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' FILL
<br /> � �- � � ; � CR:;��IVE
<br /> � � ---- --- WEB � TJI Floor Framing Notes ;��� -
<br /> � I � ' ; -��o �����
<br /> � I � I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
<br /> � � I I � � TS E VERIFY ALL DIMENSIONS AND CONDITION IN THE FIELD. IF ANY QUESTIONS
<br /> � � � SHOULD ARISE, CALL THE OFFICE BEFORE PROCEEDING OR 7HE Precision � Grace
<br /> �� RESPONSIBILITY OF THE DEGSION IS ALL YOURS.
<br /> � „�� T.7 2. REFER TO THE TJI RESIDENTIAL APPLICATION GUIDE AND A-I I.0 SHEET 2508 Audu6on Park Dr SE
<br /> S Sammamish, WA 98075
<br /> �,�, � �>� \�....1 �� A` A � SERIES PRIOR TO ANY INSTALLATION OF FRAMING MEMBER OR ANY
<br /> � � I— � ; � ' � DRI�LING, AND CUTTING AT ANY LOCATION. YOU SHALL BE RESPONSBLE
<br /> ' � A-�C�. � FOR ANY AND ALL DAMAGES TO ANY OF THE FRAMING, TO INCLUDE
<br /> �.,., � 206-619-3995
<br /> TOTAL REPLACEMENT COST. THIS APPLIES TO ALL TRADES PERSONNEL. 2eclectic7@gmail.com
<br /> � � � Skype:eclecticseven
<br /> 3. DETAIL CALL Ol1TS CORRESPOND TO TJPS DETAIL IN THEIR RESIDENTIAL
<br /> �� � APPLICATION GLIIDE FOR FLIRTHER INFORMATION.
<br /> � ,��,,�
<br /> I -�~� _ __V_V_ _ '�W ���� �"�
<br /> HW HW HW ' H H�HW � e.. �_,._. � � ��� �
<br /> I = J �' ._..-�' ____ ____ .� � � �._. --� �`,�,-` I DETAIL NUMBER
<br /> I E ' � = m � � ��
<br /> � �-X �•f SHEET NUMBER
<br /> a� I ! � � � k I �
<br /> �� � � � I � , �
<br /> I E I = d- _ � 50 �
<br /> � , , I ,
<br /> , 7 36 7
<br /> E
<br /> E
<br /> � �� 4. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION SHALL BE
<br /> -� 16 11 5�'- 16 0 I I/16 16 I I 5/8 SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND FASTENERS MIIST BE �
<br /> � INSTALLED PER MANUFACTURER'S SPECIFICATIONS. �
<br /> _ � 5. THINK SAFE AND BE SAFE. �
<br /> � 6. ALL NAIUNG SHALL BE IN COMPLIANCE WITH THE 2012 I.R.C. TABLE �
<br /> TS I °�
<br /> 602.3(1), NAILING SCHEDULE AND THE 1-LEVEL#TJ-4000 SPECIFIES GUIDE. � � •�
<br /> 2'_6►' TJI /TS I
<br /> ' TJI TS START FRAMING 7. SEE FLOOR PLANS AND ENGINEER'S REPORT FOR ADDITIONAL FRAMING � �
<br /> / INFORMATION. � •� �
<br /> .
<br /> � _ _ <d LAYOIIT HERE � �
<br /> -- - _ __. ___ _ _ �___ _ _______ ___.� _ _ _
<br /> � �� �... ..�.. ____ ____ _____ ..�. � � _____ ����X� � __.�__ .� ____ _.__._ ____ __.__� � OR�SHEA H NOVER DRIVE NAILS OR STAPLES INTO THE FRAMING MEMBERS � � ro
<br /> � � � � �
<br /> �2 U er Floor Framin Plan �� ABBREVIATIONS: �
<br /> pp g Scale: I/2 �
<br /> i I 1 7/8"TJII 230 AT I6"O.C. UF JST-01 � LV� MICROLAM LV� TJI JOIST � -
<br /> 7
<br /> � q�, �_� j � PSL PARALLAM PSL I 1/4°TIMBERSTRAND LSL .O O M
<br /> _ ------- __ I ,� � �C SC S�:�, � '� o x
<br /> �-� t.� - �.� �-� �.� ,�-�� � �-��.� � �, �.
<br /> Floor Design Standards I 4" 7J1 Joist Hanger Schedule � � � � ry
<br /> ��j � �. rs �. �. I� .� � �
<br /> �'`mA, � ,� _ �. .._ �. �, _ � s
<br /> LNE LOAD 40 P.S.F. ��- "�_ _� - � �_. _ � �: � � � �- - ---Q— � � � � _ � � � F
<br /> ►� �r,
<br /> DEAD LOAD 15 P.S.F. j TJI 230 FACE MOIINT ITS2.37/14 �-'-%' t_ f , �_ j t � � j ►,� t E �
<br /> , �
<br /> TOTAL LOAD 55 P.S.F. � TOP FLANGE ITT2.1/14 ; � �
<br /> ,
<br /> � DEFLECTION CRITERIA: ; TJI(2)230 FACE MOIINT MIL14.75/14 �- I I I -�}- �
<br /> LIVE LOAD PREFERRED DEFLECTION: 3/8 (.375) I TOP FLANGE MIT35/14 I I � �
<br /> LIVE LOAD MAXIMUM DEFLECTION: I/�"(.50) � � � � � � I �
<br /> LIVE LOAD: L/480 � I I I I �
<br /> TOTAL :U�40 �---
<br /> GENERAL NOTES � ` I `������ TJI MFG NOTES:
<br /> NorE:
<br /> � �
<br /> i j �'�� '`�
<br /> 1. THIS TABLE SHAL�NOT BE CHANGED WITHOUT WRITfEN APPROVAL I 1.ALL POSITIVE CONNECTORS FOR WOOD CONSTRUCTION SHALL BE �3'_�p ���" ( �'� � I '� �=�._� �
<br /> FROM CREATIVE COMFORT. � SIMPSON OR EQUAL, � �-----�-�-� N A I L I N G R E Q U I R E M E N TS
<br /> � � t�-�.� � �: �-.._._� �
<br /> 2. THE PERSON WHO MAKES ANY IINAPPROVED CHANGES TD THIS � 2.ALL SPECIFIED POSITIVE CONNECTORS MUST BE INSTALLED PER 4�� ' �
<br /> TABLE SHALL BE RESPONSIBLE FOR ENTIRE STRUCTURAL TO INCLUDE i MANUFAC7URER'S SPECIFICATIONS. � {'� !-;`;,� ( I �� i��.;g �� I ��-- � � � TJI� JOISTS AT BEARINGS: TWO HD ���") BOX NAILS (I EACH SIDE), I�"
<br /> Al.l COST OF ALL TYPES. �� I�"'J ----
<br /> � ,y� I �� " ---- ` MINIMUM FROM END.
<br /> ----- — -- _-- � I � r� 7,1 � �
<br /> ------ -t t A-t .P :�.x�.s�
<br /> � BLOCKING PANELS, RIM JOIST OR RIM BOARD TO BEARING PLATE:
<br /> � TJ/� BLOCK/NGPANELSORR/Ml0/ST IOD 3 ) BOX NAILS AT 6 O.C. Pro ect Site:
<br /> --- - ---- _- - ----- _--- SIMPSON WOOD CONNECTORS C 3 ���X �� � � � � „ „ �
<br /> �i J1 B� TJ B�K � TRUSJO/STR/MBOARD.• TOENAIL WITH I OD (3") BOX NAILS AT 6"O.C. 45 I S Seahurst Ave.
<br /> Floor Dead Load Chart � �� �� � � � � � � � � � � � ���� �w � OR I6D 3� " BOX NAILS AT 1�"O.C.
<br /> HLI HIIC ITT ILIS MILI MIT �� � � r � � �� r � � - � � r , �� � � � Everett, WA
<br /> TS � SHEAR TR,4NSFER.•CONNECTIONS EQl11VALENT TO DECKING NAII
<br /> � � y � SCHEDIILE.
<br /> � � �� g
<br /> Material P.$.F. o �} Building Department:
<br /> • 28' rs
<br /> a
<br /> FLOORING: 3/4"HARDWOOD 4.00 TS Cit of Everett
<br /> 4 � � � RIM BOARD, RIM JOIST OR CLOSl1RE TO TJI�JOIST: Y
<br /> SHEATHING: 3/4"O.S.B. 2.90 o p FILL ; /�/4"W/DTHORLESS.•TWO I OD (3"j BOX NAILS, ONE EACH AT TOP AND
<br /> JOIST: I i I/�"TJI 230 SERIES 2.70 o I I � WE " � Buildin Code:
<br /> R-30 BATT INSULATION 1.33 . , TJI/TS BOTTOM FLANGE. " b'
<br /> � � TJI/TS H I I � � TJ/�/PRO /30, 350, /OOC�300CR/MJO/ST.•TWO 16D (3y ) BOX I.R.C. 2012
<br /> PLUMBING: WATER SUPPLY LINES I.I 3 ° ( � TS � � NAILS, ONE EACH AT TOP AND BOTTOM FLANGE.
<br /> ELECTRICAL: WIRE SLIPPLY FROM PANEL 0.25 0 � �r e O , • [�Q � �"- �I TS TJ/�/PRO'�'S50 f 400CR/M10/ST.•TOENAIL JOIST TO RIM JOIST WITH
<br /> � S � � ONE I OD (3") BOX NAII EACH SIDE OF JOIST TOP FLANGE. N
<br /> TOTAL I2.3 I (I2.00) � � ---- N� NE
<br /> _ ___ __ _ - _--- — _
<br /> � � 2X4 MINIMUM SQUASH BLOCKS: TWO I OD (3") BOX NAILS, ONE EACH AT E,
<br /> . ---- - - - . � 14'-I 1/2" � � I HW W H HW HW � H � � TOP AND BOITOM FLANGE. W
<br /> . _ _ _ __ .__ _ ___ � ^ � m
<br /> i GENERAL CONTRACT TO SUPPLY THIS SHEET TO THE I x � � o I sW sF
<br /> GENERAL CONTRACT TO SUPPLY THIS SHEET TO THE i ELECTRICAL, MECHANICAL, PLl1MBING SLIBCONTRACTORS I -(�- ( � � � _ � I , -('�- �
<br /> ELECTRICAL, MECHANICAL, PLLIMBING AND TO ANY 7HIRD PARTY SUBCONTRACTORS THAT � ' S
<br /> � _�L � � I
<br /> SLIBCONTRACTORS AND TO ANY TH1RD PARTY EFFECTS ANY ELEMENT OF THE STRUCTLIRE. Pro ect Com ass
<br /> SLIBCONTRACTORS THAT EFFECTS ANY ELEMENT OF THE � � � � / P
<br /> ;�;'�''*, i 1 1 t __i�.
<br /> STRLICTLIRE. �� �....... ...�_._._ � �— --- - _ � � -- -- _.._.._. � _._.. .�. _..__.. - � � TS — 4 �-- - � .__._..�W _ Designer. n
<br /> -- ----- __ _ '�-�` rs
<br /> • Verno
<br /> _----- _ _------ --__ _
<br /> � � � � � � � � July 29, 2015
<br /> � ��-6 r�i irs
<br /> �� ,� TJI/TS �� '�'��� �x WAu vER P�nrv
<br /> � —- WALL SHEATH'G C►ient:
<br /> __— _ _ ___ _ __
<br /> � 7� � �-� �.� �' � ( ��� -{ �- TS �-( ( � ��* '�_� �.� � SUBFLR PER PLAN PER PLAN Naran jo
<br /> Y "`-- � TS PfR PLAN January 5, 20 I 6
<br /> S tru c ture � �-� �.� �-� �.� � � TJI PER PIAN � j�
<br /> � �{ � � 711 PER PLAN
<br /> � Leg'en(� �_� � ''� A-1 t.# A_ � ��� Drafter: Vernon
<br /> � / ; ' � ' June 15, Z016
<br /> � �_ ______ ___W_ ____ _�_�__ _ � ____� _____. �____. � _____ � �_____ �_____ _____ ___.�__ �___�_ -- �, . �---- ___� __� 2x WALL PER PLAN
<br /> �� Design Issued
<br /> �; �,,
<br /> �
<br /> FULL HEIGHT WALLS July 30, �DIS
<br /> Cuf holes wifh care Maintain adequate � � � � � ' � ���� � � � � ' � ��� F►'d►lllf7 • Plate Detail B�d Release
<br /> and in the •O/Sf WGb BEARING WALL BELOW � 3 • Scale: 1 �" Jul 31, �015
<br /> � d�stance from �� g /
<br /> � only bearings = _ _ �' 36' �' Construcrion Issue
<br /> EXPOSED BEAMS I ; � 50 '
<br /> ' Revision - I
<br /> inPicn�HEA�ER �-7.� �►�!�. 1 Reserve for the Building Department
<br /> � �, ,�,`"�.=�;�
<br /> _-� � �
<br /> � ) � � �; (�
<br /> CONTINUOUS HEADER ,,� � �j' �J
<br /> � l I
<br /> I
<br /> �
<br /> � � �� �� r '
<br /> �..-' �._.-;�� `�.- P o ect Number
<br /> e
<br /> �� �. �� �
<br /> 0 2' 4' 8'
<br /> 11515
<br /> HEADER TO OUTSIDE COItNER II All Rights Reserved.
<br /> Scale: ��4�� _ ��-��� All contents within this sheet is
<br /> � DO NOT use sawn the sole property oFCreauve
<br /> Cut only round ho/es CONCEN7RATED LOAD SYMBOLS I Comfort.Reproducaon by any
<br /> and only in the center /umber for rim board R�T ON A g7�EDMLOAD means either in whole or in
<br /> of beam or b/ocking, as it � �
<br /> part requires written permission
<br /> by Creative Comfort.
<br /> CONCENTRATED LOAD � • •
<br /> may sh�ink after � SEE DETAIL"W° �
<br /> insta//ation, Use on/y � Sheer Number
<br /> engineered/u�nber,
<br /> �II � Upper Fl oor Framing Plan Scale: i�4�� A- 7• 1
<br /> �
<br />
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