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<br /> 24" dia. x 36° »
<br /> Conc filied hole 24" dia. x 36"
<br /> Conc filled hole
<br /> ^ �
<br /> � TYP � �
<br /> / 2 �TYP -------- -----�- 2
<br /> �S-2.� -- - .��, ��S-2 0 ; _ .
<br /> �� �
<br /> �
<br /> S.O.G.� - �S.O.G.> pL
<br /> � 35'-1 D" 36'-2" o w .
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<br /> 10' 10' ,-�
<br /> 8 W � �
<br /> ��S-3.0 S 3.� � p
<br /> �°� �°� ' �°� �°� r' ���� �°� ��� � o � �°� `T�� ��� �°� ~ �
<br /> - -- - - - - - - -�- - -- - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - -,- - - - - - - .
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<br /> . , . . . � . . ., . . . . , . .. . . � - . '� . . . � . . - . . .
<br /> . .. .. . , �, ... . � . . , . . .. . . . . . - . .. .
<br /> � , . . , , .. , � . . . . , . . _ . . . . . - . - . . . .. � .
<br /> . ,. . , . . . � . .. '-. � _ . . ,. . ., . . . . .. � .
<br /> . . . . �,.,. ' .• . . _ . - ,. . - . ' _ .. .. .
<br /> � �- -- . - + - - - - -.- - - - - - - - - - - - - - - -�- - -� r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - -�
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<br /> FOUNDATION NOTES - - - - - � � } �
<br /> 1. The contractor shall verify all notes, dimensions & conditions prior � � '�� �- "- - '} ( � �" - 3� � � � W t
<br /> to construction. � _ j � 36 � � � � � ' � � SY ,
<br /> W
<br /> 2.All footings to rest on undisturbed soil. � � I I I � � �
<br /> 3.All wood in contact with concrete shall be pressure treated wood. � - �-- --� Q
<br /> �CRAWLSPACE �
<br /> 4. 1500psf assumed bearing capacity. _ � � � I j � � CRAWLSPACE ; � � •
<br /> _� S 3.0,- ° IVBnwalCllto wal wlith B2" lap laG�stic � VB wall to wall with 12" lap @ ' I - � � �
<br /> I I _ W
<br /> m
<br /> 6. See S2 0 fo�FoofinH S�Chdeule e & location � + I ( � Iall seams I on . ass - - i ac as ic , _ I � , 8 1 � �
<br /> Yp - --- -
<br /> 9 co
<br /> � - - -----� ,all seams ,,S-3.0; �
<br /> � , � @� _ � � _ ---- - -_ _------ � � � �
<br /> � �� " � - � %--" � � � � � � TYP. 4x4 Hf2 POST iy � �� � � Z
<br /> FLOOR FRAMINGO ES GN BY TRUSS COMPANY ( I o � �0�-- - ---...-- 48 ocXu.n.o2 POST I . I � 48" oc, u.n.o. � S 3 0�---------- � I I
<br /> I I � o,' w/ACE & PB I ( W � w/ACE & PB o � �
<br /> ROOF FRAMING DEStGN BY TRUSS COMPANY � � 1610 (,� � 1610 � � z �
<br /> 1. The contractor sh II veri It notes imensions S� conditions rior I _ I � , „y _ _= UBI 4x10Hf#2 _ _ � � Q _ UBI 4x10Hf#2 _ _; _ � � � � � �
<br /> a �a , d p o, �. -� --�- - - --�-- - -�- -� �- � � - -�- -- - �-- - -� -- �
<br /> to construction. �! -' O � N O
<br /> � d- t- : � W o0 U
<br /> 2. Floor Joists to be 2x10Hf2 @ 16'bc unless noted otherwise {U.N.0). f I N 'I � ( I � � ° I ( Q z � - ti
<br /> 3.All Beams and Headers to be 4x8Hf2, with (2)2x Posts U.N.O � � �; 1 T-2° ( � 1'1�-6�� � � ` ( J Q � d� �
<br /> penetrations ' - - - - - - - - -' � ( I Q � � � �
<br /> 4. Provide Solid Blocking Over supports. Provide Fire Blkg a#all plumbmg � � - - - i- - J L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � I ( � ^ �� ,
<br /> J
<br /> 5. ■ ►ndicates point load supported by 2- 2x UNO. � I / � ' � Z � W ��
<br /> - - - - - - - - - - - - - - - - - - - N
<br /> 6.All wood in contact with concrete shall be pressure treated wood. _ f � - - � - - - - - ° b � � _ >- C� -1 �
<br /> 7. Posts shall be 4x40f2 &4x6Df2 @ beam joints U.N.O � � � i- -, � � `� � � ti4� -�� � o r- -� �' m W I�. J ��
<br /> 7. GLB to be 24F-V4 U.N.O r �, W - t` � � �
<br /> ct� 18x24 /
<br /> � I O 1$x24 m p �
<br /> 8. PSL to be 2.OE U.N.O � � � �ccEs� 1818 1 � � � � �- 18 $ �ccEs�� � � p � O � � N
<br /> N W N � �t'
<br /> 9.All beams shall be supported on each end w/(2)2x {King/Jack Stud �y � � � � m ( � � o ( ° � iy > }' d- �
<br /> Configuration) , U.N.O. �" � � � � � ( f-----12" Conc. Walt � � X � � �' � � � � �
<br /> 10. Check areas where plumbing may cause problems, such as toilet _ wl#4 @ 18 oc EW c„ _ a Ur �
<br /> I � I " I I I I I � � � � �v �, �
<br /> flanges centered on joists, plumbing walls, etc. Positive connections at � 6 � o Each Face �; � �
<br /> pos t to pa ds, pos t to beams, e tc. � � � m � � o � - � � � i m � � � z W
<br /> � � � � � � � � � � � � � '
<br /> PRESSURE TREATED MATERIALS I I 1610 I - I _ I I I 1 1610 ' l I �
<br /> ---- -- -----
<br /> BI4x10Hf# . GARAGE---- --- _ ----, � � r- - � �_ UBI4x1 Hf#2 � ,
<br /> 1. Fasteners for PT Wood shall be hot dipped zinc coated galv. steel, or - - - � � GARAGE -� - -�--- - ---�-
<br /> Stainless Steel. ( I I I 4"Concrete SOG o/6mil. VB ol 4"gran.fill � I 4"Concrete SOG o/6mil.VB o/4"gran.fill ; � � � � �
<br /> • �I { ( � �� � �� � t� � �� � ��I . ( Slab f!u h woh t o. house subfldoor for proper i � I ( � draina e. ' I � ' " ' " ( ' " ' " ' ", I =
<br /> 2. PT materials and any wood shall have moisture barrier installed where Slope door toward the vehicle door for proper i
<br /> concrete is poured against said wood construction. �' 3-b 2-8 1/4 3-11 /4 3-6 3 -6 I L 9 J 3-7 3 -6 3-11 3/4 2-8 1/4 3-5 3' �
<br /> �- � , ___ ___ _ � � � Slab flush with t.o. house subflr ! � �- (f�
<br /> �i 3, � � � � � J I � � � � 11J y .
<br /> CRAWLSPACE I I I I I I I I I I 4 � - �
<br /> Under Floor Ventilation - -� � � ( _1 � I I�,o`� o� ► �- -- -�-, � 0
<br /> , O oo c� .
<br /> 1. Exposed earth is covered with a continuous Class I vapor p j = �
<br /> retarder. I r
<br /> J 1610 � - - - r� � � � - - - - - � 1610 � - - I � � N
<br /> Joints of the vapor retarder shall overlap by 6" and shatl be � I � UBI 4x10Hf#2 � . , � � ( � � � � � � ,UBI 4x10Hf#2 � , � (n � 'i, � '
<br /> sealed or taped. The edges of the vapor retarder shall extend � �--- - - - -i � '36 � � � : � ( ' � . r - -� ' � � N �
<br /> at least 6" up the stem wall and shall be attached and sealed � p �. 42 �.�� 36L J W - _
<br /> I I � �� � � �� I ��.�. I -+ �� I--�' . �o L-I � .L� � �o ,.o I I � I .� 4, ; 4�_6�� I � I � j Q
<br /> to the stem wall. 4 -6 4 4 -6 ,�s .o . 4 -b �. �
<br /> . � � � o� �" �9s°c � � '�so � ` � - � '�-- �-- _ � t6
<br /> 2. Foundation Ventilation shall be 1/150sf of under floor area � � a �. � s�� � � �
<br /> an d s ha l l be ven te d by openings in perime ter wa l l. One Ven t � � � �> � � o����' ��A �o ( � F.���o � � � � ( � � W
<br /> p 5 S�C� C o n t F t g a t d o o r s F� � Con t. F t a t doo r s F o -*-+
<br /> shall be located 3-ft. max. to corners and arranged to provide - ��.,- p.. _ _ _ _ _. _ _ - - - - _ � - 8, � - _ _ - -. - - - _9=- _ _ _ _ _ _ _ _� � � I I I I I � � ,{..,
<br /> cross ventilation on at least two sides. � � ` , � ` � � o Q�� s',. �'�,y. � L M �
<br /> �� o ` ,�.�C� T h i c k e n e dg e o f s l a b �`� T h i c k e n e dg e o f s l a b o I ( I � � � L , ,
<br /> Openingsshallbecoveredwithcorrosionresistantwiremesh � � - - - - - - - _ _. - - - - - - - - - - - - - - - - - - -.- - - - - H � m � � .
<br /> 1/4"openings. � � � ` � SA' ' 1608 �O�' � �O? 1508 � � � � � Q �.f� � l �
<br /> 3. Vents shall not be obstructed by Insulation. � ��
<br /> WSEC402.2.7 Permanent Baffle maybe installed at 30 degrees � � , „ � � i �_� ��. � . � 6-b � � U � W
<br /> b-b ---- ---- - 3 �, s.o.�. �
<br /> from horiz. to dive rt air flow be low t he su rf a c e o f i nsu l a ti o n. � � S-3.0, 3 -- - --- J � � � � F V
<br /> WSEC 402.2.8 FV I � � 1608 TYP. ( ` ,S-3A � „ I �_ � �YP �
<br /> TYP' � - - - - - -1 � �„� I �- - -,a08. _
<br /> � -- --
<br /> : I "" ---� -- _ _ _ � I
<br /> _
<br /> --- � . - - - �
<br /> o�, ,-�y - - - - '-1 1/2" 16'-3" 3'-4' 16'-3" 1'-6 1/2" � -,.� .� - � .�
<br /> � - - - - - - p 24 24 0 - - - � - - �
<br /> 13' � 6'-b° 19'-6" 19'-6" b'-b° � 13'
<br /> l8' ;
<br /> Z � `
<br /> ;3°x3"x1/4" thick Hot Dipped Galv. � � r� �_ �
<br /> %Plate Washers,and nuts to tightened j � V
<br /> �- ; jon each bolt to the plate � - - -
<br /> iUNIT A ;UNIT B; z � �
<br /> ~ �' O � z
<br /> LEGEND: � �
<br /> J
<br /> --- - � �� 5/8" Dia.Anchor Bolt Spacing (IN.) �� u� � �-
<br /> iUNITA UNIT B z
<br /> � 1 ',Ventilation Caiculations z � �
<br /> !�/@Iltl�atlOtl Ca�Cl1�atIO1lS � 8" Conc. Stem Wall on 16x8 FTG ►W- � � i '
<br /> ,984sf divided by 150 equafs 6.6 sf Req'd. L - - J '1984sf divided by 150 equals 6.6 sf Req'd. ' � �
<br /> IMin. number of 14"w. x 9" ht. Vents= .99ea. HD1 = SiRlpsOtl STHD10RJ Min. number of 14"w. x 9" ht. Vents= .99ea. v O
<br /> �'.99 x 75% equals .74 NETAREA EACH VENT .99 x 75% equals .74 NETAREA EACH VENT' F. �
<br /> i6.6sf divided by .74 = 9 required I, HD2-= Simpson LSTHD8RJ ? y , q __ W
<br /> ---------------------- ---- HD3- Sltl'1pSOt1 LSTHD8 ,6.6sf divided b 74 = 9 re uired
<br /> - � _
<br /> HD4= Simpson HDU11- SDS2.5 � �'
<br /> C�V Il�t ,
<br /> HD5= Simpson STHD14RJ �.�5 0�W,�Sy� c1,
<br /> ��� � o ,� DATE :
<br /> z
<br /> ` , 12/30/2018 .
<br /> �'��Ct 83 �� ' . '
<br /> . FOU N DATI ON PLAN Sf°N�.�
<br /> N �-� ��
<br /> 1/4"= 1 '-0 =:a `� � _ .
<br /> Note:
<br /> 1 . SEE S-2.0 SHEET FOR FC�OTING SCHEDULE �
<br /> 2. SEE A4.2 FOR HOLDOWN TYPE & LOCATION
<br /> SHEET:
<br /> ��-��" O� �iO���TT A4 . 1 �� �
<br /> REVIEV��� ��� P�E��gl�
<br /> �oundation
<br /> .,
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