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<br /> Metal Gutter � n- 3 ; �2 � � a 3 : 12 °` � Metal Gutter W
<br /> o/ 1x Cedar Fascia f �I I �- I � I � m —� m ! o/ 1x Cedar Fascia �
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<br /> SHED ROOF: m � � SHED ROOF: � s-3.o 0
<br /> ;' � � Pre-Eng. � � � � Pre-En�. a 2-2x6 Post TYP.-See
<br /> `-- 2-2x6 Post TYP.- See �� � Mono Trusses 24" oc 1� � �
<br /> '�s-3.o Mono Trusses 24 oc � i i Framing Notes '� W
<br /> �,_- Framing Notes i � cp
<br /> , H 1 Typical � � H 1 Typical � �
<br /> HDR6: 6x12Df1 HDR 7: 6x12Df1 HDR9: 4x8Df1 HDR9: 4x8Df1 HDR8: 6x12Df1 i _ _ HDR10_6x12Df1 j � -
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<br /> � IUS1.81/11.88 TYP. _ IUS1.$1/11.88 TYP. � � � �
<br /> MST48 Landing r _ _ _ _ _� � �
<br /> to Beam above �2 i � � � 6ks�, 6ks MST4 Land ng � W
<br /> 6��2 7x11-7/8 PSL 6.�6� _ f2 7x11-7/8 PSL f to Be m abo e �
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<br /> 4 8Hf2 4x8Hf2 IUS1.81/11.88 ° �
<br /> STAIR OPENING US1.81/11.88 STAIR OPENING .
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<br /> cn p� � 11-7/8"TJI „ `�-�4 m
<br /> �� 110 @ 16"OC ' 11-7/8 TJI
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<br /> 110 @ 16"OC � '
<br /> � Landing Jsts: (n
<br /> Landing Jsts: 2x6Hf2 @ 16" oc W ,
<br /> 2x6Hf2 @ 16" oc FB5: 1-3/4x11-7/8 T.S LSL U26 typ �
<br /> U26 typ FBS: 1-3/4x11-7/8 T.S LSL �Z �6 1.55E IUS1.81/11.88 TYP Landing Ledger:
<br /> Landing Ledger: 1.55E IUS1.81/11.88 TYP �.�6`� x h't'? 2x6Hf2 with (2) 1/4"x4-1/2" � � O
<br /> 2x6Hf2 with (2) 1/4"x4-1/2" �, ; � SDS Screws each stud = �
<br /> SDS Screws each stud � HUS412 MJ1: 11-7/8 TJI 360 @ 16 "oc "_ MJ1: 11-7/8 TJI 360 @ 16 oc HUS412 � � Wp� i: � � N
<br /> WP11 ` �` MST48 Landing (n X '� �0
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<br /> � � to Beam above � � Q
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<br /> FJ 2: 11-7/8" TJ1 110 16°OC Edge of � �J 2: 11-7 ° TJI 110 @ 16"OC ` � i M ,�.�"'.,
<br /> �--Edge of floor above floor above o� � � � � .
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<br /> FRAMING NOTES � � �� 6 FB1: 5-114 X 11-7/8" PSL 6ks ' � � � �
<br /> FLOOR FRAMING DESIGN BY TRUSS COMPANY MB10: 4x10Hf2 6 �Z �.. FB1: 5-1/4 X 11-7/8 PSL h�f MB10: 4x10Hf2 �.�
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<br /> ROOF FRAMING DESIGN BY TRUSS COMPANY � �� - - �- �� �
<br /> 6'��O x W MJ2: 11-7/8 TJI 560 @ 16 "oc - ' MJ2: 11-7/8 TJI 560 @ 16 'bc X x6y�2
<br /> 1. The contractor shall verify all notes, dimensions &conditions prior MSTC48B3 � •� � � MSTC48B3
<br /> to construction. � ��;, � '��� 3-1/2 x 11-7/8 PSL � � .�6 3-1/2 x 11-7/8 PSL � �? r� �
<br /> 2. Floor Joists to be 2x10Hf2 @ 16'bc unless noted otherwise (U.N.0). :i 4x4 4x4
<br /> 3.All Headers to be 4x8Hf2, with (2)2x Posts U.N.O l , Hf2
<br /> v r su orts. Provide Fire B{k at all lumbin � 11-71$"TJI Hf2 tru ses en here � i _ _ 1�-7/8"TJI
<br /> 4. Provide Solid Blocking O e pp 9 P 9 - - - - - - -
<br /> penetrations 11-7/8"TJI __ �110 � 16"OC - - - ; - - - - - - - _ _ _ - �10 @ 6 OC �
<br /> _ .N .. " 1 „
<br /> 5. ■ Indicates point load suppo�ted by 2- 2x UNO.
<br /> � 110 @ 16"OC � INSULATE/SOFFI N - - DR 4: x1 Q �i HDR 4 4x10 1 11 7/8" TJ! , '
<br /> 6.All wood in contact with concrete shall be pressure treated wood. , �110 (c� 16 OC �
<br /> 7. Posts shall be 4x4Df2 &4x6Df2 @ beam joints U.N.O 00 ; � X INSULATE/SOFF
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<br /> 7. GLB to be 24F-V4 U.N.O N � �
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<br /> ' �-� ������ SHED ROOF: "' m 00 � � Q
<br /> 8. PSL to be 2.OE U.N.O � __�
<br /> m °x° m
<br /> >� � `t �- � PRE-ENG MONO ' ���, � - g `* �
<br /> 9.All beams shall be supported on each end w/ (2)2x(King /Jack Stud � = 4 ' 4 ` '�
<br /> " 4x10Df1 � � �
<br /> Configuration) , U.N.O. 4x10Df1 MB12: PT4x8 � S'2•j TRUSSES @ 24" oc g,� _ �
<br /> �' �� 4x4 PTHf1 �� i �` ` `'� � '` �
<br /> 10. Check areas where plumbing may cause problems, such as toilet — � 4x4 PTHf1 �' �-�- �
<br /> — — — W/ ECCLR44 To = _ — - - - -
<br /> flanges centered on joists, plumbing walls, etc. Positive connections at ---#�c'r6Hf1 — — -'W/ ECCLR44@ Top @ P� � - ���� rr1
<br /> post to pads, post to beams, etc. W1=W3 W1- W3 v J W
<br /> H1=H2 W
<br /> CB44 @ Bott CB44 @ Bott Z \ >
<br /> PRESSURE TREATED MATERIALS _____—
<br /> --, N � W �
<br /> 1. Fasteners for PT Wood shall be hot dipped zinc coated galv. steel, or �U N I T Ai ~ Q �
<br /> ' Stainless Steel.
<br /> 2. PT materials and an wood shall have moisture barrier installed where --- i U N I T B'�
<br /> y � °C -� �'
<br /> concrete is poured against said wood construction. �
<br /> �--- ---- 0 (1.. � r-I
<br /> 2nd Level Floor Framin Plan � N
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<br /> v I Roof F ra m i n ����°��"�S �� �
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<br /> • �'sioN,�,�� 12/3 0/2018
<br /> NOTE. See 10/S-4 for the beam wall connect�on (TYP.) .
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<br /> SHEET:
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<br /> F�EVIEWED F�R F'���/9��`
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