|
�
<br /> SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND HEM-FIR PLATES
<br /> SHEARWALL P�R PLAN WYPE EDGEL NAI ING BOTTOM PLATE O RIM OR BLOCKING TO TOP PLATE CONN. FOUNDATION FRAMING ANCHOR BQLT o�
<br /> SHEATHING NAILING SILL PLATE AT ADJOINING SPACING �
<br /> BOTTOM PLATE NAILWG PER (3) ROWS (3) OR (4) ROWS NAILING 0,148"x3.25° �TP4 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 � � ROWS SPACING TOENAIL TO FRAMING Q � EDGES � 7" EMBED 13 °'
<br /> RE: 11/S1.2 & 10/S1.2 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. 2
<br /> P6TN
<br /> PEN FLOOR SHEATHING ONE SIDE �
<br /> RE: 1/S1.2 RE: 1/51.2
<br /> RE: NOTES SECTION 06160 P6 7/16" SHT. 6" O.C. 12" O.C. (1) 4" Q.C. N/A 24" O.C. 16" O.C. 2x 2x 48" O.C. z �
<br /> FOR BALANCE FOR BALANCE ONE SIDE
<br /> FLOOR DIAPHftAGM EDGE NAILING OF SECTION OF SEC110N -
<br /> 6 O.G. N A 2X (2)2x OR 3x 18" O.C. � �
<br /> RE: NQTES SECTION 06160 7/16" SHT. �� �� " �
<br /> P4 4 O.C. 12 O,C. (2) � 16' O.C.
<br /> 2x BLKG. W/.148°DIA.x3 C� 3"OC ONE SIDE 12" O.C. � �
<br /> BLOCK TO RIM
<br /> 0
<br /> 7 16" SHT. �� (2)2x OR 3x 12" O.C. � �' o
<br /> P3 � 3" O.C. 12" O.C. (2} 4 O.C. N/A 12" O.C. 2x
<br /> NOT REQUIRED FOR P6} 10" O.C.
<br /> A35 W/(12) 0.131" QIA. X 1 1/2" � A35 W/(12) 0.131° DIA. X 1 1/2" � �A35 W/(12) 0.131° DIA. X 1 1/2'" ONE SIDE � � �
<br /> � RE: SHEARWALL SCHEDULE FOR CONT. 4x RIM CONT. 4x RIM / 2 O.C. 6 D.C. N A � � '
<br /> RE: SHEARWALL SCHEDU�E FOR RE: SHEARWALL SCHEDULE FOR 7 16" SHT. " » " 3x 2 2x OR 3x 24 O.C. � � cfl
<br /> P2 12 O.C. (3) � 10" O.C. � o
<br /> 2 x C O N T. R I M SPACING PEN SPACING SPACING O N E S I D E 10" O.C. � � �
<br /> ° R!M/BLOCKING TO TOP PLATE 2P4 7/16" SHT. 4" O.C. 12" O.C. (3) 5" O.C. N/A 10" O.C. 10" O.C. 3x (2)2x OR 3x 20" O.C. � �
<br /> � RIM BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE BOTH SIDES t� � u
<br /> RIM/BLOCKWG TO TOP PLATE �
<br /> C O N N. P E R S H E A R W A L L CONN. PER SHEARWALL SCHEDULE LTP4 W/(120 0,131" DCA. X 2 1/2" PEN 2 P 3 7/1 6" S H T. 3" O.C. 1 2" O.C. (3) 4° O.C. N/A g�� a� „ 3 x (2}2x OR 3x 1 6" Q.C. � � �
<br /> SCHEDULE A35/LTP4 LTP4 W/(120 0.131 DIA. X 2 1/2 BOTH SIDES 8 O.C. � � �
<br /> WI(12) 0.131" DIA. X 2 1/2" SHEARWALL PANEL EDGE NAILING SHEATHING (2) SIDES „ „ � �
<br /> PER SCHEDULE �
<br /> �
<br /> 2Q2 7/16 SHT. 2" O,C. 12" O.C. (3) 3" O.C. N/A 6" O.C. > 3x (2}2x OR 3x 12 O.C. U � �
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN 6' O.C. � � c�
<br /> BOTH SIDES � p �
<br /> SCALE: NONE SCALE: NONE SCALE: NONE � � Q
<br /> T Y P I�A� E X T E R I�R S N E A R W A�� C O N�I E C T O N T Y P I C A� E X T E R I O R S N E A R W A�� C O�1 N E C T O�l T Y P I C A� E X T E R I O R S N E A R W A�� C�N�J E C T I O N SHEARWALL SCNEDU�E NOTES:
<br /> 1. STUDS SHALL NOT BE SPACED MORE THAN 16" O.C.. •
<br /> � P�� P`� UC, P�.1 � P 2 � �P`t �P� �P� 2• RE: S1.0 SEGTION 06100 "ROUGH FRAMING° FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. I
<br /> „ : 1, �
<br /> � y 3. RE: S1.0 SECTION 0616Q WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THfCKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING, ;
<br /> - 4. SHEATHING PANELS MAY BE INSTALLED EITHER NORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLQCKED WITH 2" NOMINAL OR WIDER FRAMING. SEE NOTE 5. : � ' r
<br /> 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SNALL NOT BE I�ESS THAN 3" NOMINAL ANQ NAILS SNALL 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 EITNER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR ' `
<br /> FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SNALL BE STAGGERED. ' � `
<br /> �.: . . .�. :. . .:< . ;. . . �.
<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 SCNEDULE TYP.
<br /> � 8. NAILS FOR BOTTOM PI ATE FRAMING SHALL BE 12d COMMON (0.148" X 3.25"). �
<br /> �`�-_'�___ 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAfLING. DO NOT OVER NAIL THE BLOCKING. ,�� �
<br /> � 10. ANCNOR 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. � v �`��I �
<br /> PROVfDE 3;(3X1/4" PLATE � o
<br /> WASHER @ EA. ANCHOR TYP. 11. GALVANIZED 3" X 3" X 1/4" PLATE WASHERS ARE REQUIRED AT EACH ANCNOR BOLT. RECESSING P�ATE WASHERS IN PLATES IS NOT ALLOWEQ. ,� ���
<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/SLZ � r �
<br /> 13. A35 FRAMING ANGLES SHALL BE INSTALI.ED WITH 12-8d X 1 1/2" (0,131" 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 CONFORMING TO ASTM 153 OR STAINLESS STEEL. �` o _ y 't
<br /> 0
<br /> 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATEQ. �� �� �~'
<br /> o ° o ° �� 16. 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 � 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER ANO EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. �I,�
<br /> a o 0
<br /> � � ° � ° o � ° � 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 10/SL2 SIM. AND BOTTOM PLATE NAILING.
<br /> a o° o ° �� o . WHERE BUILD{NG OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 1Od NAILS (0.148" DIA X 3" LONG)
<br /> , A.BOLT PER SHEARWALL SCHEDULE ° o � �
<br /> �; ° SHEARWAL.� SCHED��E � �
<br /> = o
<br /> � ° �' �' � �
<br /> , PLYWOOD ROOF SHEATNING � �,
<br /> � N
<br /> \ o
<br /> a. a � • � � � � ° 10 DIAPHRAGM EDGE NAILING � � �
<br /> a a . a �
<br /> o . . � . �' a ' . " � °� .a . o � [1,� �i.'
<br /> . 4 .
<br /> � . . , . Q SIMPSON LTP4 TRUSS/JOIST BLOCKING � �
<br /> 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" WNEN APPLIED DIRECT TO FRAMING � . � . . . . , a . � . . . � ! . B�OCKING CONNECTION TO
<br /> WHEN APPLIED OVER SHEATHING - - - - - - - - - - �
<br /> . . . . . . . . . . .
<br /> TOP P�ATE �
<br /> � I- - - - � T � - - - - � � -l�l: :- : : �: � � �
<br /> TYP CA SNEARWA z
<br /> 0
<br /> FRAMING AT I o c'
<br /> SCALE: 3 4"=1'-0" SCALE: NONE � � � � �
<br /> I' I � • (. �I PANEL EDGES 3 5 `•I � _ ,�. . � . , k��: , � O
<br /> � �IOT �SED C�5 AI�GHOR BO�.T TQ C0�ICRETE � TYPICA� S N1PS0�1 �TP4 - . � �
<br /> � I � � I I l�l� � �� : : : : � E:1: � � �
<br /> 1. EXTERIOR BEARING �• h• � � Q �
<br /> i � � � _. _. �.� � T �.� . ; .:k� : � � Q
<br /> SUPPORT • �
<br /> SHEARWALL BEYOND PER � � � � m c,� •
<br /> � SHEAR WALL SCHED. TYP. � I ' . v
<br /> I � \ / \ / � \ ROOF/FLOOR SHEATHING NOTES CONTINUOUS COIL STRAP� � � I ( � �
<br /> �I I� 2. DRAG STRUT PER PLAN � r • � '�'
<br /> / / \ �. BOUNQARY NAI�ING AT ROOF/FLOQR PERIMETER, AT CONT. --� °- �
<br /> I � ( \ \, I I � � I � / / ' PANEL EDGES (B.N.) J41ST PER PLAN - TYP. I I I NOTE: � � �
<br /> z
<br /> 2, EDGE NAIL�NG (P.E.N,) AT ALL EDGES OF ALL PLYWOOD �1 � MINIMUM SIZE OF SHEATHING �, 4„
<br /> � \ / \ � SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS , , � SHALL BE 2'-0" X 4'-0° -�-DEDICATE STUD BAY AT
<br /> � I I il I� I � il i�-�-{� I c . .�
<br /> 3. INTERIQR FIELD NAILING F N 12" O.C. AT BEARING SUPPORTS PLYWOOD FL.00R SNEATHING BLOCK ALL PLYWD. EDGES -
<br /> \ � FRAMING MEMBERBY END OF SHEARWALL FOR
<br /> RE: NOTES 06160 HOLQOWN.
<br /> \ f �` � � 4. SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCNEDULE I _ BOTTOM PLATE CONNECTION � . - � .
<br /> \ / � / \ �, LONG DIMENSION OF PLYWOOD SHA�L RUN PERPENDICULAR � RE: 1, 2 & 10/S1.2 . � � � •
<br /> BLOCKING OR BEAM � { . �
<br /> \ I ( ( ( I I \ TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. PER PLAN ,�I . . . _ . . .� • '� ADD'L STUDS FOR NOLDOWN �
<br /> � � � -�2.� DIAPHRAGM EDGE NAILWG � I: . . . . . . . �• . .:
<br /> /I I � I /) I\ � / 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8 SHEARWALL BEYOND PER ."�'�,�
<br /> I .I. PER SCHEDULE.
<br /> / / \ SHEARWALL SCHED. 3/59.0 � ` :
<br /> \ � �.� �� � �; . ..: : . .E:�.�, �+
<br /> 7, MfNIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0" TYPICAI. I , o
<br /> g, NAILS SHALL NQT BE OVER DRIVEN �CONTINUOUS CQIL STRAP � r I• �.� :.:.. CQNT. 2x RIM '�
<br /> DRAG STRUT PER PLAN I I � I ( �I.:. . . . . . . .: ' ..o: W/BLOCKWG IF REQUIRED �
<br /> �
<br /> �CS20 � - � - � . . . .�.�. . . ; . � C�
<br /> 0.148" DIA. X 2 1/4" AT 6" O.C. t""� �
<br /> WALL BELOW �JALL ABOVE . �
<br /> STAGGEREQ � BLOCKING QR CONT. RIM CONNECTION �
<br /> (14) 0.148" DIA. X 2 1/4" AT TO TOP PLATE �p �
<br /> SHEARWA�L � �
<br /> .
<br /> SCALE: NONE SCALE: 3/4" = 1'-0° . . a . .. . . . a = � . . . R4LD OWN 1, 14 & 15/S1.3 � o
<br /> 07 ROOF/F�aOR SHEATHI�1G �AYOUT 9 DRAG STRUT DETAI�S = - - - - - - - - - - �- - � �
<br /> � PROVIDE PANEL AT NAILING
<br /> -� � � � � . . �. . : �
<br /> AT END OF WALL STUDS THRT �
<br /> I,I � I. '• FRAMWG AT 3 5 `�, .:, , . , . . . �•�;. � ATTACH TO HOLDOWNS TYPICAL . � �
<br /> PANEL EDGES , . . _ . �
<br /> = AT ADJOINING PANEL EDGES PROVIDE �I
<br /> 3 1/2" � I � � I � (. � � PANEL EDGE NAILING AND FRAMING PER � �
<br /> (1} 1 1/2" (2) 1 1/2" CONT. SOLID SIM. @ (2} 2x FRAMING AT I•I I,I �• � � � SHEARWALL SCHEDULE (STAGGER NAILS) �5 � . �
<br /> CONT. RIM RIM PLUS BLOCKING R�M ADJOINING PANEL EDGES. I � � � �• �. .T � � � �� , � � �
<br /> BELOW BELOW BELOW . . I�) . BLOCK ALL PLYWOOD EDGES NOT
<br /> � � � � � j - � � � � � � �
<br /> ' StJPPORTED BY FRAMING MEMBERS AND
<br /> i NAIL W/PANEL EDGE NAILING 3 � (� �
<br /> RIM TO BLOCKING I,) � I _ � �
<br /> � � � � �, .148"DIA.x3° NAILS � � �, �--�'--� � GALVANIZED ANCHOR BOLT RE: 5/S1.2 U �--i �
<br /> cn �, » cn � . . >,
<br /> � ,� � � C� 3 OC TYPICAL � � ,- � FfELD � � � � W/ 3 X 3 X 1/4 GALVANIZED NIASHER r-P'� C�
<br /> t�J �� N � � � � NAILING DIA./SPACING PER SHEARWALL SCHEDULE. 13 V 1 �
<br /> � �� FOUNDATION SILL PLATE � � •�'
<br /> �.I �� � _�. � ��
<br /> � I� .� .:. (,��. ; STAGGER NAILING � �
<br /> 1 1/4" 3/4" J
<br /> �J (�I: . . � .� RE: SNEARWALL SCHEDULE FOR SIZE � �
<br /> (1) ROW (2) ROWS (3} ROWS I I �� �� - HOLDOWN ANCHOR PER PLAN � �
<br /> CENTERED ON CENTERED ON CENTER ON � I I �.� _� � RE: 1 & 10/51.3 � � �
<br /> RIM BELOW RIMS BELOW RIM BELOW � � �
<br /> I I � I rJ I� f� ��� �
<br /> � � � � .
<br /> � . : CONCRETE FOUNDATION r^ rT� w
<br /> P6T�1, P6 P4 �C P3 P2, 2P3, 2P4, 2P2 ; �I . . . - - I � : . . �-,� _ : �1 h•-�-i
<br /> � ,J- , � � � . . , .
<br /> . ! , ^ � d' � . Q. , n .� ^..• Q ' ' .
<br /> �. �^ ° . a � � ° ° �. � Q �. � a : � ^: � .� '�__.____-- PROVIDE MINfMUM OF TWO BOLTS PER
<br /> � .
<br /> PLATE WITH ONE BOLT NOT LOCATED
<br /> ° a � e� . � � � ,
<br /> ,, .� ° , . . . 4 : �' : � . �,; a . . � .
<br /> MORE THAN 12 INCHES OR LESS THAN
<br /> . � � .� n' ' , v ' a A ' . ' . � , n ^ � .'
<br /> � , n a4 n
<br /> �
<br /> 7) BO�T DIAMETERS FROM THE END. 13
<br /> SCALE NONE SCALE: NONE
<br /> � � BOTT0�1 P�ATE f�AI�I�1G PATTER�1 � 2 TYPICA� SNEARWA�� �1Q�lE�1CLATURE E�E�fAT 0�1 '
<br /> � �
<br />
|