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.._--_ ___. . .._ _ ■�li._ _. _._ ____ en un� 1:- --.._._. , ..____. .__ ... .. . ._. . _..__. . _ .. .. .. . _. _ . . . , . ... ... .. . . . ._ , . . _. ____. ._ . - .._. .. .. - -�---- � -- ---- - - - ' .. . . . . . _. . . . .
<br /> 24" dia. x 53"
<br /> Conc filled hole �24" dia. x 53°
<br /> Conc filled ho4e
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<br /> TYP 2 �� (Y
<br /> � 2 TYP ----- ___ __ -_-I v
<br /> ; ---}_.____ ______ S-2.0% �
<br /> �S-2.0, ___..
<br /> �- S.O.G.! 'S.O.G. - w
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<br /> 0 36, ------ b, 36, o � �
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<br /> ��� 10' 9'-6" 1'-5" 3'-2" 1'-5" 9'-b° 1 D' Q .
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<br /> _ � _ � � � _ _ � �S-3.0� - w .
<br /> O�' O�' O�' O�' p`�' O�' O�' � `� O�' O�' ' 4�' 'O�' � tY
<br /> � - - - - � �- - - -� - - - - - - - � � � � � � �° - - - - �' �° � _ � � �
<br /> - - - - - - - - - - - - - - - - - ��-.- - - - - - - - - - - - - - - - - - - - - - - - - W
<br /> _ _ � �
<br /> FOUNDATIONNOTES I r- - - - - - - _ _ - - - -�- - - - � I _ fs.o.G. I - - - _ _ - - - - - - - - - - - - - - - - - - - - - ��'�- - - -� I w
<br /> - - - - - - - - - - - - - - - - - - - � - - -
<br /> 1. The contractor shall verify all notes, dimensions & conditions prior � � ' 36 � � m � � 36 'I � � �
<br /> to construction. � � I j � � - - -� � � � � Q
<br /> 2.All footings to rest on undisturbed soil. I I i I _ _ _ I I I W
<br /> 3.All wood in contact with concrete shall be pressure treated wood. C W L S P A C E r m
<br /> 4. 1500 sf assumed bearin ca acit . _ � I I � I I I � I Co R n t�.W s s P 6 M E I B lac k P las tic � I �
<br /> 5. See heetA4.2 for Holdown t�y pe & location � I I a Ii C o n t. C l a s s 1-6-M i l B l a c k P l a s t i c I I I I �i I � � �
<br /> -' g = 'IVB wali to wall with 12" lap @ ;VB wall to wall with 12" lap @ g � z �
<br /> 6. See S2.0 for Footing Schdeule � �---- --- = co
<br /> � '�,S-3.0 � � � �' �all seams I � ��� � � � � i + = � '- �� �
<br /> -� �
<br /> --- I I � U�3 L-- - - � � � � _ �,all seams I ;-_ , � �
<br /> � � - N � � I I � I I � TYP. 4x4 Hf2 POST S 1.0 � I I z
<br /> FRAMING NOTES � 0 2 TYP. 4x4 Hf2 POST
<br /> � � � � ( 48" oc, u.n.o. �
<br /> � � � -' �,S-1.0 4 8" o c, u.n.o. � � � � � � �
<br /> FLOOR FRAMING DESIGN BY TRUSS COMPANY I I � °o w/ACE & PB I I - W � I I � I I W � O
<br /> �.., w/ACE & PB o
<br /> ROOF FRAMING DESIGN BY TRUSS COMPANY �- LL , 1610 � (� � 1610 cr,
<br /> I I � „`� I UBI 4x10Hf#2 , ( � it� Q � � � UBI 4x10Hf#2 `-�� � � w � _ �,
<br /> 1. The contractor shall verify all notes, dimensions & conditions prior - ��_ �' - �- - �' - --� - �"" "' �'� � � O U � � � - -'�'- '"' - "�- - -'�� - �'- -' ,�� � Z Q 'C�5 �
<br /> to construction. ' I I � �', � I H = � � I'i o � � � Q � j � �
<br /> 2. Floor Joists to be 2x10Hf2 @ 16 oc unless noted otherwise (U.N.4). ! � � - �d'
<br /> 3.All Beams and Headers to be 4x8Hf2, with (2)2x Posts U.N.O ( ( N II� ��' � � � � � �-�� � � � ~ � LLj �c.fl
<br /> 4. Provide Solid Blocking Over supports. Provide Fire Blkg at all plumbing ( �
<br /> _ � I I U� , -� I I _ � c� J c � �
<br /> - - - - - - - - - - - � � ' �, ` .
<br /> penetrations � /^ '-- -- - - - - - - - - - - - - - - I - - � I ' � - - - -�- - - �' 4 ( � m m W f` J �00
<br /> 6.Allwo�odincontactw�hconceteshallbe �resOsuretreatedwood. I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - � r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4� ' ,S3.0 ' - -' p �
<br /> m � � � � c� t.C)
<br /> P � PP Y �,S-3.0,' �./ � � � �� \ 6' � �� � _ � C!� p (� N N
<br /> 7. Posts shall be 4x4Df2 &4x6Df2 @ beam joints U.N.O � � � � -� � ���� � � � ' � �I, � . � � � C ° � r- � � > W N � � �
<br /> m �sX2a o� / � \ � o �ax2a m O � �
<br /> 7. GLB to be 24F-V4 U.N.O � � � �ccEs� 1818 � � � - ''- - ' � � � '� 18 8 LACCEs�� � �- � � �
<br /> 8. PSL to be 2.OE U.N.O � c•, �- a ('� Q �
<br /> 9.All beams shall be supported on each end w/ (2) 2x (King /Jack Stud N � � � � � - ,- - � � _ � � 'ry � (n �
<br /> Configuration) , U.N.O. � � � � � � � � I, t � � � � � � : � � z (�,J
<br /> 10. Check areas where plumbing may cause problems, such as toilet _ ' c� _ '"''
<br /> flanges centered on joists, plumbing walls, etc. Positive connections at � � 6� � � � � � � � � � � � � � � �
<br /> Q
<br /> post to pads, post to beams, etc. � � m � � � � --- ---� � -- -S_2 �,; � � J m I I � a
<br /> I I ;�; I I I I I I I ._ I I �;, I I 3� .
<br /> PRESSURE TREATED MATERIALS I I 1610 � � I I ( � I I I I 16�o I `
<br /> PP 9 B14 10Hf#2 � ,GARAGE------ _,, --- � � � � � � � GARAGE I� � �- - --� x10Hf#2 �__�--�- -
<br /> 1. Fasteners for PT Wood shall be hot di ed zinc coated alv. steel, or � -� -�- - �
<br /> StBinless Steel. 4 Concrete SOG o/6mil.VB o/4 gran. fill W � � _
<br /> � 4 � � ( � � i � � � � _ � � � 4" Concrete SOG o/6mil. VB o/4' gran. fill , � � � � (n
<br /> Slo e door toward the vehicle door for ro er C�
<br /> concrete isrpou eddagai st said wao d const�ct on.barrier installed where ��- I I3-6 2 -8 1/4 3-11 3/ 3 -6 3 -b � � drap age. p p � � ( � -U�.'� � o � � � drap a9eor toward the vet,ic�e door tor proper , � �3 -6 3-6 3 11 3/4 2 -8 1/4 3 -6 � � S 2.0 � - W
<br /> v . ,s-2.o . „ , „ , „ . „ , �, Q , „ , �� , �, , „ , �, �
<br /> Slab flush with t.o. house subflr cV cV I � �
<br /> 3� �- � ( � � � O U � � Slab flush with t.o. house subflr �
<br /> � � � � � � ( � f� �t � � - - ---- - � � � � � O � M
<br /> �
<br /> CRAWLSPACE � I I I I I I ( I � � _ � tn �
<br /> Under Floor Ventilat�on p - -J I o� � _ I I I I � (�I �� �°� I L I � � .� �
<br /> reta der.ed earth is covered with a continuous Class I va or � _ _ J 1610 1` _ _ _ �J � � � �
<br /> r f - - - - - -
<br /> 1610 � _ _ � -
<br /> Joints of the vapor retarder shall overlap by 6" and shall be � I BI 4x10Hf#�2 _ _� I � � � � � � � � � ( � � � UBI 4x10H�#2 � � � _ � � Q
<br /> sealed or taped. The edges of the vapor retarder shall extend �- - - � � �36 ( � � �42 � � �42 36� � r - - -, I �' � � � ,
<br /> at least 6" u the stem wall and shall be attached and sealed � ..
<br /> p I I , „ , „ , „ , „ � I ;" ' `rt I-` �O � � �` � -� �O�o �i fi � I I I I � �- .�
<br /> to the stem wa��. 3 -q 3 -3 3 -3 3- �� , � o �� ; � �.o�,, 0 � .+�
<br /> , �`s' � �
<br /> 2. Foundation Ventilation shall be 1/150sf of under floor area � I � � � o°;;6 "�s � � - - -� � ��03-6 '�yso ( � - ' � � ( � � � � d" �
<br /> , . . � � _ i� � 5�, �.�' C011t. Ftg 8t CIOOfS ���'.O I I I �' I �.r?�5�.��� ���'A�� � � � ��S-Z.O ' " � u i u � n � �y1 Q O L
<br /> and shall be vented b o enm s m enmeter wall. One Vent � � P � - - - - - - - �'�o _ .� o � 3 -3 3 -3 3 -3 3 -9 �i�
<br /> Y P 9 P � � � ( � � � - . / � � ���� 3 � _ � C'7 N
<br /> shall be located 3-ft. max. to corners and arranged to provide - � ��, � , m � �� ��P_ _ _ Cont. Ftg,at doors �� o J �� -
<br /> � I I I I I Q��- - - - - i - - ,s g e - - - - - - - - - - - - - - - �: I I I I � � � >
<br /> cross ventilation on at least two sides. �' _ i '- ,��� Thicken edge of slab i �`- 1`�� Thicken edge of slab �'' - � W
<br /> Openingsshalibecoveredwithcorrosionresistantwiremesh �I � � � � � �S.OGJ - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - � � ( � ( V
<br /> 1/4" openings. `_� � � � � � �-- �p`� �Q� 1608 �Q`� 4� �p`� I 'S'�� 1608 ,�,0`� y4�, � � � 6'-b�� � �
<br /> 3. Vents shall not be obstructed by Insulation. I 13�-6�� �
<br /> WSEC402.2.7 Permanent Baffle maybe installed at 30 degrees � � /� ^ S.O.G.' � � _
<br /> -
<br /> from horiz. to divert air flow below the surface of insulation. j � � � ��-- - _ � � _ _____j'_3� � I F� I �
<br /> WSEC 402.2.8 I I I 2 ' 1608 TYP. FV � ( �S�/ �S-2A � � I � �_ TYP I �_ � �
<br /> � � � � . C -� . , � � �
<br /> - - - - - rt- I
<br /> / 7 7 � � � - - -- �
<br /> � � �� •
<br /> ----__
<br /> � � � - - - - 2x2 1'-7 1/2" 16'-3" �� s-3,o/ �'-1 1/2" 1'-7 1/2" ���s� 16'-3" 1'-7 1/2" 2x2 � - - - -� - y�
<br /> ti
<br /> �,O - - - - - - -t-r O�, o o - - - - - - �'
<br /> b'-b° T � 6' 1 q'-6" 6' 19'-6" 6' � 13'-6" z
<br /> 84' � Ur
<br /> �, _ /'� a- -
<br /> ------- -------- ' 3 \ 3"x3"x1/4" thick Hot Dipped Galv. � 3 � G
<br /> - :_ _._____
<br /> �-3.0 Plate Washers,and nuts to tightened S 3 0,' � �
<br /> '�U N I T /"�! lon each bolt to the plate , O �
<br /> ��
<br /> - , U N I T B'�
<br /> � �
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<br /> Q � .
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<br /> 'iUNITA LEGEND: � '�
<br /> Ventilation Calculations '� - „ . IUNIT B � Z �
<br /> 48� 5/8 Dia.Anchor Bolt Spacing (IN.) iV2tltllatlOC1 CBICUIatIOtlS z � �
<br /> i984sf divided by 150 equals 6.6 sf Req'd. r == � ;984sf divided by 150 equals 6.6 sf Req'd. , � O
<br /> �,Min. number of 14°w. x 9" ht. Vents= .99ea. � � � 8 Conc. Stem Wall on 16x8 FTG
<br /> ;Min. number of 14"w. x 9" ht. Vents= .99ea. F-
<br /> I,.99 x 75% equals .74 NETAREA EACH VENT L - - J o w �-�-
<br /> '�,6.6sf divided by .74 = 9 required � 0 2x Shear Wall ;.99 x 75/o equals .74 NET AREA EACH VENT' W
<br /> ';6.6sf divided by .74 = 9 required =
<br /> __ Shear Wall Type `- J �
<br /> HD1 = Simpson STHD10RJ COVI� �
<br /> HD2_ Simpson LSTHD8RJ �1�oF W,�S�,��c� DATE : .
<br /> HD3- Simpson LSTHD8 v� � �
<br /> y = Z 12/30/2018
<br /> � ,
<br /> ��l 38 �C�
<br /> s��NAL�'
<br /> FOU N DATI ON PLAN �
<br /> 1/4"= 1 '-0 ��3 � � �i�i�
<br /> Note: �
<br /> 1 . SEE S-2.0 SHEET FOR FOOTING SCHEDULE SHEET: �
<br /> 2. SEE A4.2 FOR HOLDOWN TYPE & LOCATION C�-�� pF E���E�-�-
<br /> REV9EVVED F�� PERlVII� A� . �
<br /> �oundation
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