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<br /> , , E. �8, TJ! Floor Framing Notes �� �4iY' : � �
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<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. �
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<br /> � ��, /a-E.s. a� �....�.� _.�,-;,_.. _.....� .. ._..._._.,. �..__.�. �_.._.�._�. .. � ..._ ....�..�.._� ,.,.,_._,_ .,:��..� w:::�� ___w.__ �.._��. _�_��_�., t t-i-�e � f' �
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<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 � }� �,--,�
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<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 '
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<br /> ° 3 1/2"X�I"GLM-LAM BM RIPPED TO 2�" �
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<br /> � � � j ���. �, � . ; ` � �____ __m_._.�__ _�__._... ��� �� � � ��:` .;� DETAIL NUMBER � �
<br /> �� � � ; �, � �; ,� ;� .__="�` � # �
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<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 �
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<br /> ; : � i M US J W/ I 2" � � 2x6 PPE TO I " 3 en� INSTALLED PER MANUFACTURER'S SPECIFICA710NS.
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<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'' .
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<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..�.
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<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.
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<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 �
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<br /> '�i �
<br /> TJI 560 FACE MOLINT HU416 _ ��-���� � �� , � � ---� � � , r-� M �� � �.
<br /> 2�}' — r _. _
<br /> HLIC416 '�' � �� Jg ' � y,s �
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<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. �- °
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<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
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<br /> ° ��� r� J ?� � �; - �( r ','� � ���'; �� '$ � ;� °� �-� 1 �, � FLANGE.
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<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_ ,�...._
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<br /> � � ��.�,.�L.,,._.__.._�. � � I � � �� � DER
<br /> Structural Release
<br /> � � �� � � I � I I , i �_���,� ,,. x�F° -��W: January 22, 20 I 8
<br /> �� � � � � CONiWl10USHEADER
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<br /> �" �_..._.__ . __.�.__----._ ___�___---� �
<br /> � — — F � ` _.____� .___��___�_._.___ � � � � August 7, 2018
<br /> �__.._ � �_. .--; ,- � Construction Issue •
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<br /> I I I � I � I __.� t�e._.�: � � ^___�a �___., .
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<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" -� � � �
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