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<br /> fi ' Framin Notes ���
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<br /> I — --- - - 1 . All manufactured trusses shall be designed for loads
<br /> i - - - - _ - prescribed in the general notes. Truss shop drawings shall ��` '� � � �
<br /> I - - be submitted with construction documents for permit. ���� �� �������j�"� �
<br /> � � — Submittals shall bear engr. seal registered in this state and
<br />. � EXISTING I - be available on site for inspection.
<br /> NON-PERMITTED � - '
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<br /> � � �� � ADDITION � � � 2. Connect all trusses and rafters to walls or beams with � ��' � � '' �� �
<br /> �
<br /> , ,,
<br /> � ��
<br /> � � �
<br /> � � � _ �_�_� "Simpson" H1 ties, �both ends U.N.O. ��' � �� � � ���
<br /> _,� _ _ 3. All beams connected to posts with Simpson PC, CC or as
<br /> � � � � � � � CTS
<br /> ` noted.
<br /> <
<br /> ,, ( 21620 84th Ave. S.
<br /> I I I I I I I I I I I I I I I I I Ste. 200
<br /> . ` 4. Final roof truss design to be submitted to engineer of record
<br /> _ __ ,� � 1 prior to construction. Kent, WA 98032 .
<br /> � (253) 468-7696
<br /> i I � � � _ _ _ = 5. The truss manufacturer shall provide the drawings for
<br /> F www.ihbarchitects.com
<br /> � � � � � 12" J1 21 I I I I I f I _ metal-plate-connected wood trusses.
<br /> � - �� I I @ I�2, p l C I I I � �
<br /> ► _ z ❑ � 6. TJI floor joist manuf. shall provide all TJI joist connections Tne a�aW�ngs �a p��s Set tortn on
<br /> � I � _I ' ' � ', � where applicable tr,�s set as �pstrUment of 5er���e �e,
<br /> I ; 3 and shall remain,the property of IHB
<br /> I -- _ ,( -� I I z ,I STH 10RJ
<br /> Architects. Use of this drawing is
<br /> ,�� � � � � 2 PLCS) 7. HEADERS: U.N.O. on plans assume 6x8 DF#2 at 2x6 walls l�mitea to a SPe�lfea project for
<br /> I � �� -- - �- � � � / I I I '� I I I I I I I I I I I I�I- and 4x10 DF#2 at Zx4 walls pe=SonS named hereon. An�d for y
<br /> r � ( � I I I �� � �-( use S orctre se f of n s d 1 drawingAn$
<br /> 1 - � Q � s tric t ly p r o h i b i t e d w i t h o u t w r i tt e n
<br /> - - - -- - I I ��, I_I 8. Verify all existing dimensions prior to construction.
<br /> r_ I I� � � ..� � (,I permission of IHB Architects
<br />� I I EXISTING � 1 � �� � �� o
<br /> I I I I _ - - - -- 5 �2 x9/z PSL-- - -- - - — �
<br /> -- - - - - - - - ' -' _� _ � � ��.�F.�, � � ,-�� _�_ � � � � 3 �
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<br /> - - � _ _ _ _ �� 3%" x 9 %2�� 3 %" X 9 i2„ ❑ ❑ Framing Legend o
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<br /> � � --� I I DBL EA C�Nf�EC j �
<br /> �
<br /> I I �E� I I � I I I TOGETHER w/2 ROWS ! .■ � �. � � � � HEADER (BELOW FLOOR / ROOF LEVEL) W �
<br /> � I I �vvH� I I ? � °,;� I I �� ,� o
<br /> �I = _ - � j � �--I ----1 ° ', I I I I I I I I 6 SDS SCREWS 12 O�C. � � � � — Q z
<br /> �$ I I � ��' ' ^ J I I = -- BEAM (AT FLOOR / ROOF LEVEL) �
<br /> � ° � � � 9 /2 J I 10 � , O a
<br /> � �� I I OI , ,,--� I I , -- - .
<br /> � I I X ---, ,- � � � � � � 16� �� � � � I II � 6'SDS SCREWS WALL BELOW FLOOR �
<br /> I I � , � I I ��
<br />� j � � � � ,' ; � �I I I I I I I I I I I ; @ 12 O.C. � � POINT LOAD (U.N.O. ASSUME 4X4 POST) WN
<br /> , � � � � � L.L.. f- O
<br /> � � � I II N
<br /> � '� � � � � I I I �, -I I- SIMPSON HANGER BY JOIST / TRUSS W pp
<br /> MANUF. U.N.O. � �
<br /> � �. _—_--��� ! - - - _, i - - - - -- - - I I I 3 � ^
<br /> . � -� _ � I I I I I I I t I II
<br /> ���� _ -- - - � - _ _ � _ _ z � Q
<br /> � STRAP WINDOW FLOOR JOIST
<br /> TYP. O W ..
<br /> CORNERS
<br /> SEE DETAI� 3 PRE-ENGINEERED TRUSSES � Z � .
<br /> 2nd Floor Framin Plan — °- W �
<br />� g O V E R B U I L D F R A M I N G - R I D G E B O A R D & Q �y �
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<br /> �����. 1 / N W
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<br /> R1M JOIST SEE A7.1 & A7.2 FOR 1
<br /> RIM JOIST DECK DETAILS T
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<br /> — — — — � � Coymments 020162
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<br /> _ _ ' — — � � {R�*ti`',�c��'W.15���tf,.�'�.� job No: -
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<br /> _ — — — r ��� ��; �, ��v�� ��,�� date: September 27, 2017
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<br /> _ � �:��'h'� =�.�:��..as� drawn by: AP
<br /> � � ���� y�b7���f'� ' reviewed b I B
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<br /> 12'-9�4" 12'-9�4" N. 09/22/2C?17 .
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<br /> � st Floor Framing Plan
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