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E. 62' <br /> _ C�:E,,��;�vE . <br /> , , E. �8, TJ! Floor Framing Notes �� �4iY' : � � <br /> ���¢ <br /> � � � �-,E�o�����- <br /> E. 20 E. I 4 <br /> _ � '/�" � �� �w,,.�- } � 1. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. . � <br /> � � � ._ �� �. <br /> VERIFY ALL DIMENSIONS AND CONDITION IN THE FIELD. iF ANY QUESTIONS <br /> � �-- � � ��•� SHOULD ARISE, CALL THE OFFICE BEFORE PROCEEDING OR THE Precisiorc £�' Grace <br /> � � � t�� r� A�� �'. �'� t� ��� � ��° s '� �� '�,�;�`'��, RESPONStBIL1TY OF TNE DECISION IS ALL YOURS. � <br /> M - <br /> #'�`" ,__" �°`"-= - "�"� ��� �t, � � � '� 6619132ndAveNE, <br /> � ��, /a-E.s. a� �....�.� _.�,-;,_.. _.....� .. ._..._._.,. �..__.�. �_.._.�._�. .. � ..._ ....�..�.._� ,.,.,_._,_ .,:��..� w:::�� ___w.__ �.._��. _�_��_�., t t-i-�e � f' � <br /> �_�.___� �.�..,.. _m._,. �_�.�.__�� � '''� <br /> �� � � � ---- - ---��-. �------.•- --�- � --�� ---•�•m--• �--�- � � � ����"�"' �°�� �y ,�',�,,� 2. REFER TO THE TJI RESIDENTIAL APPLICATION GUIDE AND A-9.0 SHEET Post Mail Box 242 <br /> � � �" � ---w-" i ;� ��==;�" � � SERIES PRIOR TO ANY INSTALLATION OF FRAMING MEMBER OR ANY Kirkland, WA 98033-8627 <br /> _ _ <br /> ��,;� � �^`'� �, ��, �� �" ,., ' �x � � �; �'r' � DRILLWG, AND CUTTING AT ANY LOCATION. YOU SHALL BE RESPONSIBLE <br /> ( 3 �' � �"� � � � t, "��; � � _�� �' � � ��� + -�-� � ��.� � ��� �� �� �r �'� FOIZ ANY AND ALL DAMAGES TO ANY OF THE FRAMING, TO INCLUDE ° ° ° � <br /> ���_ � �� �� �,:���� ��� ' � � �� �`� � � _���` '� ,�-��, � � �`` =� TOTAL REP�ACEMENTCOST. THISAPPLIES TOALL TRADES PERSONNEL � � <br /> �-�:� � i t.:. �� j 1 .t;;��, i ,, � a � }� �,--,� <br /> 't�� ' �-�. � ��� �, � �a"w� .��w� � � �.�.P�1��� 7 2O6-G19-399J <br /> ; r��>���•� - 3 <br /> � � � �,��� . <br /> ' � 3. DETAIL CALL OUTS CORRESPOND TO TJI'S DETAIL W THEIR RESIDENTIAL 2eclectic7�gmail.com <br /> �. � � � �N � j � REFER TO A-Jr.2 FOR DECK FRA�ING � � � ' APPLICATION GUfDE FOR FURTHER INFORMATION. Skype:eclecdcseven ' <br /> \ 3 [ ` � <br /> \_ = i � � <br /> ° 3 1/2"X�I"GLM-LAM BM RIPPED TO 2�" � <br /> � � ��� � ���.,, . <br /> _._. _.—.__......__. <br /> _ <br /> � � � j ���. �, � . ; ` � �____ __m_._.�__ _�__._... ��� �� � � ��:` .;� DETAIL NUMBER � � <br /> �� � � ; �, � �; ,� ;� .__="�` � # � <br /> �• ,� <br /> � � � �::"� o i ( - <br /> � � ; I i O �; � � I�' ���z r���.d�� SHEET NUMBER <br /> I � ' � J � � �; ; � �� <br /> � � � <br /> REFER TO �� _� � � �._e_.._._ _� � � <br /> 5/5-2.0 FOR "' , �� REFER TO 5/S _.0 FOR ,� <br /> BLOCKING �I �x RIPP TO /2" � � � �COCKING SPECIFICATIONS "' <br /> SPECIFICATIONS N US 1 W � %2" j � 4. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION SHALL BE <br /> �q ' FIRE AUL,I NG 3 2x IPP TO I 2" � I �H SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND FASTENERS MUST BE � . <br /> � 1 1 : �3 � <br /> M <br /> ; : � i M US J W/ I 2" � � 2x6 PPE TO I " 3 en� INSTALLED PER MANUFACTURER'S SPECIFICA710NS. <br /> ,. <br /> � _� _ .�_ ��_ � � ,. , ��� _:"��:.�.�_ ____..� _..T�..___ s��� � �:,��� IRE UL I G � � � MI S T I W/ � ° •� � <br /> _ _.__.__�� � ��; j 1 RE ULK G _ 5. THINK SAFE AND BE SAFE. �� � , <br /> $ 3 <br /> = TE NE ��� ____ __�___ ,� _____ _ __ af 1 � .��X/ TE E. :� I _ � Q'' . <br /> .�� � <br /> �;;��.,.� ,�.�. ��,,:<. .___ _ _��.___ _ _ �s ��___.__�°° : �� � <br /> ��J _ p 6. ALL NAILING SHALL BE IN COMPLIANCE WI7H THE 2015 I.R.C. TABLE �v <br /> � s --� � ; � � 602.3(I), NAILING SCHEDULE AND THE!-LEVEL#TJ-4000 SPECIFIES GUIDE. �l L�� <br /> 5 60 TJI � ,� ; � � � v <br /> � _ <br /> I I 7. SEE FLOOR PLANS AND ENGINEER S REPORT FOR ADDITIONAL FRAMING � e�- <br /> � � i �. �� w . � ,. .— -- � . r__ _:��.� . �-�=,�. � • � ►v <br /> O , I i � � � INFORMATION. � �� � <br /> �- � E.,.>x..�. <br /> ' �,,�.,.�... �.�; „ <br /> ,�.� <br /> _F _ _ - - m c�\ <br /> uG, i I� TJI LK / NG S �) � � 8. DO NOT OVER DRIVE NAILS OR STAPLES 1NT0 THE FRAMING MEMBERS `�► � °1 <br /> E. ri � me....-� � � ,u, � <br /> 2 8' a r�__' ��r �� � u <br /> � � OR SHEATHIN6. <br /> , ' � � v; <br /> m � ��.��� .� �� � � � � � � � <br /> „ <br /> _ � <br /> �'�"� .� � -- - - `� ABBREVIATIONS: � � <br /> �' , <br /> �0" TJI Joist Hanger Sched ule g � � I IQ £ �---- ..:�- -----=�== ��=�=-� � � �-- � �_.__�._._.��. _ �.�-� �� �v� MICROLAM TJI TJI JOIST ,�' � <br /> � � �: � _ � � � � x PSL PARALLAM TS TIMBERSTRAND LSL � � M <br /> f.�' �.r��,���a � �..� I I € € � � � O � <br /> E. � � �a .,,� �� �_� <br /> '�i � <br /> TJI 560 FACE MOLINT HU416 _ ��-���� � �� , � � ---� � � , r-� M �� � �. <br /> 2�}' — r _. _ <br /> HLIC416 '�' � �� Jg ' � y,s � <br /> .. �� <br /> _.� _ ___. _ <br /> ' � � _'�� ` <br /> u� '� �_ : ;� � <br /> .. _ � �� _,� Gu.. <br /> ,;'4� ___ _ � _ _ ,,.._ .. A = : 4 a� <br /> � � � �� \ .A�.� �����;_«�� � .4.. � � 5 � p W E N� To ; � �..__._.. ��___�� } _�'�t TJI MFG NOTES: N <br /> . � :� �, <br /> 3 <br /> ____ _� ��._ .._.,._ _.__ _...�m_ I U W/ <br /> �� � � II � � � <br /> , � �t m � � = i � � � � � � �� <br /> � <br /> � � � <br /> '� �; �� � �J ��z�� , � � ��� � ��� � � FI ULK � � �. ;, � � ft;,$<�'� <br /> � ; i �� � € , ��� � NAILING REQUIREMENTS ' � � <br /> � I I j � E � !�� <br /> � _ _ e � ( ` � �`���`��� TJIo JOISTS AT BEARINGS: TWO 8D 2� " BOX NAILS 1 EACH '�J � <br /> GENERAL NOTES ,� �=��� � ��._.__ , ;---- ; - , ___ � ___� ______ _____ _ ____ � ___ .! � .� __.___� _______ _���k �; — � % ) ( <br /> ���`� �J�_ _.. _- - – - - -- - _ �� � _ . _.._ � :��,�; SIDE), 1%z�� MINIMUM FROM END. . <br /> I.ALL POSITIVE CONNECTORS FOR WOOD CONSTRUCTION SHALL BE `°:..'��f i � � �, � <br /> SIMPSON OR EQUAL, E 2' O V 4� � � TYp BLOCKING PANELS, RIM JOIST OR RIM BOARD TO BEARING <br /> PLATE: <br /> 2.ALL SPECIFIED POSITIVE CONNECTORS MUST BE WSTALLED PER � � ��� � -�_ TJIo BLOCKING PANELS OR RIM JOIST: 10D (3") BOX NAILS . <br /> �� ', � — � - l�:I � � � � � ___.__ ���6:Y�'`�t AT 6" O.C. <br /> MANUFACTURER'S SPECIFIGATIONS. �- ° <br /> t ° <br /> �� ��.,__ � � �� � � �� � __�____ � .�.�� �, �� <br /> ���� `"""� ����� � 3 � � ; � � .�� TRUS JOIST R1M BOARD: TOENAIL WITH 10D (3 ) BOX NAILS <br /> �,4„ �3� WASTE LINE � 6�� [ 3 I/2"X 2 I"GLM-LAM BM RIPPED TO 20" � N AT 6" O.C. OR 16D 3� " BOX NAILS AT 12" O.C. <br /> ( /z ) <br /> SIMPSON WDOD CONNECTORS � � HATCHED AREA TO HAVE SOFFIT W/ € � SHEAR TRANSFER: CONNECTIONS EQUNALENT TO <br /> START FRAMING � EXTERIOR PLYWD W/2"CONTINUOUS � DECKING NAIL SCHEDULE. <br /> HU HUC 17T IUS GLN MIL! MIT LAYOUT HERE � VENTILATION � <br /> 20" 560 TJI AT �6"O.C. UF JST-01 ( RIM BOARD, RIM JOIST OR CLOSURE TO TJIo JOIST: <br /> o � i , ' ; 13/4" WIDTH OR LESS: TWO 10D (3") BOX NAILS, ONE EACH <br /> 3 � '( ��'� � � AT TOP AND BOTTOM FLANGE. ProjecC Site: - <br /> � s � � � � ; TJIo/PROT"" 130, 350, 100C 8 300C RIM JOIST: TWO 16D (3%2") 1410 Hollow Dale PI <br /> o � I � � REFER TO A-5.2 FC�R DECK FRAMING '� � ��:,�,--a;: � g a,� � BOX NAILS ONE EACH AT TOP AND BOTTOM FLANGE. WA 98204 <br /> , , <br /> Everett <br /> ° „%'' �''` �''' � T J I�/P R O T"' S 5 0 & 4 0 0 C R I M J O I S T:T O E N A I L J O I S T T O R I M ' <br /> � _��._.�� �_�..�� <br /> a o ° � �� __ .� '� --� i , � ; ------ � � s,��� :� : JOIST WITH ONE 10D (3") BOX NAIL EACH SIDE OF JOIST TOP guildin De artment: <br /> ` � �' �'" g P <br /> , ; <br /> ° ��� r� J ?� � �; - �( r ','� � ���'; �� '$ � ;� °� �-� 1 �, � FLANGE. <br /> e ����_ <br /> o e � �,3 � � �� � a�p f¢ � � °�i � � } <br /> �� 0 � ,=-.,r �_ . "` .,}/ 9f�—� ` `"" � .....�...� � f.��E� µf� � . <br /> , o � � � ,, , - � ; City of Everett <br /> � e � �� � s's r�;w��, � � 1 l! <� f � �. �. <br /> ��� �� �° �_ ����,;,� � ��u �,���.�� � ��.���`�� ; � 2X4 MINIMUM SQUASH BLOCKS: TWO 10D (3 ) BOX NAILS, <br /> ONE EACH AT TOP AND BOTTOM FLANGE. Building Code: <br /> � �� . � � �`�o�:.�–� � _.p ; I.R.C. 2 015 <br /> ; � <br /> � ( � � <br /> . , <br /> GENERAL CONTRACT TO SUPPLY THIS SHEET TO 7HE <br /> N <br /> ELECTRICAL, MECHANICAL, PLUMBING SLIBCONTRACTORS , upp�r Floor Framing Plan s�aie: ��4�� `v��` � "'F:�vf, ' <br /> AND TO ANY THIRD PARTY SLIBCONTRACTORS THAT EFFECTS <br /> � �1 <br /> Floor Design Standards <br /> � W � �� <br /> � E <br /> ANY ELEME T O E R . <br /> � _ _ — � __—.�_..__—s — — — — _.f_ _ _ --� — — _ LIVE LOAD 40 P.S.F. �� ..,��. � <br /> _ _.. <br /> ___ <br /> _____ �._�;-_3_��_� ___�_��—�_ -�--__.� �._— — �—._ T-__- - -��... �.�_.��_� _�.��-r-���m—______ T — �_� __�__.�__ S � ��� <br /> —�,— — -�--- � - � — -��u.ti_w_..�_ ___.�_ _ <br /> � = DEAD LOAD 15 P.S.F. <br /> I j � I � I I I � I I � TOTAL LOAD 55 P.S.F. S <br /> � <br /> ( �� I � I I ��µm:���� I I � �t r u c t u r e D E F L E C T I O N C R IT E R I A: Project Compass <br /> � � _ � LIVE LOAD PREFERRED DEFLECTION: 3/8"(.375) <br /> - - , �.egend LIVE LOAD MAXIMUM DEFLECTION: I/�°(.50) Designer: Vernon <br /> ;�- <br /> ; ! � ' LIVE LOAD: L/480 January 3, 2018 ,_ <br /> [�W��:"W;�_ <br /> :.. <br /> , <br /> � : ; <br /> / � � I 1/S"SUBFLR � JW � TOTAL : L/240 . ' <br /> �. � � ; I I I <br /> � � � � ' � �' � � � � � _����.��:_:�w,:�:..��.r�=::..:.mm.µ���� Client: <br /> � ' € 3 � � <br /> � �� rvorE: Mr Sisk <br /> ; � � � ; Ful! HEIGHT WAL�S I, THIS TABLE SHALL NOT 6E CHANGED WI7HOUT WRITTEN APPROVAL <br /> � _� _�____ __.____ ...__... _ _3.�___ _�_._ _.__.__ ____ - � � � _ January3, 2018 <br /> ��.�.�_.�..�... <br /> /�,. ��, .. ,y._�� �r r,: FROM CREATIVE . <br /> . � � ' ,_�l/ a/��_.f�''i�.��_��Fr'��C%� � <br /> Cu t ho/es with care , , � �--------— •-�------~--~~~~~~~-~- ____� � I � GEARING IK�i�L� sELOW 2. 7HE PERSON WHO MAKES ANY UNAPPROVED CHANGES TO THIS TA6LE Design Issued � <br /> Ma�nta�n ade uate _��_.__.�._�. __ ..__�._�.__.� � �_.�_�._ ___�._ �� <br /> and in the 'oist web p I ( � �m � ^ I _ _ � SHALL 6E RESPONSIGI.E fOR ENTIRE STRUCTURAL TO INCLUDE ALL COST OF January 3, 2��� <br /> J ; � ��_ ..._. __ � _. ___. .�_._ ._.�. ._..��.___ ._..� <br /> onl distance from � ' � � � � ��-_�_�_� � � _____� __.___.. ____ __�� __:_� a«rvPfs. <br /> � bear%ngS � � � � � € � ` ExPosEo sEnMs _ Bid Release <br /> � — � ; � <br /> � �_� �_`�� r� ��«:� �:���___���� � �. � -..�_ , January 3, 2018 <br /> ; '---� __._._� . .� �}'PI�ALHEA"_ ._,�,�w.t_ ,�...._ <br /> ��� � � <br /> � <br /> � � ��.�,.�L.,,._.__.._�. � � I � � �� � DER <br /> Structural Release <br /> � � �� � � I � I I , i �_���,� ,,. x�F° -��W: January 22, 20 I 8 <br /> �� � � � � CONiWl10USHEADER <br /> ( �..,�_- � <br /> �" �_..._.__ . __.�.__----._ ___�___---� � <br /> � — — F � ` _.____� .___��___�_._.___ � � � � August 7, 2018 <br /> �__.._ � �_. .--; ,- � Construction Issue • <br /> � t , _- ._w ,. .,, vu.. <br /> � 3 } ..,,a_ „K� , .�.,��,� „„�<, <br /> I I � i I I � � <br /> � v «Y I � �✓W.e ( � � HEADE(. �O OLIiSIDE CORNER <br /> �_ _ <br /> ,,.�� Revision - I ' <br /> I I I � I � I __.� t�e._.�: � � ^___�a �___., . <br /> ` � ; <br /> C�_ <br /> �__ .�._.� __.� � � _ , � coNCENir;�rE��oAo svMso�s Id���c:_t�v�� �t�� c�:�� �3�:t��c��..�:�.�> �'` <br /> Cuf only round ho/es DO NOT use sawn �- - -�—�- <br /> � , ; [ _ � �3c;.�tt t.rr�.�;r�� <br /> and only in the center lumber for rim board 3 �°"�E"T�f`TE°�oA° Proje�r Number <br /> , � � : � REST ON A GEAM <br /> � I I � I' I 20917 <br /> of beam or blocking, as it � � � � � � � <br /> �I� I � � CONCEN7RAiED LOAD <br /> � SEE DEiAIL"W'" <br /> may shrink after I I I � I I � � � r1ll Kights Resen�ed. <br /> a . � � ! ( tlll contents within this sheetis <br /> �nstallat�on. Use only �----� �-.�.��e ----------��-� E � � — � � <br /> � � � � t Comf�rt.Re�o{�ictiori b}�i�), <br /> engineered lumber. � � ! � � � I i/8"FLR SHEATHING, TYP � <br /> means either in�vh�le or in <br /> I � ��__ � I I ' � 1 � � � � � � � � � <br /> ; � part reyuires written permission <br /> 1 �_._��_._ [ <br /> � � � � � � � � � � � � � by Creauve ComEort. . <br /> ..�._..._�._�....� _ ... ___.._._ .__.,. ., ..__.,__.�_ .____��. _.....�,..,....,.__. . __....� �_......_�. .___ ._ __,._ _ ...,.._. _..____ . _..._ ._�_._..._ ___. _� ,.�,__...�_ ..__ ...�w._...._ _—:�.._�.._..:�:� 1... �—�:� — — — � ����:w. .._��_.� �—��� ..._.,.��.� � — — — �...__—,.__.1 <br /> ___..�.�_—._—__� � — — — — — —1..�.�.__—_—....—..,.—_�.— —_�—..�— .—� —,,.,._..— .� —._—�__—� <br /> Sheet Number <br /> � `�:�� _�.�__�.�..�� �__. <br /> � 0 U p per Fl oor Framing Plan: Fl oor Shea thing � s�aie: �/4" -� � � � <br />