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' SNEARWALL SCHEDULE - 7 f 16" APA RATED SHEATHING W/ HEM-FIR STUDS AND HEM-FIR PLATES
<br /> SHEARWALL PER P�AN- WRLL PANEL FIELD BQTTOM PLATE O RIM OR BLQCKING TO TOP PLATE CONN. FOUNQATION FRAMING ANCHOR BOLT �
<br /> BOTTOM PLATE NAILING PER TYPE EDGE NAILING NAILING
<br /> (3) ROWS (3} OR (4) ROWS SHEATHING 0.148"x3.25" LTP4 DIRECT SILL PLATE AT ADJOINI(VG SPACING �
<br /> SHEARWALL SCHEQULE RE: 11/S1.2 & 10/51.2 RE: 11/S1.2 & 10 S1.2 NAILING ROWS SPACING TOENAIL A35 ONLY 10 PANEL 5/8" DIA. co
<br /> RE: 11/S1.2 8c 10/S1.2 � �3 �4 TO FRAMING � EDGES � 7" EMBED �� °'
<br /> P6TN 7/16" SNT. 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 QNE SIDE
<br /> RE: 1 S1.2 Pg 7/16" SHT. 6" O.C. 12" O.C. (1) 4" O.C. N A Zx 2x 48" O.C. U �
<br /> RE: NOTES SECTION 06160 RE: 1/S1.2
<br /> FOR BALANCE FOR BALANCE ONE SIDE f 24" O.C. 16" O.C. z �
<br /> FLOOR DIAPNRAGM EDGE NAILING OF SECTION OF SECTION �
<br /> RE: NOTES SECTfON 06160
<br /> 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 � co
<br /> NOT REQUIRED FOR P6} 7/16" SHT. » 4" O.C. N A s� 2x (2)2x OR 3x 12" O.C. � o
<br /> P3 3 O.C. 12" O.C. (2) � 12 O.C. /
<br /> »
<br /> A35 W/(12} 0.131" DIA. X 1 1 J2" . » > � �. �. O N E S I Q E '
<br /> RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM A 3 5 Wf(1 2} 0.1 3 1 D I A. X 1 1/2' � A35 W/(12) 0.131 DIA. X 1 1 f2 10 O.C. � � �
<br /> RE: SHEAR W A L L S C H E D U L E F O R CONT. 4x RIM - R E: S H E A R W A L L S G H E D U L E F O R � > �- � `-`�
<br /> SPACING SP ACWG P2 7�16" SHT. 2' p.�. 12" O.C. (3) 6' O.C. N/A 10" Q.C. » 3x (2�2x OR 3x 24" O.C. N � �
<br /> 2x CONT. RIM SPACING
<br /> PEN ONE SIDE 1 0 O.C. � o
<br /> -� - � � �
<br /> � R1M/BLOCKING TO TOP PLATE 2Pq. 7 f 16" SHT. 4° O.C. 12" O.C. (3) 5" O.C. N/A 10" O.C. 3x (2)2x QR 3x �Q" p.C. � � .
<br /> RIM/BLOCKING TO TOP PI�ATE RiM/BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCNEDULE BOTH SIDES 10' O.C. � .;�
<br /> � �
<br /> , W � �
<br /> CONN. PER SHEAftWALL CONN. PER SHEARWALL SCHEDULE LTP4 Wf(120 Q.131" DIA. X 2 1/2' PEN 2P3 7/16" SHT. 3�� p.�. ��» Q� 4" O.C. N A �� „ 3x (2)2x OR 3x 16" O.C. � � �
<br /> SCHEDULE A35/LTP4 - SHEARWALL PANEL EDGE NAILING LTP4 W/(120 4.131 DIA. X 2 1/2 (3} � 8 �•�• 8 O.C. �,
<br /> �- N �
<br /> BOTN SIDES �
<br /> W 12 0.131 DIA. X 2 1/2' SHEATHING (2} SIDES � U Q,
<br /> PER SCHEDULE '
<br /> SHEARWALL PER PLAN 2 P 2 7/16" SNT. 2" O.C. 1 2" O.C. 3 3'� O.C. N A �� 3 x (2)2x OR 3x 1 2 O.C. �
<br /> S H E A R W A L L P E R P L A N SHEARWALL PER PLAN � ) � 6 O.C, 6" O.C. U z �
<br /> BOTH SIDES � c�
<br /> S C A L E: N O N E SCALE: NONE SGALE: NQNE -� � �
<br /> SH�ARWALL SCHEDULE NOT�S: t� � �
<br /> TYP CA� EXTERIOR SHEARWA�� C0�1�lECT10�1 TYPICAI� EXTERIaR SNEARWAI�L CONNECTIOf� TYPIGAL EXTERIOR SNEARWA CO�1f�ECTI 1. STUDS SHALL NOT BE SPACED MORE THAN 16�� o.�.. .��:- �;
<br /> L �N s . � �
<br /> /jQ� /..::�� � ..ij
<br /> � P 6} P`t CX, P� � 3 2. RE: S1.0 SECTION 06100 ��ROUGH FftAMWG" FOR REQUIftED WALL STUD AND PLATE SPECCES AND GRADE. ,
<br /> P2 ❑ 2P4 2P3 2P2 3. RE: S : �� � � 2 :�
<br /> 9 � 1.0 SECTION 06100 WOOD SHEATHING FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING. t� �� �
<br /> <>::=.:E>„<:=,;:;::.><>:::;;>:>.;<:<;:.,.::>:,:<,,::�;
<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 �
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NQT BE LESS TNAN 3'� NOMINAL AND NAILS SHALL BE STAGGERED FOR A�� SHEARWALL �1ARKS EXCEPT "P6". k
<br /> 6. WHERE PANELS ARE APPLIED ON BOTH FACES Qf A WA�I, AND NAIL SPACING IS LESS THAN 6" O.C. ON EITNER SIDE, PANEL JOINTS SHAL� BE OFFSET TO FALt ON DIFFERENT FRAMING MEMBERS OR "�e�p� ' ��` ° Y
<br /> 54,�y � lr
<br /> FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. �!
<br /> ,. � .
<br /> FOUNDATION SILL PLATE AND STUDS
<br /> .a. .; �_ _.:_. ,..: .. _._ _
<br /> PER SHEARWALL SCHEQULE 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 SNALL BF 12d COMMON (0.148" X 3.25").
<br /> ���, 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. � � �, �
<br /> PROVIDE 3X3X1/4" PLATE _ : ` 10. ANCHOR BOLTS SHAL� BE GALVANIZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN P�ACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED. ��``j�f� Q
<br /> WASHER @ 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 ALLOWED.
<br /> U.N.O. 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 92-8d X 1 1/2" (0.131" X 2 1 f2") NAILS. RE: DETAILS 1, 2, 3 & 6/S1,2. � ~ ��`�
<br /> 13. A35 FRAMWG ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131 X 1 1/2"} NAILS. RE: DETAI�S 1, 2 & 3S1.2. � � ; � - � �
<br /> 14. ALL NAILS INTO PRESSURE TR�ATED WOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL N �,� ' �' �' �
<br /> 0 0
<br /> 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. ti
<br /> ° � °Q 16. WNERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF � INCHES OR LESS NAILS SNALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. �`���b �S¢ � .
<br /> o � o � o ° 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. D{AMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS.
<br /> �I,�
<br /> ° � ° � � ° ° � � 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIQED STUDS ARE ATTACHED PER 10 jS1.2 SIM. AND BOTTOM FLATE NAILING.
<br /> � a ° o Q °� � � . WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY B� APPLIED OVER 1/2" OR 3f8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 1Qd NAILS (0.148" DIA X 3" LONG)
<br /> � A.BOLT PER SHEARWALL SCHEDULE o ° 1 � .
<br /> � o D � SHEARWA � SCHEDU�E � ,� �
<br /> w �
<br /> � � ° -PLYWOOD ROOF SHEATHING Q N � �
<br /> a
<br /> � � :a � � : ' ° 0 10 � � o u
<br /> o cv �-
<br /> d . d '
<br /> ° � o a- Q °, � -DIAPHRAGM EdGE NAILING �
<br /> . . �a ' o
<br /> a, � �
<br /> a ,, . . : ° � � . � SIMPSON LTP4 TRUSS/JOIST BLOCKING � �
<br /> � . a ° SIMPSON LTP4 �l/(12) 0.131" DfA. X 1 1�2" -
<br /> � FOUNDATION PER PLAN W/(12) 0.131" DIA. X 2 1/2" WNEN APPLIED DIRECT TO FRAMING
<br /> , . . - . .. . . . , . . , . :� BLOCKING CONNECTION TO � �
<br /> WHEN ARPLIED OVER SHEATHING • • • • • • • • �.
<br /> - -. � � - _ T � - � ,____ - -
<br /> � TOP PLATE o
<br /> SCALE: 3/4"=1'-0" TYP A � - - ^ - � � I - - - � �.I _ . � . . . \
<br /> � J H E A R WA SCALE: NONE FRAMING AT � � • . • �' F
<br /> 4 I V OT U SED �1 A�1 CH OR BD�T TO G0�1 (�I I 1 '� I'I �I PANEL EQGES 3 5 �I ... ..,.- ,.�.{;I_ � �
<br /> ❑ CRETE 6 TYPICA� S N1PS0 �TP4 .a � -
<br /> ❑ �1 . . . . ,
<br /> � . . . . . . . rr
<br /> ,. � a � � I � 11� ���� � _ :�.-: ��l:l� � �
<br /> EXTERIOR BEARWG � � � �
<br /> SUPPQRT I�) I � -�- -���-. -. -l'� � �I I'I ��� .�. . . . . . � : � a Q
<br /> _ _ _ _ SHEARWALL BEYOND PER _ � � � � � m Q
<br /> I ( � I I � ,. . � c.>
<br /> SHEAR WALL SCHED. TYP. � �
<br /> I � I / / \ / � ROOF/FLOQR SHEATHING NOTES
<br /> \ �f� I I � � 2, � � CONTINUOUS COIL STRAP� � (•I � � �
<br /> � � / \ / �, BOUNDARY NAILING AT RQOFjFL00R PERIMETER, AT CONT. DRAG STRUT PER PLAN � �
<br /> I � ' -�-- � �
<br /> f � I I \ � I � I ( � I I � PANEL EDGES (B.N.) JOIST PER PLAN - TYP, I �
<br /> 2, EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOQ � � MI�NIMUM SIZE OF SHEATHING o � � �
<br /> � \ / \ / SHEETS AT SUPPORTS AND AT INTERIQR SHEARWALLS J SHALL BE 2'-Q" X 4'-0" 1'-4°
<br /> f � '� DEDICATE STUD BAY AT .
<br /> I I � I � /)�'�� � ( ) " BLOCK ALL PLYWD. EDGES
<br /> ' ' PLYWOOD FLOOR SHEATHING - END OF SHEARWALL FOR
<br /> / I\ �• 3, INTERIOR FIELD NAILING F N 12 O.C. AT BEARING SUPPORTS NOT SUPPQRTED BY
<br /> \ RE; NQTES Q6160 FRAMlNG MEMBER. HQLDQWN.
<br /> \ � \ .� \ �
<br /> q, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE
<br /> O BQTTOM PLATE CONNECTION .'.'.�.�. ' '�
<br /> I / .� / \ 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR BLOCKING OR BEAM RE; 1, 2 & 10/S1.2 � � � � `' `�
<br /> I \ � I I/ I I I � I I \ � TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. . �I. .�. . . .�.�.�. �•I�_* �
<br /> \ / � PER PLAN �T ' ADD'� STUDS FOR HOLDOWN v
<br /> ( / /� � I ( / I~ ( � / 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/a" SHEARWALL BEYOND PER DIAPHRAGM EDGE NAILING I �•' : .. , : �• , ' PER SCHEDULE. _
<br /> \ � � .� SHEARWALL SCHED. 3/S9.0 � � _ . . . . . � �
<br /> 7, M I N I M U M P L Y'N O O D S N E E T S I Z E 2'-0" X 4'-0" TYPICAL � ( I � I �' �.".�. . .�. . ' '• �
<br /> . . , � (. (. . . . . . . f����, �
<br /> g, NAILS SHALL NOT BE OVER DRIVEN �CONTINUOUS COIL STRAP � I I �. , .�. .�_ . CONT, 2x RIM O �
<br /> �. � I I �� . . .�.�. . � � ' ' W/BLOCKING IF REQUIRED �
<br /> DRAG STRUT PER PLAN ( .I . o; �
<br /> 9
<br /> �csza - ( - � - _. . . . . � �
<br /> WALL BELOW Q�148" DIA. X 2 1 f4" AT 6" o.c. WALL ABOVE � � � � �
<br /> STAGGERED BLOCKING OR CONT. RIM CONNECTION � �
<br /> (14) 0.148" DIA. X 2 1/4" AT TO TOP PLATE 10 � �
<br /> SCALE: NONE SCALE: 3/4" - 1'-0" SNEARWALL HQLDOWN Q� �
<br /> 07 RODF�F�OOR SHEATH �1G LAYOUT � - _ _ _ � =- _ ' -' _ _ _ - � - _ _ RE; 10, ,,, 14 & 15/51.3 �
<br /> 0 DRAG STR�T DETAILS � Q �
<br /> � I � � I � ��I . .� �. . �. .. �� : � PRQVIDE PANEL AT NAILING �„�
<br /> AT END OF WALL STUDS THAT � �
<br /> I.) ,) �' I FRAMING AT �� �.�. . .�. . • ' • ATTACH TO HOLDOWNS TYPICAL .
<br /> � PANEL FDGES � . . , . -. , k���. : � O .
<br /> » I , I � ( ( ( ( ` I•.I . , . , .._ : + AT ADJOINING PANEL EDGES PRQVIDE � �--�I
<br /> (1) 1 1/2" (2) 1 l/2" CONT. 3 1/2 �
<br /> PANEL EDGE NAILING AND FRAMING PER
<br /> SOLID SIM. � (2} 2x FRAMING AT (•I I• � I SHEARWALL SCNEDULE (STAGGER NAILS) 05 � �
<br /> CONT. RIM RfM PLUS BLOCKING R�M ADJOINING PANEL EDGES. I � � : : � � .
<br /> .. . .
<br /> BELOW BELOW BELOW T � T• �• ��� � T-- I� . . . �w � . . BLOCK ALL PLYWOOD EDGES NOT � �
<br /> ( 9 • o � ( ( �
<br /> " � � �� I I I f � SUPPORTED BY FRAMING MEMBERS ANQ � �
<br /> �
<br /> NAIL W/PANEL EDGE NAILING 3 5 �
<br /> C•� I � I I - � �
<br /> RIM TO BLOCKING
<br /> � � � � �, .148"DIA.x3" NAILS � � h, GALVANIZED ANCHOR BOLT RE: 5/S1.2 U �{ �+
<br /> � _ � q � � 3"OC TYPICAL `�' � � I I :.:.:.
<br /> � '-u ��- FIELD �
<br /> � �, � � w = , . Wf 3 X 3 X 1/4' GALVANIZED N/ASHER �-^ �
<br /> � U, °- � NAILING � � � � DIA./SPACING PER SHEARWALL SCHEDt1LE. 13 �1 � �
<br /> O FOUNDATION SfLL PLATE
<br /> 1 >, ,. . -
<br /> '.I . . . . .:. . .
<br /> 1 1/4 3/4" . { STAGGER NAILING �� � ,-�
<br /> � ( � . . . . . . .�.. � �,
<br /> �� . . . � 1 . . RE: SHEARWALL SCNEDULE FOR SIZE � w �
<br /> �
<br /> (1) ROW (2} ROWS (3� ROWS � (. IiI I I '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 I �'I I I � i�I� � �
<br /> I I I J I.) :. . . . . =� . CONGRE � ~ �
<br /> P6T�1, P6 P4 � P3 P2, 2P3, 2P4, 2P2 _ � _ . , _ _ I � � . � T _ _ :� _.� . ' . , TE FOUNDATION � � �
<br /> � ^ d. �' . Q , n . � .� • . �/ � 1'�"1 h�-i
<br /> � � � A � � � '� Q ^ � PROVIDE MINIMUM OF TWO BaLTS PER �
<br /> �` a � „ . ° . a . a ' : .� ^ �
<br /> , �: I�a�. _ ° ° � �a „ . R . � � � , � PLATE WITH ONE BOLT NOT LOCATED
<br /> MORE THAN 12 INCNES OR LESS TNAN
<br /> � ^ � n ' � � ^ a Q . � d °Q . Q^ . ^ . � '' : . ^ � (7) BOL.T DIAMETERS FROM THE END. 13 .
<br /> SCALE: NONE SCA�E: NONE
<br /> � a BOTTQM P�ATE NAI�I�1G 12 •
<br /> PATTER�1 0 TYPICA�. SNEARWA�� NOI�E�IC�ATURE E�EVATI0�1
<br /> � �
<br />
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