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SHEARWALL SCHEDU�E - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND H�M-FIR PLATES
<br /> WALL PANE� FIELD BOTTOM PLATE RIM OR BLOCKING TO TOP PLATE CONN, FOUNDATION FRAMING ANCHOR BOLT �
<br /> SHEARWALL PER PLAN TYPE EDGE NAI�ING NAILING � SILL PLATE AT ADJOINING SPACING �
<br /> BOTTOM PLATE NAILING PER (3) ROWS (3) OR (4) ROWS SHEATHING NAILING 0.148"x3.25" LTP4 DIRECT A35 ONLY 10 PANEL 5/8" DIA. �
<br />� SHEARWALL SCHEDULE RE: 11/S1.2 & 10/S1.2 RE: 11/S1.2 & 10/S1.2 � O ROWS SPACING TOENAIL TO FRAMING � EDGES � 7" EMBED 13 6'
<br /> RE: 11/S1.2 & 10/S1.2 P6TN 7/16" SHT. 6" O.C. 12" O.C. (1) 4" O.G. 4" O.C. N/A N/A 2x 2x 48" O.G �
<br /> PEN FLOOR SHEATHING ONE SIDE �
<br /> RE: 1/S1.2 RE: 1/S12 7/16" SMT. 6" O.C. 12" O.C. (1) 4" O.C. N/A 2x 2x 48° O.C. U �
<br /> � �RE: NOTES SECTfON 06160 FOR BALANCE FOR BALANCE P6 ONE SIDE 24" O.C. 16" d.C. z � ,
<br /> FLOOR DIAPHRAGM EDGE NAII.ING � OF SECTION OF SECTION
<br /> (2)2x OR 3x 1&" O.C. ,�
<br /> RE: NOTES SECTION 06160 � �� � 6" O.C. N A � 2x � �
<br /> 7 16' SHT.
<br /> ' 2x BLKG. W/.148"DIA.x3 � 3"OC P4 ONE SIDE 4 O.C. 12' O.C. (2) � 16' O.C. 12" O.C. � �
<br /> BLOCK TO RIM � �
<br /> NOT REQUIRED FOR P6) P3 ��16" SHT. 3" O.C. 12" O.C. (2) 4�� O.C. N/A 12" O.C. 2x (2)2x OR 3x 12" O.C. 1 `'� o
<br /> ' 10" 0.C.
<br /> � ONE SIQE tn :� �
<br /> A35 W/(12) 0.131" DIA. X 1 1 f2" A35 W/(12) 0.131" DIA. X 1 1/2" A35 W/(12) 0.131" QIA. X 1 1/2" � ~ �
<br /> RE: SH�ARWALL SCNEDULE FOR CONT. 4x RIM RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM RE: SNEARWALL SCHEDULE FOR 7/16" SHT. 2" O.C. " 6" O.C. N A � 3x (2)2x OR 3x 24" O.C. � � c�
<br /> P 2 1 2 O.C. (3) � 1 0' O.C.
<br /> SPACING SPACING SPACING 1 0" O.C. � �'
<br /> 1 2x CONT. RIM P E N _ ONE SIDE � � `�'-
<br /> � 7 16" SHT. �� �� 3x 2 2x OR 3x 20° O.C. �' �'
<br /> �' � 2PA� � 4 O.C. 12" O.C. 3 5» O.C. N/A 1Q O.C. � � ) � -�,
<br /> RIM/BLQCKING TO TOP PIATE � � 10' O.C.
<br /> RIM BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE BOTH SIDES U � �
<br /> RIM/BLOCKING TO TOP PLATE � �
<br /> CONN. PER SHEARWALL CONN. PER SHEARWALL SCHEDULE LTP4 W/(120 0.131" DIA. X 2 1/2" PEN 2P3 7/16" SHT. 3" O.C. 12" p.�, (3� 4° O.C. N/A g�� p� , 3x (2�2x OR 3x 16" O.C. � � � ,
<br /> SCHEDULE A35 f LTP4 LTP4 W/(120 0.131" DIA. X 2 1/2'
<br /> W/(12) 0.131" DIA. X 2 1/2" SHEARWALL PANEL EDGE NAILING SHEATHING (2) SfDES BOTH SIDES ' ' � �
<br /> 8 0.C. � �, �
<br /> PER SCHEDULE �
<br /> �
<br /> 7/16 SHT. 2" O.C. 3 O.C. N A > „ 3x (2}2x OR 3x 12 O.C. �� .,� �
<br /> SHEARWALL PER PLAN 2P2 12" Q.C. (3) � 6' O.C. 6 O.C. � � �z
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN BOTH SIDES � o �
<br /> SCALE: NONE SCALE: NONE SCALE: NpNE � � �i
<br /> TYP CA� EXTERIQR SHEARWAL� C0�1f�ECTION TYPICA� EXTERIOR SNEARWA�� CONNECTI0�1 TYP �AL EXTERIOR SHEARW��� CONf�ECT10�1 SHEARWALL SCHEDULE NOTES:
<br /> L STUDS SHAL� NOT BE SPACED MORE THAN 16" O.C..
<br /> 1 � P 2 � 2 P 4 �P� 2 P 2 2. RE: S1.0 SECTION 06100 "ROUGH FRAMWG" FOR REQUIRED WALL STUD AND PIATE SPECIES AND GRADE. �
<br /> � P 6, P 4 � P 3 j ? 3. RE: S1.0 SECTION 06160 "WOOQ SHEATHWG" FOR REQUIRED SHEAR WALL SHEATHWG, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING.
<br /> .. .,, � .. �.
<br /> 4. SHEATHING PANELS MAY BE INSTALLED EITHER NORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMINAL QR WIDER FRAMING. SEE NOTE 5. }; U '
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTWG PANELS SHALL NOT BE LESS THRN 3n 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 r < h '"
<br /> FOUNDATION SILL PLATE AND STUDS FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. f'` �
<br /> PER SHEARWALL SCHEDULE TYP. 7. NAILS FOR PLYWOOD AND QSB 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 PL.AC�D BETWEEN THE SPACING CALLED OUT FOR BQTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. �
<br /> 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCNOR BOLTS IS NOT ALLOWED. � �`��T �
<br /> PROVIDE 3X3X1/4" PLATE ` , „ J o
<br /> WASHER C� EA. ANCHOR TYP. ]1. GALVANIZED 3" X 3' X 1/4 PLATE WASHERS ARE REQUCRED AT EACH ANCHOR BOLT. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. ti ����
<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 SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 1 1/2") NAILS. RE: DETAILS 1, 2 & 3S1.2. � � ` • .�`� � �
<br /> 14. ALL NAILS INTO PRESSURE TREATED WQOD SHALL BE HOT-DfPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL �' o � `� o
<br /> d __ 15. ALL WOOD IN CONTACT NtITH CONCRETE OR MASONftY SHALL BE PRESERVATIVE TREATED. � � �
<br /> ° ° � � 16. WHERE BOTTOM P�ATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SNALL BE INSTA�LED IN TWQ ROWS OFFSET 1/2 INCH RND STAGGERED, `�?��' `?
<br /> � � o � 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. �I,�
<br /> 0 0 0
<br /> o ' ° � ° 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 /> 0 0 ° o ° �� � o i . WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8° GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 10d NAILS (0.148" DIA X 3" LONG)
<br /> �. -A.BOLT PER SHEARWALL SCHEDULE ° o � �
<br /> � ° SNEARWA�� SCNEDu�E T � �
<br /> 0
<br /> ,
<br /> 0 0 _ _ � � � o
<br /> e PLYWQOD ROOF SHEATHING Q �v � N
<br /> . . a o o � � �
<br /> Q �Q . � �p � o �v r-
<br /> ° � ° 4 a . d . --DIAPHRAGM EDGE NAILING `�'
<br /> ' . � a �°. �o o �j =i�
<br /> a
<br /> ° , . � � SIMPSON LTP4 TRUSS�JOIST BLOCKING s-=. �
<br />� � Q° � °. SIMPSON LTP4 W/(12) 0.131" DIA. X 1 1�2"
<br /> a FOUNDATION PER PLAN W/(12) 0.131" QIA. X 2 1/2" WHEN APPLIED DIRECT TO FRAMWG - BLOCKING CONNECTION TO C°
<br /> WMEN APPLIED OVER SHEATHING . . . . . . . ' . . • . •. • • • . • : , , �
<br /> - - - - - - - - - - - - TOP PLATE �
<br /> � - ^ � _. . . o
<br /> -I I� IT� � � T _ T -� -I` .:.:. :.: . . , � �
<br /> SCALE: 3/4"-1'-0" TYP C A� S N E A R WA�� SCALE: NONE � � � � 2 � '
<br /> I'I I � •I '•I �• PANEL E GES 3 5 �• . . _�. .�. _ . k�1:. . � �
<br /> [� �IOT USED 0 A�JCNOR BOLT TO C0�1CRETE � TYP CA� S �IPSON �TP4 - . . � >
<br /> � l a � I I (� � . : : :E a; � �
<br /> 1. EXTERIOR BEARING Q �
<br /> SUPPORT � � -.- -,-'I. -. ��I -.- �'I (� I.� � � �." i ' . � Q
<br /> SNEARWALL BEYOND PER - .- . � � -'. -.. �. . . � � m v
<br /> _ SHEAR WALL SCHED. TYP. ( � I ' � v
<br />� � ` �.� / � ROOF/FLOOR SHEATNING NOTES r '- �
<br /> f \ I � f �II / II � CONTINUOUS COIL STRAP� �f I.I I ( � I � �-�--
<br /> I I� I f 1� 2Q. --�-I f DRAG STRUT PER PLAN t 1 I t I � _ �
<br /> / � / \ / �, BOUNDARY NAILING AT ROOFjFL00R PERIMETER, AT CONT. � � ,I _-- ---'�J" �
<br /> ( � (I \ I � I � I I / PANEL EDGES (B.N,) JOIST PER PLAN - TYP. � � ' L � NOTE: � W .
<br /> 2, EDGE NAILING (P.E.N,) AT ALL EDGES OF ALL PLYWO�D r f MINIMUM S(ZE OF SNEATHCNG I z
<br /> � SHEETS AT SUPPORTS AND AT INTERfOR SHEARWALLS � SHALL BE 2'-0" X 4`-0" � -4 -
<br /> / \ / \ /
<br /> BLOCK ALL PLYWQ. EDGES DEDICATE STUD BAY AT
<br /> I /i I\ I I / I� �J ( 3. INTERIOR FIELD NAILING (F.N.} 12" O.G. AT BEARING SUPPORTS PLYWOOD FLOOR SHEATHING NOT SUPPORTED BY END OF SHEARWALL FOR
<br /> � RE: NOTES 06160 FRAMING MEMBER. HOLDOWN.
<br /> \ � � � � 4, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE BOTTQM PLATE CONNECTION � � � �
<br /> \ \ 5, LONG DIMENSION OF PLYWOQD SHALL RUN PERPENDICULAR BLOCKING OR BEAM � RE: 1, 2 & 10/S1.2 __----�`(� : : � : . �,�� . �
<br />� ( \ ( / '� � � � I/ '� ( ( \ I TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. PER PLAN � I ' •� �_�.� ' ADD'L STUDS FOR HOLDOWN �
<br /> -�--� DIAPHRAGM EDGE NAILING � , I (.. . . . . . . . . . . . .:
<br /> I �� � � � I I / 6. MIN. EDGE DISTANCE FOR NAILS SHALL. BE 3/8 SHEARWALL BEYOND PER PER SCHEDULE. �i
<br /> / / \ SNEARNIAL� SCHED. 3/S9.0 � � I . . . . . . . l
<br /> � � MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0" TYPICAL _ ��' � I I � ( I I' .�. .�.�. .� . �1.�� �
<br /> �. � . .� . . I . O
<br /> ILS S �CONTINUOUS COIL STRAP �� r •I �. '.. . . .:. _;.:. .� : .. � CONT. 2x RIM � �
<br /> g. NA HALL NOT BE OVER DRIVEN DRAG STRUT PER PLAN I , I ( I W/BLOCKING IF REQUIRED �
<br /> 'I I . .�. .�.�. . . �o'
<br /> �CS20 � � -.� � Q�
<br /> Q148" DIA. X 2 1 f4° AT 6" O.C. . . . . . . . . . . . � , . . .. • . � Q
<br /> WALL BELOW � WALL ABQVE � • �
<br /> - - STAGGERED • BLOCKING OR CONT. RIM CONNECTION � �
<br /> (14) 0.148" DIA. X 2 1/4" AT TO TOP PLATE 10
<br /> SHEARWALL ' � �� �
<br /> SCALE: NONE SCALE: 3/4" = 1'-0" I ' . HOLDOWN Q�
<br />�
<br /> 7 ROOF F�OOR SHEATHI�IG �AYOUT ' _ _ _ _ - � - _ _ _ - _ RE: 1�, ,,, 14 & 15/S1.3 � �
<br /> ❑ � 0 DRAG STRUT DETAI�S �� .. .. . . � _ �
<br /> � � � I . PROVIDE PANEL AT NAILING � �i
<br /> � . . . . . . . . AT END OF WALL STUDS THAT
<br /> FRAMING AT � ' ' � ATTACH TO HOLDOWNS TYPICAL . �
<br /> • � •I I•' �• PANEL EDGES 3 5 • . .�. . . . , , k���. : � Q .
<br /> ( I AT ADJOINING PANEL EDGES PROVIDE � �
<br /> 3 1/2" I 7 I I I � (. �. , , � , . .. � PANEL EDGE NAILING AND FRAMING PER � �
<br /> (1) 1 1/2" (2) 1 1/2" CQNT. SOLID SIM. @ (2) 2x FRAMING AT (• I•) �•I � � I SHEARWALL SCHEDULE (STAGGER NAILS) � � . �
<br /> CONT. RIM RIM PLUS BLOCKING ADJOINING PANEL EQGES.
<br /> BELOW BELOW RIM � -�- -� -. -. ��I -�-- -� .I . . . . . . . .:.:.(. ;.� � �j
<br /> f BLOCK ALL PLYWQOD EDGES NOT � �
<br /> �- � � � � � SUPPORTED BY FRAMING MEMBERS AND
<br /> , .
<br /> � � �� � I �- I NAIL W/PANEL EDGE NAILING 3 5 �
<br />� RIM TO BLOCKING (.I � I ` , � �
<br /> � � � � �, .148 DIA.x3 NAILS � � �„ ( �-�--- � � _ GALVANIZED ANCHOR BOLT RE: 5/S1.2 V � �
<br /> �. .
<br /> � ,� � � _-_.- , . .. »
<br /> � � � w �- @ 3 OC TYPIGAL � w � I NAILNG �� � � � Wf 3 X 3 X 1/4 GALVANIZED WASHER r/'1 O
<br /> o � � � � v _ . . . . . . DIA./SPACING PER SHEARWALL SCHEDULE. 13 �"�1 �
<br /> O �.�. � � `� �
<br /> � . `.I. . . . . . . .". .: . FOUNDATION SfLL PLATE �,� � •�
<br /> .
<br /> 1 1/4" 3/4" REAGS EARWALNGSCHEDULE FOR SIZE 1�? � � �
<br /> r� � I:II : : : : : :�:t:�:�:: �'
<br /> . � `�
<br /> {1) ROW (2) ROWS (3) ROWS � I � HOLDOWN ANCHOR PER PLAN
<br /> CENTERED ON CENTERED ON CENTER ON �• �� I.� � � -�. RE: 1 & 10/S1.3 � � .�
<br /> RIM BELOW RIMS BELOW RIM BELOW rI � � �
<br /> I I � I ( IJ I � I - ..:. . ._. 3�-_.
<br /> P 6 T�1 P 6 P 4 P 3 P 2 2 P 3 2 P 4 2 P 2 _ �� _ _ _� � _ _ _ _ _ . . . , : : CONCRETE FOUNQATION � � �
<br />� � > > > . . . .
<br /> V 1 F�-I �
<br /> � n • . n�• ^J 4 • '° ' ' a '.a . • � -'�' ^ • �• ° �' .. . � . .
<br /> - PROVIDE MINfMUM QF TWO BOLTS PER
<br /> J ° � " � ° � ^ ` PLATE WITH ONE BOLT NOT LOCATED
<br /> ` �° - a 4 �� ° � � " ^ � ° � � a n MORE THAN 12 INCHES OR LESS TNAN
<br /> � ^ � � . -, . " ' ^ . �„ a � � ° � � aa � � �.� ^ ^ . � I (7) BOLT DIAMETERS FROM THE END. 13 .
<br /> r
<br /> SCALE: NONE SCALE: NONE
<br /> 10 BOTTONI P�ATE f�AI�I�1G PATTER�1
<br /> 12 TYPICA� SNEARWA�L f�ON1E�J��AT�RE E���ATI��1 '
<br /> � �
<br /> �
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