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� _ ..� _ -_- -.. <br /> r r <br /> r: <br /> ; �'.� ; � � <br /> � � r�� l --'` � <br /> � ' � <br /> , � <br /> � � � � <br /> Nf <br /> I I � � � <br /> , <br /> i � � � � � � <br /> ; , � <br /> � s-� C � � � r. � <br /> � Ca � c� � � <br /> I `�' �" <br /> �1R N1R �11R N1R N/R �I/� N/R f�IR NJft � TU1*{6/S-3) �� � � <br /> X °' <br /> ��L!�- <br /> `�, i _____ _------�-------- -..--- - - J -----____ - -- --_ - - --- -_— _ - ---- __I___.-, � t� I -� <br /> ,,--�--; -_�__ �. _�___�__�_ _ ___ __,___ r_�.____ _ r � .___ _ _� � _-, <br /> {+yp�{ ? � i r �+1�t �y �. �+`Ar!.{ � -�--f----�-- � �— —{- , � ��� <br /> x__ + _. <br /> /" �\ ,, 13YM'! .ti'�i� ' JMY' ���'VH�� � � � UYV I .��'�x� �� � .. � ' u -- —�YY'� .J�'U�� ��� 1 �� W�� � . . <br /> � � � <br /> ro! ,!, � E '' SW-1 ;14-6 ` �\ .,�`,, U�i t� r'7 'ces <br /> ' " !----------__-----__--�- _� ; At�1 , Bt�-4x8D_No2 "_�� � � B �4x8�D NP�o2�� � � 8�14�4i�8D���-?�-� f � ( -, ���� �` ' C� � ���--..� <br /> � ; � � h---� r � �==�, —= - i-- ' �n . , <br /> ,_ _� r _ . _�� ..�„ ---� <br /> , � <br /> , _ _ <br /> , � <br /> r <br /> , �_...— . r f- —r . �---;---- r—` ! � �� � `�� <br /> �� <br /> _' � i ,` 1 f � ,i � I � � � � �y(+ � c, � ��'� '� <br /> . ' % . 1 � i i i � � , ' ! i ':.�{ i 3 � � � ��� �"It7"��, � ' �^�} �`+.-/N <br /> a ..� � .. i �..1 . <br /> � � i � � t � � � r : � � ; i i � �E i � 22'x3 '/�T�`CC',4C��$� i i � r <br /> � ! � I � ' ? � I � ; � ' �a�� ��. v�R�. c�.���. ' � � � ' <br /> ; <br /> I a� � <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, � <br /> , , <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 <br /> , �� <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) <br /> t <br />