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<br /> TJI Floor Framing Notes � �x Framing Notes C�� ,,IVE
<br /> �-`� `� �- n�
<br /> � I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. �OM l�Y� �
<br /> I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENS►ONS AND CONDITION IN THE FIELD. IF ANY QUESTIONS
<br /> VERIFY ALL DIMENSIONS AND CONDITION IN THE FIELD. IF ANY QUESTIONS
<br /> SHOLILD ARISE, CALL THE OFFICE BEFORE PROCEEDING OR 7HE / —�---�---''� SHOULD ARISE, CALL THE OFFICE BEFORE PROCEEDING OR THE
<br /> RESPONSIBILITY OF THE DECISION IS ALL YDURS. RESPONSIBILITY OF THE DECISION IS ALL YOURS. Precision � Grace
<br /> 2. REFER TO THE TJI RESIDENTIAL APP�ICATION GUIDE AND A-I I.0 SHEET
<br /> 2. REFER TO THE I.R.C. PRIOR TO ANY INSTALLATION OF FR,4MING
<br /> SERIES PRIOR TO ANY INSTALLATION OF FRAMING MEMBER OR ANY MEMBER OR ANY DRILLING, AND CUTTING AT ANY LOCATION. YOUR SHALL 2508 Audubon Park Dr SE
<br /> DRILLING, AND CUTTING AT ANY LOCA710N. YOU SHAIL BE RESPONSIBLE Cut ho/es with care '' BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO ANY OF THE FRAMING, Sammamish, WA 98075
<br /> � FOR ANY AND ALI. DAMAGES TO ANY OF THE FRAMING, TO INCLUDE � � A � �� TO INCLUDE TOTAL REPLACEMENT COST AND DAMAGES. THIS APPLIES TO
<br /> TOTAL REPLACEMENT COST. THIS APPLIES TO ALL TRADES PERSONNEL. and 1►1 fI1 @ JO%St W@b �_J�, f ALL TRADES PERSONAL.
<br /> Only 206-619-3995
<br /> 3. DETAIL CALL OUTS CORRESPOND TO TJI'S DETAIL IN THEIR RESIDENTIAL 3. THE LAST PERSON TO MODIFY ANY MEMBER OF THE STRUCTURE WILL 2eclectic7@gmail.com
<br /> ? BECOME THE RESPONSIBLE PERSON FOR THE ENTIRE STRUCTURE. Skype:eclecticseven
<br /> APPLICATION GUIDE FOR FURTHER INFORMATION. 3�
<br /> � ,��� 4. ALI. FRAMING MEMBERS TO BE INSTALLED SQUARE, PLUMB AND 71GHT
<br /> ''� � �'� ���� �'� ���' ��� ��� II WITH A TOLERANCE OF I/64".
<br /> A3 DETA/L NUMBER ��� --- --- .� �. � _�___ .� _____ � _�__�_ � __W_._ _____ _____ � _____� �---- ��� �,� t;f
<br /> I
<br /> �-� �•� SHEET NUMBER � ��b 5. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION SHALL BE
<br /> � SIMPSON OR E6?UAL, ALL SPECIFIED CONNECTORS AND FASTENERS MUST BE
<br /> �=�? �=�4 ` INSTALLED PER MANUFACTURE'S SPEGFICATIONS.
<br /> 3
<br /> 3
<br /> 13'-10 3/16' S0' 6. ALL NAILING SHALL BE W COMPLIANCE WITH THE 201� I.R.C.. TABLE
<br /> � ,� 603.2 (I), NAILING SCHEDULE
<br /> 7' 36' � �```^�-�.�_ 7.SEE FLOOR PLANS FOR ADDITIONAL FRAMING INFORMATION.
<br /> 4. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION SHALL BE Cut only round ho/es �,�,�
<br /> SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND FASTENERS MUST BE �-
<br /> INSTALLED PER MANUFACTURER'S SPECIFICATIONS. aI7C� 0I1I J/ II7 tI1 @ C@/1 t@I' I 6'-I 1 5/S" 16'-0 I I/I 6" I 6'-I I 5/S" � �""`~--
<br /> -�---_,,� 8. DO NOT OVER DRIVE NAILS OR STAPLES OR SECURE INTO THE FRAMING
<br /> 5. THINK SAFE AND BE SAFE. Of beam MEMBERS OR THE SHEATHING.
<br /> � 9. DO NOT OVER CUT ANY OF THE FRAMING MEMBERS OR THE SHEATHING. �
<br /> .�
<br /> 6. ALL NAILING SHALL BE IN COMPLIANCE WITH THE �012 I.R.C. TABLE 6x OST S RT FRAMING 6x6 DECK POST OVER CUTTING IS MODIFYING THE STRUCTURAL MEMBER. � N
<br /> 602.3(I), NAILIN6 SCHEDULE AND THE i-LEVEL#TJ-4000 SPECIFIES 6LIIDE. LAY LIT HERE 6x6 DECK POST 6x6 POST 16'-6 3/16" 6x6 POS 16'-6 I/8" 6x6 POST � �
<br /> 7. SEE FLOOR PLANS AND ENGINEER'S REPORT FOR ADDITIONAL FRAMING PASSING RLI p � T PASSING THRLI � •�
<br /> � � ro
<br /> 50 PT�x I 2 HF# T 12 O.C. LF DK JST-01 6 4x6 � O
<br /> INFORMATION. DECK POS DE POST \
<br /> DECK ST
<br /> � 8. DO NOT OVER DRIVE NAlLS OR STAPLES INTO THE FRAMING MEMBERS �;�-�, PT 2xI� RIM f�� •�1 � �
<br /> OR SHEATHING. ;�'�� _� W N
<br /> � —1
<br /> � _ _---- -- --- -—__ _ _ \
<br /> � � �
<br /> ABBREVIATIONS: �
<br /> �v� MICROLAM �v� r�i�o►sr Maintain adequate X6 2x Joist Hanger Schedule
<br /> PSL PARALLAM PSL I I/4"TIMBERSTRAND LSL � ; �
<br /> distance from � f � _
<br /> 4 6 DE K ST x6 f �F� � O O
<br /> i� � �
<br /> bearings D K s -� � � f� �XS
<br /> • M
<br /> DECK PO T � -==� FACE MOUNT HL128 � O k
<br /> � �� � ��4z� SINGLE TOP FLANGE HLI�STF � � ry
<br /> �� i '-10 3/16° � �K � � � DBL FACE MOLINT HU�S-2 � �
<br /> �..��_ ,--:
<br /> � �� DECK OST�_` __-�_ ..�w. v
<br /> TJ I M FG NOTES: ��,� __ ____ - --�._ �� 3 � ��.^ :� � �� ___�; .��- - _ �__-� � � TOP FLANGE HL12S-2TF � � c-�n
<br /> � ' " � TS � 14'-311/16" �
<br /> � 3 ���� � I 2x10 FACE MOLINT HU�10 �, �
<br /> NAILING REQUIREMENTS I I SINGLE TOPFLANGE HU�IOTF � O
<br /> 4x '-4" � ; �
<br /> TJI�JOISTS AT BEARINGS: TWO SD (2�") BOX NAILS (I EACH SIDE), I%° DEC OS i � ^ �4x6 DBL FACE MOIiNT Hll�10-2 i �
<br /> MINIMUM FROM END. C WLS ACE � ` ��DEC POST TOP FLANGE H11210-2TF �
<br /> 3 �
<br /> BLOCKING PANELS, RIM JOIST OR RIM BOARD TO BEARING PLATE: DO NOT USe SdWn � � _ I �X�2 FACE MOUNT H11212 j
<br /> TJ/� BLOCK/NGPANELSORR/MJO/ST IOD (3") BOX NAILS AT 6" O.C. 4x6 4x � � @ SING�E TOP FLANGE Hll�12TF �
<br /> TRUSJO/STR/MBOARD.• TOENAIL WITH IOD (3") BOX NAILS AT 6"O.C. /umberfo��im board 13�_�p �/�� DEC POS �xl� �. � 7 i
<br /> OR I 6D (3�") BOX NAILS AT 12"O.C. or b/ocking, as it DE POS � � R�M �� -�W � � DBL FACE MOIINT H11212-2 �
<br /> SHEAR TRANSFfR.•CONNECTIONS EQl11VALENT TO DECKING NAIL may shrink after 42' � � � �'� � � � _ _42' TOP FLANGE H1121�-�TF
<br /> ' SCHEDl1LE.
<br /> � insta//ation, Use on/y 6,_6 i�2,� �#�� �� , �� �7�m�
<br /> sXs Posr ---_____--- -- - .
<br /> ' 6x6 POS
<br /> RIM BOARD, RIM JOIST OR CLOSl1RE TO TJI�JOIST: E'n9�neered/Vmber, PA ING THRU 4x6 � °�
<br /> /3/4"W/DTHORLESS.•TWO I OD (3") BOX NAILS, ONE EACH AT TOP AND DE K P ST � 4x6 SSING HRU 28� GENERAL NOTES
<br /> BOTTOM FLANGE. �B� DECK jP�ST � �
<br /> �-=�-�- - Project Site:
<br /> T✓/�/PRO"" /30, �50, /OOC�300CR/MJO/ST TWO 16D 3� " BOX `�� � d � � I. CHANGES TO THIS SCHEDULE REQU►RES WRITfEN
<br /> ( / ) �� _ - _� _._.��. ___ ____� �.__ �__-�-3�_4 ` — ----.._ ' 45 I 8 Seahurst Ave.
<br /> NAILS, ONE EACH AT TOP AND BOTTOM FLANGE. ���' , „ �� �----� � APPROVAL FROM CREATIVE COMFORT BEFORE
<br /> TJ/�/PRO�'S50�400CR/MJO/ST TOENAIL JOIST TO RIM JOIST WITH 3-4 5/8 �� � INSTALLING. Everett, WA
<br /> �" �<.�.:�
<br /> ONE I OD (3") BOX NAIL EACH SIDE OF JOIST TOP FLANGE. �S, 3 `� z. nu PosinvE CONNECTORS FOR WOOD
<br /> �``�� ` � CONSTRUCTION SHALL BE SIMPSON OR EQUAL, Buiiding Department:
<br /> 2X4 MINIMUM SQIiASH BLOCKS: TWO I OD (3") BOX NAILS, ONE EACH AT � j � City of Everett
<br /> TOP AND BOTTOM FLANGE. 3. ALL SPECIFIED POSITIVE CONNECTORS ML1ST BE
<br /> 36' �30 TJI AT I 9.2 O.C. LF JST-01 � � „ INSTALLED PER MANUFACTURER�S SPEGF►CATIONS. Building Code:
<br /> � :2=t� � I.R.C. 2012
<br /> _-___ -- �---- � �
<br /> SLAB � � � �'
<br /> START FRAMIN6 I �
<br /> � LAYOIlT HERE �N "'W NE
<br /> , ,
<br /> GRADE
<br /> 14-I I/2 ��� j�� `�, � W E
<br /> � � � S�r SB
<br /> E x
<br /> 1 - I I/16" 14'-3�Y I/16" � S
<br /> StrUCtUYe ;;��=�` � � ; ��� ��`��, ,��..w„�� � Project Compass
<br /> � � _ � '��.� �
<br /> � ___ _ , _�. � _ _ _ _ �.� �� � 4x6
<br /> � Legend �``;��� `,�..�.;i' Designer: Vemon �
<br /> ° DECK POST �uly 29, 2015
<br /> _--.� ;
<br /> � m � � �
<br /> FULL HEIGHT WALLS ' ��� 7' PASS �G THRU Gient:
<br /> 4x6 6 Naranjo
<br /> ``` ��.� DE PO C POST January 5, 2016
<br /> i r . r. i . � � � �
<br /> BEARING WALL BELOW � Drafter: Ver-non
<br /> + "�`'� � ____ ----- _._ ..._.: -- --__ ____ _._.__.�. .._._____ _._.___� ._.. _.._.._ ...._�``` ~e``�,� ,� June I 5, 1016
<br /> ;�,.--�.
<br /> — — ____. ____ .� .�. �. .� __ _ ._.___ �___e ____ _�.__ ______. ....._....__ _ .� ____
<br /> f
<br /> EXPOSED BEAMS �� � � � � ��
<br /> Design Issued
<br /> � TYPICALHEADER 15� ?�� PT�x12 RIM July 30, �015
<br /> 16'-1 I /8" I 6'-0 1 I/I 6" I 6'-I I 5/ Bid Release
<br /> CONTINUOUS HEADER 36 7' '"""` . JU�y 3�, ���5
<br /> ��� �2� Deck View: Structural � Framing Construction Issue
<br /> � �_.
<br /> j 50' �
<br /> HEADER TO OUTSIDE CORNER � __��_
<br /> ��_1� � � �` Revision - I
<br /> �,.�. �,.-�..� ,�.---�
<br /> corvcErvrr�nrEo�oAo svnneo�s �� ,�_���� � � ��� >'�� �� �� Reserve for the Building Department
<br /> CONCEN7RA7ED LOAD ��'`� �j$ `�-`� ``�--•� � �'�—�-°`�
<br /> � RESTON A BEAM ""` � Project Number
<br /> � CONCENTR,47ED LOAD `��� ��� � ��--- 1 1 5 1 5
<br /> � SEE DETAIL"W"
<br /> �..
<br /> ``�, All Rights Reserved.
<br /> ��`� All contents within this sheet is
<br /> 0 Z' 4' ,`�, $' the sole property of Creative
<br /> :� Comfort.Reproduction by any
<br /> means either in whole or in
<br /> �_�_ pan requires wntten permission
<br /> Seale: I/4�� _ ��-��� by Creative Comfart.
<br /> • • •
<br /> Sheet Number
<br /> �
<br /> � Lower Floor Framing Plan: Structural � Framing Scale: l/4�� A-3. 1
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