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<br /> � Pre-Eng. Mono � I � Pre-Eng. Mono � � �
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<br /> �S-3.0 Framing Notes � H 1 T iCal �
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<br /> ' HDR6: 6x12Df1 HDR7: 6x12Df1 HDR9: 4x8Df1 HDR9: 4x8Df1 ' HDR8: 6x12Df1 HDR10: 6x12Df1 �
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<br /> 104 5/8" PRE-CUT STUDS r. � I i � � I I � I r- � �04 5(8" PRE-CUT STUDS� � � _ ._ � .
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<br /> � IUS1.81/11.88 TYP. � IUS1.81/11.88 TYP. MST48 Landing � I a Q �
<br /> MST48 Landing � _ _ _ � � �__ _ _ _� to Beam above � � � � N
<br /> ' to Beam above
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<br /> � OPENING IUS1.81/11.88 \ IUS1.81/11.88 STAIR - � Landing Jsts: �
<br /> � �� RIDGE � �
<br /> _, I, � OPENING �� 2x6Hf2 @ 16" oc
<br /> m ��D� � 11-7/8" TJ I v :..�� .._�,-. �' 11-7/8° TJ I 4�.� m U26 typ
<br /> 110 @ 16°OC � 110 @ 16"OC __ Landing Ledger: •
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<br /> - � s _ _ 2x6Hf2 with �
<br /> Landing Jsts: � _� _ _ �, ', � � SDS/Sc ews each W
<br /> FB5: 1 3/4x11 7/8 T.S. LSL FB5: 1-3/4x11-7/8 T.S. LS � m �
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<br /> Landing Ledger: � p� _ 2 — Q (�
<br /> 2x6Hf2 with (2) 1/4"x4-1/2" � N ' � _ � O
<br /> SDS Screws each stud WP11 HUS412 W I ; HUS412 WP11 X � N
<br /> �
<br /> ,, - ---- - ` �L �-;, � MJ1: 11-7/8 TJI 360 @ 16 "oc �n � � MJ1: 11-7/8 TJI 360 @ 16 "oc '' � � ��
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<br /> MST48 Landing I� � �c�i � , � MST48 Landing W Q �
<br /> ; to Beam above Q
<br /> to Beam above =
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<br /> � : Edge of floor above W ^ floor above , � � � �
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<br /> MB10: 4x10Hf2 ;��.� FB1: 7x11-7/8" PSL 6�6 � v 6�6 ' FB1: 7x11-7/8" PSL ks'�l� l�1B10: 4x10f-i=E� � U �J,J
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<br /> FRAMING NOTES Ze`- , , ;�
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<br /> FLOOR FRAMING DESIGN BYTRUSS COMPANY `�`� �- � ' MJ2: 11-7/8 TJI 560 @ 16 °oc �x8 � MJ2: 11-7i� TJi 560 L �6 "oc � h�2 , �
<br /> € __ MSTC48B3
<br /> ROOF FRAMWG DESIGN BY TRUSS COMPANY � ��� � � w - ��' � " w
<br /> x � � 3-1/2 x11-7/8 PSL ''%`�oy �`��,� 3-1/2 x11-7/8 PSL `� �
<br /> 1. The contractor shall verify all notes, dimensions & conditions prior � 4x4 � � ` f-� �- �
<br /> to construction. e, Hf2 `�`i ����� H,2 �
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<br /> tru ses en here gutter tr sses e d here
<br /> 2. Floor Joists to be 2x10Hf2 @ 16'bc unless noted otherwise (U.N.0). � �11-7/8" TJI _ _ _ _ _ _ _ _ � 11-7/8" TJI
<br /> 11-7/8" TJI - 110 16"OC 11-7/8" TJI �• '
<br /> 3.All Headers to be 4x8Hf2, with (2) 2x Posts U.N.O � „ @ ; � DR 4: x10 H , Full L ngth y,� ��Q HDR 4x10 f1 Full ength „ 110 @ 16 OC
<br /> 4. Provide Solid Blocking Over supports. Provide Fire Blkg at afl plumbing 110 @ 16 OC INSULATE/SOFFIT = � � 110 16 OC
<br /> �
<br /> penetrations � � INSULATE/SOFF � �
<br /> ■ n i in I rt 2- 2x N . 3 c� '~ cv `~
<br /> I d cates o t oad su o ed b U O
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<br /> 5. P PP Y O
<br /> 6.All wood in contact with concrete shall be pressure treated wood. I m � m gutter � m �
<br /> I � d. � �� SHED ROOF: gutter - m � � z
<br /> 7. Posts shall be 4x4Df2 &4x6Df2 @ beam joints U.N.O 5 ` PRE-ENG MONO SHED ROOF: 5 O O
<br /> 7. GLB to be 24F-V4 U.N.O 4x10Df1 „ PRE-ENG MONO �S 2.0 MB12: PT4x8 4x10Df1 _ O � Q
<br /> 8. PSL to be 2.OE U.N.O - MB12: PT4x8 S-2.Oi TRUSSES @ 24 oc = _ _ _ �
<br /> �� (3:12) TRUSSES @ 24 oc -� �
<br /> 9.All beams shall be supported on each end w/ (2) 2x (King /Jack Stud - - — , �3.�2� ' _— — — J �L �
<br /> Configuration) , U.N.O. 4x10Df1 ' 4x4 PTHf1 4x4 PTHf1 4x10Df1 W rr1
<br /> 10. Check areas where plumbing may cause problems, such as toilet W/ ECCLR44@ Top W/ ECCLR44@ Top � � v
<br /> flanges centered on joists, plumbing walls, etc. Positive connections at W1= W3 W�- W3 (j� W z
<br /> post to pads, post to beams, etc. H1=H2
<br /> _ > J H �
<br /> ,-__ _----
<br /> H1-H2
<br /> ', CB44 @ Bott �844 @ Bott N I T B� � � � � ,
<br /> P R E S S U R E T R E A T E D M A T E R I A L S I I U N I T A' �`�----- -- uz, (� Q
<br /> 1. Fasteners for PT Wood shall be hot dipped zinc coated galv. steel, or z � � �
<br /> Stainless Steel. p � \ �L
<br /> 2. PT materials and any wood shall have moisture barrier installed where U N �
<br /> concrete is poured against said wood construction. W
<br /> 2nd LEVEL FL�OR FRAMING PLAN �5 F°��N� �
<br /> �° ���
<br /> �
<br /> w/ 1 st LEVEL ROOF FRAM I NG � � �
<br /> � DATE :
<br /> r
<br /> 1/4,►_ � �_�„ R� 83 .
<br /> NOTE: ROOF FRAMING DESIGN BY TRUSS COMPANY �'�'soN,��R� 12/30/2018
<br /> �
<br /> t 4...€d �' � �{�",�I
<br /> SHEET:
<br /> �o�-� oF ������� A4 .4
<br /> �������1�-� ��� �� ����
<br /> �C :��,��;,.
<br /> 1st �loor
<br />
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