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<br /> j j j ? i I . 1 i ��' � � UJEAI�N�R �al`(�IP d IN��I.►�. �
<br /> � i i i i , i i i i i i � i i � i i ;i'' , �` rf , �t) R�-49 (�'1"�'} � � � � �
<br /> i � � I ; , ; � � , i ; �, F��J�F FRA�INC PLAN NC�TES
<br /> � � i � � 1 � f � , I I � j , f n� i � { i pt��+�+ �ry {+ �+�p� t (��{R�+
<br /> � . � I I I � I I I I I � ! ( I I �I� / \ I I I f I f f �f1L1�?J LJ��.}�IIIY #�VtiL7�7,
<br /> � � � i ( E � � i I ` � ! � � � �
<br /> I � . I r � � � I I � , ' �i � '; SNOW: 25 P�F
<br /> , I � � i I i T (�/S-�}; RO�F DEAD = 15 PSF
<br /> � � i r r � ; i � i i , i : i i 'ii � ; i i ! i i i
<br /> I � ` ' ' ( I tJPLIFT = 20 PSF
<br /> � I i I � � � � : � � 1 � j � � , ---�" ,\��. � � MINIMl1M �,WR CNORD DESIGN COAD = 2Q PSF �
<br /> Ii , ! i i i i i � i i i � i i F � (� � � i i i ..--;'`�� ; 3 �
<br /> I i � E ! � 'j � �� ` ! � ' `�� � � - ( PRE-MANUFAGT�IREQ �RUSSE� PER SECTiON 1BC 2303.4.1 �- .
<br /> i � � � i i � I. I � I � i '�� r 1�� (sis-�) � ; Truss desigc� drawit�gs. Tr�ss construction doeuments W
<br /> � � i i ' � f � i i i ' 3 ; � ' i t i 1 f; � i i � ' � � � �� ( shall be prepared by a Washingtr�n State Licer�sed Er�gineer � W �'�"'� �
<br /> i j � I � � l ; � ��� i i I �1 -' ( I I � � j ��� � � ar�d shall be provided to tk�e building official and "'� �! � �
<br /> , �- � ;� ' , �pproved prior tc� installation� These construc�ion documents � CC � �}
<br /> � I i i i I E I I I i I I Q N I I i I I I 1 I I I ; I �
<br /> i ' � j � � ! � E ���a + j � ��� ��� j � i � � I shal4 include, at a minimum, th� ir�formation specified � � '' C'3'�
<br /> � � f , � I � { � � � � � � � � ! � � � ��I � belr�w, Truss �hop drawings shall be provided with the � Q
<br /> � � ' �_ --.�� ----�--- _—_- � , i � � � i u:,� � i � � ;� i a ; � � r f i , fl I' 1' I �
<br /> � , , _ E �_______ .____ ------' --- .�__ ---- � --_ ----- ----' i�� - ---_ � � .____---- — ---' '� � sh�pme t of t us�es delive ed to the job s'#e. � � � � ��
<br /> ��__ ___ t____ � ; - - -�--____�- ___ , � � �-- � � � �- ;-__---,- --�--- � { � � �___ ������s-�-�E ��---- � _ �
<br /> , , � � ; _ .�
<br /> i � i � � ; t i � � 1 i i i f i ! � i . � i i , i ��;� �. Slope or deptl�, S�ilC1 �Ctd S��CICI�; � (,j..� �--
<br /> l �
<br /> , ,
<br /> ; , I I � ! I I ! � � j � I `�. II: 2, �ocatior� ofi�oi�ts• � �"'
<br /> , ' + I I I ; � ��� ' ° �C ,=� W
<br /> � i � i i -- i i 1 � , � j � 3. Re��ired bearing widths }�..._ � � .
<br /> � i � i i � i � ; i � i i � i f � i i i i i i i i i � � i i i i � t
<br /> � � � , � , � � � I � � � � ! � �. Desi�r� loads as applicable; W (� � W
<br /> q � , ' I �����,-� _ � � i �, � ' I � � � f � �` � �O !`r- >
<br /> � � i ; —� I � � � r-,--_�, _� I � , 5. To chard live iaa� inc4udir� snow loads ,
<br /> s-s � � � � � � � _ � � � � � t � E � � ; �� � t � � � � 1 6. T�p c�ord d�ad load; �� 'Ct' �
<br /> � I I '
<br /> I � 1 , I :� f ; I i � I I ; I � I 7. Botkam chord (ive load, �
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<br /> ' ; r 1 j � � i � � , i , � i i "/ i i � i i i i `.s'. � �, Bottom charc� dead Iaad; '""��'
<br /> � � � � � � I � I I �� � , � ��-��j � -�_� - _ - � i 9. CQnces�trat�d laads and their poir��s of application; � �
<br /> � E j � ! � l j � ; j � ; �� r ' �i ��� � o�s•3)� 10. Co��roflin� wind ar�d eark�quake loads; �.; �
<br /> ; � � � � � � � � � ! � � � � � � ��f � ' ', � � � ! � i 11:Adjustments t� lumber and metal cor�nectar plate � �
<br /> I � � � I � i i i � � � I ; � � � � . ? , � design value f�r cor��itions �t use; � �
<br /> • i } �.l � '
<br /> � � f ; ; � � � i t i i i � � E � i �i t �--+�� � i i i �� - ' ��. ��G�1 �E3�Gt�Ot1�01"G@ �.tl#� C�13`�C�IOfI; � ,,,c��-+-�,,
<br /> � I
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<br /> � � ` � I � � � � \ � F � fB/s��} � � ' � �3. N�e�al cor�n�c���plate type, size, t�ickness or�age, � � •
<br /> � ; � � � � � I ! I I � � � � � ( I � ,, , j ar►d the dimensioned location c�f �ach metal connector
<br /> i � i E . i i i i . i r � i �i, i i i i� ! i i � , ?. ��t� �xC� �w�1GCf: S mm�tt'ICaI� E{}C�tBd ,
<br /> i � � j � ' j I j I � � I �- — '� i �� - � � y Y �
<br /> � ! I 1 { � i I � � ( ; � i ���, � �!��T-� i � i _ � re(ative to the joint interface; � ;
<br /> TD1 (6/S-3�. � i i i i ; i i r � i i � i � i i � �i'� i i �� i � ; E � m ! 1�. �IICCI�BI'S(ZG S@CI�S ��tC� C1t�$f01'��C�t I�l��il��l"' � i
<br /> � Ri�t�F VENT�NC CAI.CUI.ATIC�NS � `�� ' , , � _ � � � � � � `I . �� �� , I j , � ; , �' � , ,� ;
<br /> � I� � 1 � : f ? ' � I ' , I , � a 15. Connectiar� requir�ments for: � � ,� �,��' ;
<br /> ,
<br /> �� C j� C� C� � , ' ' �� I � �� ' i ' 15.1. Truss to truss girder, �1 'C[ '
<br /> �-�-, ; , _ _ , � � i
<br /> , ` # ��;r ��� `�� I i E �I I --!I i
<br /> f L..._—___- --—__ _�_ B 50 }� 0 ^2.0� _,.�:_ �.,._....�:- ,.. __....,,� SW- 1 Y�
<br /> r � � _ � �_..___ _. _ '
<br /> _ a-�.� ��oa �s� ; __ -- , , , � n ,
<br /> .� w-1 �-s` - — _� _ ' , _----�- _ �;_ _�- - ; r j
<br /> �___ '__ ' ' ' _'_�_ ' ' �____ --�- � � , i „ : . 15.2. Truss ply to pl � and GL
<br /> \ , ��.1 � �
<br /> � B 1-5.250 x 4.000 PSli 2.OE j 1`� 3-2 \ ; , (� ,
<br /> Rt�OEAREA 1.925 SQ,FT. 4 (_ _�__� �_`_,-�---__�_ —��____L______�__��_____�__�_1------ -- -- --I_-------�_�____--_�__— ._�.-.—'---------- --�-_—_��__ ---- ----- �__ _ �__._ ____i__�__� 15,3. Fieldspecies; �r
<br /> �
<br /> �., �� 15.4. Qrag truss connection to sh�ar walis for the loads specified � � �
<br />� � {where applicable}. —" �
<br /> VENT AREA REQ,'D 1$4$ 15� X 144 TD1 (615-3} ��„ C[ � •
<br /> s�� (s/s-s} 1�. �alc�lated deflection ratio or maximt�m deflection � �""�� ,
<br /> far live and total load; �
<br /> EAVE VENTS PROVlDED1 350 SO Vents 7 SQ/VENT 17, M�imum �ixial compressic�r�farces in the tr�ss � L� �
<br /> RIDGE VENT PRC�VIQED� 990 55 feet 18 s.q. in � in members to design the size, connections and anchor�ge � W ;
<br /> af the permanen#cantir�uous #ateral bracing. {�
<br /> Gable end vent 3�� 2 150 s.q. in / in Forces shall be shown on the truss construction ('� � �, ,
<br /> RaOF VENTS PROVIC3ED 27� 3 Total 92 s.q. in J in d�cuments oron supplemental documents; ac�d � .� �
<br /> T{�TAL PRQVIDED 1916 fJK 1�. �eguired permanent tr�ss member bracing location. � �
<br /> ,
<br /> ------------------------------------------------------------------------------- '
<br /> �
<br /> • Provide 4 x 6 DF 1 post under all girder truss suppc�rt locations. '
<br /> TOTAL RQt'�F VENTS REt�,'D 3 Total FIR�T FL�QR SNEAR INA�LS/ RQ�F FRAIVII�ICi ��ese su�ports must�o1�ow to�ounc�atic�n ta �istri��te �earin� � { .
<br /> loads � �
<br /> NQfi�s * Uh�LESS NOTED OTNERWI�E TNE RaOF � � ;
<br /> �.. R�c�ur�Eav�NT��v� {SRu��� �r�e��s} COItImt1 SCh�dllle S T R U C T U R� S H A L L C�h 1 S I S T Q F T H E ;
<br /> 2. TOTAL L.ENGTH OF ALL RIDGE LiNES FO��OWING;
<br /> 1. Lighfi Weight roof not exceeding 6 PSF. This may c�nsist of:
<br /> COI.UMN MARK TYPE Light weig�t tife, cedar shakes, cc�mpositior� roof, light�auge � �. ;/ ?� �
<br /> G0� 1 4 x 4 DF No 2 metal. � � ��^ ,���,� �--
<br /> 2. 15#felt (or as spec�f�ed by Architect}. �.�'� � ,�
<br /> ** �. � ����: p tfl
<br /> {3} 2 x� HF/QF allowed far 4 x�#, (3} 2 x 6 HF/DF allowed for 4 x 6 3. 15/32 CDX or�" OSB. Nailed tc� �x nc�minal framing � �' �3v���,;' ���,o ���'
<br /> �,���� r
<br /> � members with 1��� 6" o.c. Edges & 12" o.c. Field. �lo � � � ���
<br /> � ����
<br /> .� ���� �'
<br /> b�ocking is requirec�, unless specified on plan. �� �'� 3�42� ���' ��` •
<br /> 4. Ir�s�lation per architectural drawings. ��'�s���� �'����'
<br /> • IVo modi#ication is albwed an pre-engineered trusses.
<br /> • FRANIINGI6RACING I� ERECTORS RESPON�IBfLITY.
<br /> • Over framing sha13 consist of the foilowing:
<br /> SH�ET NUI�BER WHERE DETAIL lS SNOWN HQLD-DOWN DETAI� N�IMBER JOIST BEARING 1. 2 x 4 HF#2 for�pans up to 6' t"(lU��U 1 7t
<br /> P03NT PER PLAN f�-_ J04ST BEARIN� ,
<br /> � POINT P�R Pl.AN 2, 2 x 6 NF #2 for spans up to 8
<br /> NOLD-ROW�I DETAIL NlJ�IBER SNEET NUNIBER WHERE DETAIL � � 3. 2 x 8 HF #2 for sparss �ap to 12`
<br /> -�� IS SHOWN �, _ _ �._ _ — _ —_. _ � � �. 2 x 10 H� #2 for spans up to 16'
<br /> � � _ .._
<br /> _ --�.
<br /> • All headers shall be 4 x 1 Q DF 2 OR 6 x 8 DF 2 �J�O �.
<br /> MST�OR TDX (2/S•3� ` � { �
<br /> I�STXX QR TDX(2/S-3} � f �x s Q�2 • Alt Gl�elarn b�ams �GCB) shall be 24F-V4 �lJ[�0)
<br /> � , ! OR6X60F2---.� '.
<br /> r � _ ;-*---._ _--.JOIST SPAI� PER P�AN� ---►, (2} 2 X 6 ST�OS
<br /> NISTXXX - MST STYLE STRAP (2}2 X fi STUDS �\ �,---QR PER HflLD-DOtNN SCHE[}ULE
<br /> F�-MIN LENGTH OF SUU� TDX {TIE DOWN) PER HOLD-DOWN ?YPICAL �OIST SYMBOL OR PER MOLD-�OWN�CHEDU�E--�,� �
<br /> . i � �, SCHEDULE QN S-3 SNEET i��
<br /> SHEAR WA�L N1ARK �U�•� . 1� '� (EACH-ENL� OF S.1N.}
<br /> (�tc�c���.�} � wa����nr��.� ,--�����P�A�
<br /> �c�
<br /> PER S.W.TAB�E S-3 - _�__. M1N LENCTH OF !, /
<br /> SHEAFt WALt. {EXAMPLE} fr TYPICAL HEADER DETAIL {�1N(7)
<br /> SNEAR �A�L LE�EI�D ,
<br /> S1N = SHEAR WAL� �—4 X 4 D�2 �TYP) � = P(}�TICQLtJMN 5UPPORTED BY A BEAM. -
<br /> TD = TIE DOWN PER SW SGHERULE �a S-3 DOES NOT CONTINIJE TO f�00R B�LQW, � .
<br /> I�1R - NO HCILD-Dt�W�I REQ�D TYPICAL BEAM SUPPt�RT DETAI� (UNO)
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