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<br /> A ;
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<br /> NAIL ROOF SHEATHING T0;
<br /> : = „ 0 C ' �, �
<br /> -1-Of� CHORD w/ 8d Ca? 6 ���._._.
<br /> . � �/ '!'.G, t �� ,':
<br /> �,� I
<br /> i �, : N �" r:�d
<br /> : , D � �K --- . ;� �
<br /> . . . . . . . . .. . . . . � . . . . . ��dY .
<br /> 2x FLAT C�? GABLE _
<br /> SHEATHING T0 MATCH
<br /> IF SHEATHING IS NOT ,�SHEARWALL. NAIL T0 , � U)
<br /> ` BROKEN ON TOP PLATE, GABLE, PER SCHEDULE. B � �o
<br /> U SE A35 � 12" 0/C
<br /> -+--� �
<br /> BREAK SHEATHING ON .
<br /> � o
<br /> . _ .
<br /> . TOP PLATE ONLY U �
<br /> ' Q N
<br /> - LATERAL BRAGING IS - (1) `n
<br /> SHEARWALL PER PLAN ` : �,_, �r- c�
<br /> REQU�R.ED 'AT_ ALL GABLE _
<br /> . _ (n � � ¢
<br /> END TR.USSES AND IS TO Q
<br /> Q �
<br /> : ' r� I) Q o
<br /> _ . BE DETAILED BY TRUSS _
<br /> MANUFACTUF�ER ` � � o �-- "
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<br /> NAIL ROOF SHTG
<br /> IL SHEATf IING T0 BLOGK : • . , �, � . .
<br /> Nq _ . � � a .. . , : . . : a . .. ..,. . . . . . . . -+J
<br /> . _ _ . . .: .
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<br /> - �0 TOP CHORD w ;' � U z �
<br /> W/ 8d C� 4 o/c �
<br /> 8 C�- 6,; , o c � �
<br /> d : / _ . ; . , _
<br /> ' : A DOUBLE TOP PLATE W - EDGE NAILIf�IG G HOLDOWN PER SCHEDULE AND L-
<br /> . � : ; , � � ; n- ,
<br /> , _�, . , +,
<br /> STAGGER . PLAN HDQ8 �DS3 ' SHOWN
<br /> ( ) � )
<br /> �: • • ; .
<br /> SHEARWALL EDGE NAILING AT ALL PANEL '
<br /> 4 16d NAIL _ , OO �H COORDIN�TE ALL STUD AND
<br /> _ � )
<br /> LL PANEL EDGES _
<br /> o EDGES:- BLOCKING AT A
<br /> FROM BRACE T0 - . _ PLATE SIZES w/ Sf-IEARWALL
<br /> �'45 _ SHEATHING TO MA CGH _
<br /> - WHERE APPL)CABLE. .
<br /> BLOCK ; SGHEDULE REQUIREMENTS
<br /> SI-IEARWALL. NAIL T0 (�ABLE PER
<br /> 2x4
<br /> BLOCK � EACH
<br /> � O EDGE NAILING TU HOLDOWN POST FULL
<br /> C EDULE. WHERE 10c� NAILS ARE (
<br /> S H ( {-IEIGHT STAGGER INTO DOUBLE STUDS O EDGE N�ILING TO F'OSTS; TRIM
<br /> QIAGONAL BRACE , � ,, � ,� ,
<br /> REQ D, USE 10d x �: LbNG.) � STUDS Q 16 , ON CENTER STUD�, AND KING STUDS
<br /> 2x4 DIAGONAL BRACE , 2x FLAT C�7 GABLE "
<br /> �'"- (�E PRESSURE TREATED SILL PLATE WITH
<br /> C� 48„ 0 � �K BEARING STUD FOR HEADER �
<br /> - f< BREAK SHEATHING ON EDGE NAILING AND ANCHOR E30LTS PER W
<br /> . TOP PLATE ONLY SHEARWA.LL SCHEDULE. � RIMJOIST TO BE 1Y2" MIN —J �
<br /> �TOP PLATE SPLICE NAILING TO BE (8) 16d THICKNESS AT ALL � I- N:
<br /> IF SHEATHING IS NOT BRUKEN SINKERS (MIN). LAP 48" MINIMUM. CENTER SHEARWALLS � o0
<br /> � �-
<br /> ON TOP PLATE, USE l�35 C� 12" U/C SPLICE QN STUD: �� .
<br /> d- � �r
<br /> SHEARWALL PER - - z >:
<br /> STD . SH � ARWA �L ELEU� I�ION W/ � IM
<br /> � .�
<br /> 3
<br /> _ _ �c
<br /> PLAN SCALE: Y2"=1 ,_�„ : : : V...� � � �_:
<br /> _ U _ I----
<br /> GAB �E SHEARWALL CONN : _ Q � �
<br /> 2 .
<br /> SCALE: 3/a-"-1 '-0" : �-�— � �
<br /> � �_�
<br /> : �
<br /> : �
<br /> . z �
<br /> , '
<br /> BREAK Sr1EATf11N� ON PLATE AS SNON/N. BREAK St1EAl NING ON PLATE /�S SNUWN: o o O
<br /> 5EE NO�E FOR ALTERNATE. 5EE NOTE FOR ALTERNATE. ° ° �
<br /> , ,
<br /> ' .. DIAPriRAGM EDGE NAILWG IN�O o 00 �
<br /> Sf1EARWALL PER P11�N NOTE: Tf1E LTP4 AND �r1E 3x SNEARWALL PER PLAN� �.
<br /> " DI/�Pr1RAGM EDGE NAILII�IG INTO BOTTONI PLATE MAY BE (�✓r1ERE SPECIFIED) RIM JOIST (I Od @ 6" o/c MIN) o °
<br /> (WIIERE SPEGIFIED) � �� i �� i � ° ° C�
<br /> I 6d NAIL EAGrI BLOCK(U5E SDS/4 x4/2 0 0
<br /> RIM JOIST (I Od (a) 6 o/c MIN) ELINIINATED FOR TF1E SFiEAfZ Li-1 ': .
<br /> - D E NAILING CONNEGTION FOR SriEARWALL EDGE NAILING SCREW FOR"3x BOTTQM PLATES) , o J
<br /> SIIEARWALL E G -
<br /> LI ABLE 1 6d NAIL EACri JOIS-( (USE SriEARWALL/#'S I-5 IF Tr1E (Wr1ERE APPLICABLE) 2 BAYS OF JOIS7 BLOCKING @ 48" olc ,o Q
<br /> , (WIIERE APP C ) Z . � � f
<br /> . SD��"x�2' SCREW FOP�3x ' S11EATf11NG FROM Tr1E LTP } FROM BOTTOM PLATE w/ (3)I Od NAILS INTO EACN BLOCK ° ' -
<br /> LTP4 FROM BOTTONI PLA-(E ` : � �o , � rv��`�_�_�__���'�
<br /> 60TTOM PLATES) St1EARWALL 15 BROKEN ONLY ' TO RIM J015T:FER SCNEDULE�
<br /> �TO RIM J015T PEP.SCNEDULE ��'� � _ , ° �� r ``",��
<br /> - EA WALL ONLY AT TFIE GENTER bF TNE .. � $.�
<br /> (A� S11 R ) RIMJQIST AND NAII.ED -(O TF1E (AT Sf-1EARWALL QNLY)
<br /> - CLEAR SPAN ' �� � �"' `�
<br /> LPT4 FROM RIM JOIST TO RIMJOIST W/ (2) ROWS OF L�T4 FROM RIM J015T 70 � 7�� MAXIMUM �
<br /> T�UP PLATE PER SGriEDULE PANEL EDGE NAILING. TUP PLATE P�R SGr1EDULE
<br /> _ < �
<br /> (AT,SIIEARWALL ONLY) (AT S1IEARWALL ONLI�
<br /> _ �, "
<br /> ` 30 MIN-- ���� �� ��1�
<br /> SriEARWALL EDGE NAILING —'�r I SF10WN
<br /> SrIEARWALL EDGE NAILING� FLOOR FRAMING PER PLi�N (I-JOIST. --
<br /> JOIST PEP� PL/�N (1-JU ST � J^r`�_
<br /> ' (Wt1ERE APPLIGABLE) SHOWN, 50LID SAWN.SIMILAP�) REBAR ° � -" = ''"� �
<br /> (Wf1ERE. APPLICABLE) SOLID SAWN 51MILAR) .:---- DrQWn E3y: CHRIS
<br /> LENGTH �
<br /> � _ _. SNEARWALL PER PIAN---, I%4�� RIM JOIST (MINIMUM) : CheCkBCI B . CHRIS
<br /> SNEARWALL PER PLAN-------__�� I/� RIM JOIST (MINIMUfvi) - - y
<br /> (Wr1ERE SPEGIFIED) (Wt1ERE SPECIFIED) ONE -�- REBAR
<br /> (2) I 6d NAILS EACFi JOIST TO � �Qte: � � —�g-� 3 .
<br /> , IN SHEAR CONE
<br /> TOP PLATE _ A34 FROM BLOGKING TO TOF PIATE ��I 2�� MIN. REBAR
<br /> . SDA JUB N0.
<br /> _LENGTH) �7 -
<br /> A JOIST.PERPENDICULAR B JOIST PARALLEL / � � � ,
<br /> _ 1 �2�� MIN:
<br /> : F�oM coRNER STRUCTURAL
<br /> , , _
<br /> �L.COOf� J015T/S �1EAf�WALL CC�NNECTIC�N
<br /> _
<br /> RI M JOI ST STH D I N STAL�AT 0 �1 �ETAi�s _
<br /> � 7
<br /> _ S - .� � CJ
<br />
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