
<br /> r
<br /> SCALE: NONE
<br /> SCALE: NONE
<br /> 10 BOTTONI P�ATE �lAl� �1G PATTER�1 � 2 TYPICA� SHEARWAI�� �lOME�CI�AT�RE E�E�fAT 0�! '
<br /> � �
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