ii ii
<br /> I I I I
<br /> I I I i
<br /> I I I I
<br /> III �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �
<br /> II � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I
<br /> I I I t
<br /> I I I I
<br /> I I I I �
<br /> I I I I Q
<br /> I I I I �
<br /> I I I I �
<br /> I I � I I
<br /> I I I I Z
<br /> I I I I �
<br /> �
<br /> �
<br /> I I I I �
<br /> �
<br /> I I � � ' � I I Q
<br /> � �
<br /> 1 I ;" , ;� I t °
<br /> I I ; ; ;� I I
<br /> I I �; ; i� I I o
<br /> ( I �1 ' EXISTING CRAWLSPACE , I I —
<br /> I ( j o NO CHANGE � I I ? � �
<br /> I I � I I WW � �
<br /> � � z Q' rn
<br /> I I � 'i I I -' � � � �
<br /> LL �f IL1 � i- �yj Cr
<br /> I I � ';� I I Q w M � �,
<br /> 6 c.i I w '� � �'
<br /> � #4 x2 Do Is t ij � � Q � n > °�
<br /> I I � ;� match ori rein . P T 2x 1 0 D f 1 L E D G E R ;; o W o � �
<br /> � � #4 x 2 4 D o w e l s t o � •�' 4" e m d ,�—(3) 1/2"x 5" La g Screws W/ bolt washers (� � � a � �o >' �'
<br /> � � match Horiz. reinf.---�, w , , ` ����, @12" OC. Per Detail 2/A-6 �; ( � � c� Q �
<br /> 13 13 \ (No counter sinking) f� I I z W � �
<br /> � � 4" embed ` � �
<br /> � �- - - - - - - - - - - - - - - - � - - - - - �� - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - 1 � - � - - - - -� � � �
<br /> ' Q �
<br /> �- - - - - - - - - - - - - - -� - - -�- - - - - - - - - - - - - -_- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - .�
<br /> I I �.:��_________.._._ -- � 1 - I
<br /> � � �! oC
<br /> � � _ PT 2x12 FJ @ 16" OC (R-38) � � �' LSCZ Adj. Stair � W
<br /> __.____ _--- I � -- .. "" ;: Stringer Connector-TYP. 'a- W
<br /> - ._� -
<br /> Fou ndation Notes -- --------------,, � I I �'� �� � I I —� o m � o
<br /> 1. The contractor to verify all notes, dimensions & conditions ' � 4g � Q'( �-�'� �J Cont. Class 1-6-Mil Black Plastic � � ''"' Q CO
<br /> prior to construction. i ; � � �� ,� " "- I I STAIR STRINGERS � � � O�
<br /> 2. A safe and clear walkin ' all seams x ec< 0 1. 3- PT2x12 Strin ers �
<br /> g path to site and form work. j �� � _ ; oo _____ __. � ' g Q
<br /> 3. All footings to bear on firm, undisturbed native soil, unless I �� � � N � ( � Joists 16"oc x "'i �P � 2. Bott of stringers on PT 2x6 sleeper on 4" Conc. Pad � � � �
<br /> ' approved by Structural Engineer. � � � � ►- � � Q M
<br /> 4.All loose soil, mud, or water is removed from the bottom of � ,-� _ � _ ��____� ._.__� _.a _ �_ °� � I = � N �
<br /> _ � . �
<br /> the footin Debris, water and/or ice removed from s aces to ' � � � '��
<br /> be occup ed by concrete. p ,; � A-7 � � DBL FJ DBL FJ � � 4$ i -J �C � N �
<br /> . . „ � -=-�__. _,_ _� � � � �
<br /> 5. To of the wall will ro'ect a mmimum of 6 above finished i - � = � ���.��Y� �
<br /> P P 1 � ���� -� �� � �
<br /> ,grade. i � � -�- � � �'� '-�N �� __ ___ _ _ __ _ _-_ ,-i �
<br /> 7.All wooden contactdwith conc ete are in direct contact with the � � \'S-1' m � �I m S'� � ` - DTT1z- typ. 4 plcs � PRESSURE TREATED MATERIALS Z � W
<br /> , �- �
<br /> � i � �- I '` � i "� CO � �- Fasteners for PT Wood shalt be hot dipped = �
<br /> 'earth shall be pressure treated wood. ! � � - - - - - - - `� - - -`�' - - - —� i jzinc coated galv. steel, or Stainless Steel. � �
<br /> ._ . __ _ _ ._ _--- ._--_- �- ' - PT materials and any wood shall have moisture
<br /> � �g ,,� 2- HDU5 J� FV i DBL PT FJ ;barrier installed where concrete is poured against
<br /> _- - ----- 48 P 4x4Hf2 Post TYP 3
<br /> Min. 3"x3"x1/4" thick hot-dipped � 16x24 `�-� 2- HDU5 ► 2- 1/2" AB � �--' said wood construction.
<br /> ! crawlspace 2- 1/2" AB P 44/ADU44 ---- -- ---
<br /> galv. steel plate washers must � i ', DBL FJ ; 1 x18x16 FTG
<br /> be used on each anchor bolt. ' access �2#4 EW
<br /> __ _ _ _ 10' ' 6' 10'
<br /> * o not bury post in footing
<br /> � 26' 8'-01/16" �
<br /> ,
<br /> a
<br /> CANTILEVER 0
<br /> -- ---_ _ ____ __ __. ________ ___ _. I Insulate/soffit
<br /> Under Floor Ventilation Z
<br /> 1. Exposed earth is covered with a cont. Class I � �
<br /> __ ___- _-- ___ _ -- ____ __
<br /> Ivapor retarder. Joints of the vapor retarder shall overlap i LE END: ' FOUC1d8tIOC1 �/etltl�atlOtl Ca�CU�at10t1S: �
<br /> by 6" and shall be sealed or taped. The edges of the ' W
<br /> vapor retarder shall extend at least 6" up the stem I (✓ 1/2" DIA.ANCHOR BOLT � N , 364sf divided by 150 equals 2.4sf Req'd. �
<br /> Spacing (IN.) PER S1 � Min. number of 14"w. x 8" ht. Vents= .78ea. ~
<br /> wall and shall be attached and sealed to the stem �-
<br /> Wa,,. ro New 6�� Conc. Stem Wall F O U N DAT I O N P LA N R D D I T I O N .78X 75°�0 = .58 N ET AREA EACH VENT �
<br /> '2. Foundation Ventilation shall be 1/150sf of under i L _ `_ � on 12x6 FTG '
<br /> ��_ ' �� 2.4 divided b y .58 4 REQUIRED �
<br /> r Existmg 6 Conc. Stem Wall 1 l4 - 1 -�
<br /> . . _.___-- ---__ _--___
<br /> ___,
<br /> oor area an s a e vente y openings in perimeter
<br /> 'wall. One Vent shall be located 3-ft. max, to corners ' I 0�
<br /> 'and arranged to provide cross ventilation on at least ; L _ _ _J �n 12x6 FTG D�TE:
<br /> two sides. - Openings shall be covered with ;
<br /> corrosion resistant wire mesh 1/4 inch openings. i ��� �h
<br /> 3. Vents shall not be obstructed by Insulation. I -. �"�' ;� ���; 8/28/20�7
<br /> ';WSEC402.2.7 Permenant Baffle maybe installed at � �y� w�s�
<br /> 30 degrees from horiz. to divert air flow below the �ti�� •� .�'� 5G,4LE:
<br /> y ,t � �; d ;,
<br /> surface of insulation. WSEC 402.2.8 �.�' �:�' �' �'
<br /> ____ ___ ____
<br /> _ _ _ _
<br /> ' STRUCTURAt. sZE�, 1 `u4' , �.
<br /> FOR COMPL;�NC:E �,VITH � ��'��'�.� '�
<br /> CAI.�l1�.Ai1p'�`1S �Y� G r P �_'' +,
<br /> tT� !� Lt� �-y�t� � R 257=�a � �'�
<br /> .3E�.i�.�4/� L:i��7tr1��iUiVT�T C. ��" ��/�<'� �'�' rl�� I .
<br /> I �,�.�'
<br /> ��
<br /> ��-�� �� �.�E�E�-r � �'���,�.,� �_ 3
<br /> "����,�'�'���'s��;-� �.��' �,�-�-'��,°.`�'
<br /> i'� t _ p,r�, ��
<br />
|