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<br /> x� I � LB 2 B-.�4 �F [�M 3 6X TJI Floor Framing Notes C� � ;IVE
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<br /> � m � � — �V � _.�m � — ��� '�.�` ,���j `;�.-� I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. ��M �- 1 \l
<br /> �____ ( VERIFY ALL DIMENSIONS AND CONDITION IN THE FIELD. IF ANY 6TUESTIONS
<br /> _ _.�.__ __ _W� �_ � � � �__. � SHOULD ARISE, CALL THE OFFICE BEFORE PROCEEDING OR THE
<br /> � ' >�� RESPONSIBIUTY OF THE DECISION IS ALL YOURS. Precision F� Grace
<br /> N � ,r""��`�i -� � �. REFER TO THE TJI RESIDENTIAL APPI.ICATION GUIDE AND A-I 1.0 SHEET
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<br /> LL %'"" '�" 1 ��� 2508 Audu6on Park Dr SE
<br /> I I ' �� �� �;) SERIES PRIOR TO ANY INSTALLATION OF FRAMING MEMBER OR ANY
<br /> = � ___ F � __ _�__� _ _ __ _ _ _____ � ..�.._ _ _ � ,;� r.;,=' Sammamish. WA 98075
<br /> �� -- �� ✓�, ���� ...._. DRILLING, AND CUTTING AT ANY LOCATION. YOU SHALL BE RESPONSIBLE
<br /> � ��� -�- -- � — _____ ____ ___���� ____ � _�___ ____ � ..�..... ____ ____ --� �`-_ � FOR ANY AND ALL DAMAGES TO ANY OF THE FRAMIN6� TD INCLUDE
<br /> m I� � � ��'� � TOTAL REPLACEMENT COST. THIS APPLIES TO ALL TRADES PERSONNEL.
<br /> � �� � ��� ��� 206-619-3995
<br /> �� � 3. DETAIL CALL OUTS CORRESPOND TO TJI'S DETAIL IN THEIR RESIDENTIAL 2eclectic7@gmail.com
<br /> �� � 50� � � E APPLICATION GUIDE FOR FURTHER INFORMATION. Skype:eclecticseven
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<br /> � � 7' 36' ' �� `"`w-_ A� DETAIL NUMBER
<br /> � �� � :��� �–�--� �___
<br /> I I 16'-I I 5/S" I 6'-0 I I/I 6" 16'-1 I 5/8" �`�-----_________� �-� f-f SHEET NUMBER
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<br /> I/2" GAP BETWEEN TJI'S
<br /> � � �� �
<br /> ��:, .
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<br /> � A � � 4. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION SHALL BE
<br /> SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND FASTENERS MUST BE
<br /> � ` � � � INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
<br /> � � �
<br /> � � � � � ^�� � � � � � ^ ^Y_^� � � � � � � � � ��n�a�� ���� 5. THINK SAFE AND BE SAFE. �
<br /> ��
<br /> � �� 14"TJ1230 AT 19.2"O.C. mm���� �CdTe: T�I�r '�---'' 6. ALL NAILING SHALL BE !N COMPLIANCE WITH THE 2012 I.R.C. TABLE � �
<br /> � � � MF JST-01 602.3(I), NAILING SCHEDULE AND THE 1-LEVEL#TJ-4000 SPECIFIES GUIDE. � �
<br /> � � � 36' � � 7. SEE FLOOR PLANS AND ENGINEER'S REPORT FOR ADDITIONAL FR,4MING "1 � �
<br /> , � 7� �� INFORMATION. � � ro
<br /> r— — — — -�-— � ——— — — — — — —— — — — START FRAMING A� Fi EK T�fi �`�� ����� � •� 4
<br /> � � � � A-1 f.f �� �� ��-�.i�� •�,��y 8. DO NOT OVER DRIVE NAILS OR STAPLES INTO THE FRAMING MEMBERS ►�1
<br /> � r _ _ _ _ _ _ _ W A ��� LAYOLIT HERE � �o, � � �
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<br /> I � f � t OR SHEATHING.
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<br /> StM ~�-__.�._ �
<br /> ;'�' rs �-- � � �
<br /> � � - ABBREVIATIONS.• v�
<br /> � Main Fl oor Framin Plan �:-� v--.____ � �
<br /> � g Scale: I/2 � �v� MICROLAM �v� r�i�orsr
<br /> o ° I � � PSL PARALLAM PSL I I/4"TIMBERSTRAND LSL O � �
<br /> ---- --- _ —__ � 3'- I 7/1 ' E
<br /> _ _ ._- -- --____--- -
<br /> , � � 14'-2" •� k
<br /> � -
<br /> � S tructure � � — ------ � � �
<br /> Floor Desi n Standards � � � ��-- �-� �
<br /> g Le end ��� � �-��`� � � v �
<br /> g ai . �
<br /> !, L I V E L O A D 4 0 P.S.F. (�� TJI MFG NOTES. � �
<br /> DEAD LOAD 15 P.S.F. � � _ _ _ _ _ _ _ _ � _ ,,,, � � ��
<br /> � N
<br /> TOTAL l.OAD 55 P.S.F. r'B�t�2 � r W M SlJ LY c_c� , �
<br /> '3'-'0 '��" �� � � � � - - �- - - - ¢� ' � I � � NAILING RE UIREMENTS
<br /> DEFLE IDN RITE I •
<br /> FULL HEIGHT WALLS �
<br /> CT C R A. Q
<br /> LIVE LOAD PREFERRED DEFLECTION: 3/S"(.375) � � ��� f �¢�
<br /> LIVE LOAD MAXIMUM DEFLECTION: I/2" .50 � � � � � � � ���• � i � � � � �� 42 � � � � __�__� 42 TJI� JOISTS AT BEARINGS: TWO SD 2� " BOX NAILS i EACH SIDE , I� "
<br /> ( ) � � � �_c� � � mm-- \��, — ( / ) ( ) /
<br /> BEARING WALL BELOW 3 -� MINIMUM FROM END.
<br /> LIVE LOAD: L/480 , �� ¢ — � � �
<br /> TOTAL : U�40 I � � I I � I � `
<br /> IQI I I '-6" �
<br /> EXPOSED BEAMS TS/TJI ' � M A �IP LY) m� 1 � �S' BLOCKING PANELS,
<br /> (�� � � RIM JOIST OR RIM BOARD TO BEARING PLATE:
<br /> N O HIS TABLE SHALL NOT BE CHANGED WITHOUT WRITfEN APPROVAL � I I ( � ( I JS/J�� � � T J/� B L O C K/N G P A N E L S O R R/M J O/S T I O D (3") B O X N A I L S A T 6"O.C.
<br /> �,�� -1-- TS � �'�"' , TRUSJO/STR/MBOARD.• TOENAIL WITH IOD (3") BOX NAILS AT 6"O.C.
<br /> FROM CREATIVE COMFORT. ��;f
<br /> TYPICAL HEADfR ��� _ _ _ __ _._�__---. _ � �, OR I 6D (3���) BOX NAILS AT I 2"O.C.
<br /> 2.THE PERSON WHO MAKES ANY UNAPPROVED CHANGES TO THIS �"'`� � i„ � ; � rs g 6 ���" �_��� ��`~-�"-'' SHEAR TR,4NSfER.•CONNECTIONS EQIIIVALENT TO DECKING NAII
<br /> TABLE SHAI.L BE RESPONSIBLE FOR ENTIRE STRUCTURAL TO INCLUDE � rv � � 2:�:� SCHEDl1LE.
<br /> AL�COST OF ALL TYPES. CONTINUOUs HEADER 2 S, T � I 3'_��� L VL
<br /> � � M E
<br /> ; I� �� � TS R�M�BOARD, RIM JOIST OR CLOSIIRE TO TJI�JOIST:
<br /> 14'-I I/2" � p,_1 � //4 W/DTHORLESS.•TWO IOD (3") BOX NAILS, ONE EACH AT TOP AND
<br /> HEADERTOOUTSIDECORNER I TS � �. BOTTOM FLANGE. Project Site:
<br /> � � � ��� �`�� TJ/�/PRO'� /30, �50, /OOC�300CR/MJO/ST TWO I 6D (3y") BOX 45 I S Seahurst Ave.
<br /> F1oor Dead Load Chart o � TS ``�-� NAILS, ONE EACH AT TOP AND BOTTOM FLANGE. Everett, WA
<br /> CONCENTR,4TED LOAD SYMBOLS �
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<br /> Material P.S.F. � � � � - ----- --- ------ -- --.-.. TJ/ /PRD 550�400CR/M10/ST.•TOENAIL JOIST TO RIM JOIST WITH
<br /> CONCENTRATED LOAD -�--- ---- B'-2 3/4" ONE I OD (3") BOX NAIL EACH SIDE OF JOIST TOP FLANGE.
<br /> FLOORING: 3/4"HARDWOOD 4.00 � REST ON A BEAM � _� y ' � � i 11 Building Department:
<br /> . � `� 2X4 MINIMIlM SQUASH BLOCKS: TWO I OD (3 ) BOX NAILS, ONE EACH AT City of Everett
<br /> SHEATHING. 3/4"O.S.B. 2,gp CONCENTRA7ED LOAD � LV � TOP AND BOTTOM FLANGE.
<br /> JOIST: I I I/2"TJI 230 SERIES 2.70 � SEE DE7AIL°W° �4�_� ����� ��� ; � _ �_ r 6 I/ , ; ��� ~�, Building Code:
<br /> R-30 BATT INSLILATION 1.33 � cc ` I.R.C. 2012 �
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<br /> PLUMBING: WATER SUPPLY LINES 1.I 3 ---— - r W A SLIP Y _ � � �
<br /> ELECTRICAL: W►RE SLIPPLY FROM PANEL 0.25 ( r � �
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<br /> rora� i�.3i �i2.00� ���� ___ rs ��� NW NE
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<br /> A3 �----'_`_".�-....,. � sW Sh'
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<br /> GENERAL CONTRACT TO SLIPPLY THIS SHEET TO THE S
<br /> ELECTRICAL, MECHANICAI, PLLIMBING SLIBCONTRACTORS � ��`� 7'
<br /> AND TO ANY THIRD PARTY SUBCONTRACTORS THAT � �;�
<br /> Project Compass
<br /> EFFEC7S ANY ELEMENT OF THE STRIiCTLIRE.
<br /> _�W_,� Des ner. Vern n
<br /> ig • o
<br /> ------ -_____ - ___.- __. ___ 1D;--� �1 ___,_ � .�.._. � ___.._ �,,.�����``.�.-,,,_ � _____ ____. _____ ______ � � ______ �.. ____� _____ � _____ � �`o, f`��"�,= July�9, �015
<br /> ���� _ _ .� _______ __ �
<br /> � ---- ___ _ __—__ __ — _ _ -
<br /> Client:
<br /> �-- Naranjo
<br /> �� 2�-� 2�� January 5, �016
<br /> I 4 TJI Joist Hanger Schedule �
<br /> Drafter: Vernon
<br /> TJI 230 FACE MOUNT ITS2.37/14 � 36' 7' 0 `�. 2� 4' S' June 15, 2016
<br /> TOP FLANGE ITT2.I/14 f ��'�' E ,
<br /> ��
<br /> � � � 50' � �`�` Design lssued
<br /> i TJI(�)230 FACE MOLINT MI114.75/14 � � �,,, _ $cale: (/4" = I' " July 30, �015
<br /> � TOP FLANGE MIT35/14 ''����' � �`e.'
<br /> �;=-- � � -��-����� Bid Release
<br /> _____ ____ _ -- -- - ------ ---- ��� � �� � �� � � ��� Jul y 31, 2015
<br /> 2�b '�...���
<br /> GENERAL NOTES � ���� Construction Issue
<br /> ��,�
<br /> I.ALL POSITIVE CONNECTORS FOR WOOD CONSTRUCTION SHALL BE
<br /> SIMPSON OR EQUAL, Revision - I
<br /> 2.ALL SPEQFIED POSITIVE CONNECTORS MUST BE INS7ALLED PER �� Main Floor Framing Plan Scale: ��4�� Reserve for the Building Department
<br /> MANUFACTURER'S SPECIFICA710NS.
<br /> Project Number
<br /> SIMPSON WOOD CONNECTORS 1 1 5 1 5
<br /> DO NOT use sawn
<br /> Hu Huc irr �us Miu Mir � � /umber for rim board All �ghrs Rese�ed.
<br /> / All contents within this sheet is
<br /> e or b/ocking/ L�S�t rhe sole property oFCreauve
<br /> Comfort.Reproduction by any
<br /> a
<br /> inay shrink after means either in whole or in
<br /> o g insta//ation. VSe �/��y part requires written permission
<br /> � g engineered/umber, by crea��e comf��rt.
<br /> ° Cut holes with care Cut only round ho/es Maintain adequate • • •
<br /> � ° � and in the joist web and only in the center distance from Sheer �vUmber
<br /> o � �r e O , only of beam bearings
<br /> A-5. 1
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