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_ .
<br /> DIM. PT. DIM. PT. �
<br /> 3�/2" CONCRETE SLAB 11" ; ;
<br /> PORCH 3Yz" S�OPE 11" UNIT , 1 DIM. PT.
<br /> 7YP. ��� TYP. � GARAGE P.T. PLATE
<br /> ' � D1 � D1 P.T. PLATE � �
<br /> 20A �~ ; METAL
<br /> �j � � FDN. WALL STEPS � UNIT � � ��
<br /> Q a a � ,� CQNCRETE STAIR D1 . METAL GARAGE SEE FDN. PLAN � I FLASHING ; METAL
<br /> P.T. NAILER i� FLASHING � I 20A �
<br /> _ _—_ � � SEE FQN. PLANS CONCRETE „ „ , --- R-10 R1GID 20B ` 2 6 � EXTERIOR p� � FLASHING
<br /> _I _ �� _ F- SLAB 2 x2 MAX. '
<br /> - — — — � � � ATPCON�C710N T =. 2 s -.i ��fNSUL �� � LOPE GRADE 2 s ; EXTERIOR
<br /> _- I— I � a a �Q WAY FROM � � Q �;
<br /> SLOPE GRADE � ,�
<br /> I — I — a � �� 20B a Q UILDING - � ;
<br /> — — a a a W D1 � o � � AWAY FROM � �;
<br /> WALKWAY 20B �z GARAGE a _ ' _�
<br /> �� a a — - ¢ a a BUILDING � �
<br /> a >� S AB I �
<br /> _--- � � a CQNCRETE STAIR a � I I I=! I I--I I `n a Q ;;:�.� '
<br /> - �' a - -� � � � a -- ; z �Ibran � t
<br /> - — — SEE FDN. PLANS 3Yz SI�OPE a a a ,_
<br /> —
<br /> a a
<br /> a — Q _. — ,
<br /> — �—_ a � - - Q I I C-1 I 1-1 I p :
<br /> � � �— /� r
<br /> � R-10 RIGID �
<br /> �
<br /> � —� � �—I I �
<br /> a
<br /> _ �—.-
<br /> , �
<br /> N I I I � �x,l� �
<br /> 1 L �
<br /> __ ------------=-- -
<br /> --------------------------------------
<br /> — _ � a � Q ��1_�_—_, �1_�l- e- _ a _ a— ------ d a a Q � a INSUL. a R-10 RIGID �S G�ntr�t Wa u�fe21�
<br /> I— � I— I — � I Ll I— I— — -- - � � Q � a � � � iNSUL. Iftri�l��d�l�c��i��c��n` �#8�3� ,
<br /> - I � a � I � — a i— I— I� ! -I I �_ i— e�� �e,�� �a,_a ..Q,� a � � a 4" FTG. DRAIN z a 4» FTG. DRAIN z f� � ����
<br /> � �� � — � �— � ,—_— —� — a , _ _ ; � a � � � � �1�� � ��s��58 t2��. ;
<br /> I—I I I � I I I ` ���t��������f�����c����� :;
<br /> � a — �-�-- — � — � —� � � ��� ��� � ���— + -- , �= � �— � �= � �
<br /> I I I -I I -I I I I I I I I � � f
<br /> -I ' . -i . I- � I�- � � � I I--- �. ' �.-I � I_i � I . _ � _� �_� I �_ Q � -I I I-I I � I I�.I 4-I � - ' . . ::h . :. .,., >' ...;.. .:
<br /> 6,> PATIO I� ' — �-- — � � — — � � �—���—i � �--��� -� � �— a
<br /> �_r �_��-=�y��-—�� — � ►—� � �-1 I I�,, � �� I I 1=1 I 1=1 i �—� � �— a —�
<br /> FOUNDATION WALL � � I I— I � � I I I ! I
<br /> (SEE FOUNDATION PLANS) _ I -;—I I �( !; � SEE STRUCTURAL -��� �. �� �Q,-,a �R-,�,�R,�� ��,�g �a,� �a.,R a,.,a ,-.a, �� -' ' � � ' a O � O
<br /> a �_ � FOOTING OF STAIR FOR FOOTING SIZE I �—I I I f ( I—f I (—I I I—I I (—� I �—f I (—� I 1-� � ~ Q
<br /> 5052
<br /> -�-�—�-- � -� �-�-� i I � I I— � FOR FOOTING S1ZE � � FOR FO T NG RSIZE � ARCHITECT
<br /> ' � - FOUNDATION WALL AND REBAR -' I �=I � (—I l I—I I 1=T� ' �— '—i i I �
<br /> AND REBAR AND REBAR
<br /> �
<br /> SEE FOUNDATION PLANS
<br /> STAIR AT P4RCH EDGE SLAB
<br /> 17 AT UNIT T� CARAGE STEP TYP. EXTR. GARAGE WALL F ROBERT E. WEIBLE
<br /> 9 5 TG. TYP. EXTER I O K WALL FOOTI N G STATE OF WASHINGTON
<br /> 1-1/2" = 1'-0" SECTION �—��2" = 1'-0" SECTION 1 1 2" = 1'-0" � �, � „
<br /> 4�� 4�� / SECTION , 1/2 = 1 -0 SECTION
<br /> UNlT ' � , ,i . . GARAGE 8 j•,'-�, -� ,
<br /> ,�; �
<br /> SEE FOUNDATION I i P.T. PLATE � N
<br /> I OSB SH TG. ': TYP. COMMON WALL �� 8 � � II �� :'i ' 1„ �
<br /> ' � ,
<br /> PLANS FOR i ; D2 20A ; ; FLASHING SIM � , : , , i �
<br /> FIN. FDN. HEIGHT .�-���SIDING �� � ' � � II
<br /> I ING SPACE � D1 M E T A L ,,
<br /> I . �. Gl�RAGE E�.��� � �:� GARAGE � �
<br /> I I' , FACE OF GONC FOUNDATION CONCRETE I R-10 RIGID ' � 20B �� UNIT 8 i UNIT �'
<br /> P.T. WALL � T S AB � I ; 20B I �� � 2 4 z � � �� '�-
<br /> 2 6 � OSB � WALL IS AT CENTERLINE OF SLAB INSUL CONCRETE D1 cn cn p1 p1 �c
<br /> COMMON WALL � 2 4 z 4 ' , W a w CONCRETE 20A 20A
<br /> SHEATHING Y2" I SHEATHING 4 � , 2QB GARAGE S -
<br /> ° LAB c� -
<br /> a I
<br /> I PLYWQOD a I I�� „ a Ll W Q i ¢ D1 D1 �.;
<br /> /z P.T. p� CONCRETE � � GARAGE SLAB CONCRETE � �
<br /> a I I i I PLYWOOD � Q Q GARAGE SLAB SLAB �
<br /> ! SIDING I °a Q a _ , ' z
<br /> i.. > Q , ! 2 4 2 4 v
<br /> , � 4 �.. , � 4 a Q � Q 4) � v
<br /> o � Q� � �;
<br /> Q 4 �
<br /> ( a � I j — � �a 4 LlV1NG SPACE � a Q d � � i W }
<br /> ' n — p a Q p �
<br /> a
<br /> P.T. T
<br /> RAPEZOIDAL I
<br /> — o
<br /> a a I �
<br /> I 1X4 SLEEPER AT I Q -�I I-I I � I � � a a a a � m I Q
<br /> � „ I I � a SEE STRUCTURAL a a a Q Q ? ..�
<br /> a 24 O.C. WSET I I (—I I (— ° a . ,i . FOR FOOTING SIZE � Q� a . a `� a � �
<br /> , � INTO FDN. WALL ° �. � z a a a r-. Q
<br /> � � �I I I��I I I I�I�I ° A�vD REBAR a a a a q a a � �
<br /> ° � a � Q ;I I I-1 I 1- a � � a a Q a a N �
<br /> I a 4 T SLAB a a a �,
<br /> � ^ � "'�i iR ��r� ���!R ��� �
<br /> Vvvvvvvvvvvvv� �
<br /> ° `° � '►=1 I 1=I ° °a ° I 1=1 I 1=1 I I-1 I i- � � �_� i i—i i i—i i i==i i i-� � ��� � i;;i i i=i i ��i i i=i i i--� � � � �
<br /> a
<br /> � �,�� � f—� � �— { � f— —� � i_ i a �
<br /> , _ �
<br /> a `� E I I�{1 I� � ' 1-1 -� � –
<br /> ���— � i
<br /> ° a —� — — — — � — — - (_� � �— � I �—� � � —i � � � - � •�.,
<br /> �-1 I 1=1 I I a a a � �=1 I ���I I -1 -I_-I —1 =I =I =j =i — � i i—i i i—� i i—i � c—� � �—� — i i i �—i � i-i i i—� Q
<br /> I I � i �
<br /> a
<br /> � �;��—ii�- - - SEE STRUCTURAL ' iI -1 � ��lli � �_���C��II�I � 1=lii � �,
<br /> SEE 2/14, 3/!4 & 6/14 -�:( I I I�I
<br /> -� � f- � � I FOR FOOTING SIZE z O
<br /> II=II I=II ( a � � � 4 � a SEE STRUCTURAL AND REBAR SEE STRUCTURAL
<br /> FOR BUlLDING ENCLOSURE �i—�I (—I I I—I I I— FOR FOOTING SIZE FOR FQOTlNG SIZE
<br /> SIDlNG AT FDN DETAILS �=-I I I—) I 1=1 I 1-1 I I-1 I 1=I I�—I � I=1 I 1=1 I (=1 ( 1=) I I— AND REBAR AND REBAR
<br /> SIDING c� C�NCRETE WALL COMM�N WALL �
<br /> �$ 14 CC�MMON WALL AT FDN. STEP CQMMON WALL FTG. UNIT-GAR. F�OTINC CARA - � �
<br /> � Q � CE CARAGE COMMON WALL FTG. UNIT-UNIT � �
<br /> N
<br /> 1-1/2" _ ��—o" PLAN �„ �� o�, SECTION � �/2" _ �'—a" SECTION „ , �, � ,
<br /> 1-1�2 = 1 -0 SECTION � 1�2" = 1'-0" SECTION Q r
<br /> DOOR THRESHOLD
<br /> SEE 17/D7 FOR BUILDlNG RAlSED THRESHOLDS GREATER �
<br /> ENCLOSURE DOOR & DOOR THAN Y4" VERTfCAL SHALL BE �
<br /> SIDING OVER BEVELED WITH A SLOPE NOT 2
<br /> PAVING - PAN DETAILS ��t�LT GREATER THAN ONE UNIT D1 i �
<br /> EXTERIOR SHEATHWG o
<br /> � , SLOPE AWAY FLASHING EA SIDE F.O.S. � �
<br /> , 1Y"x1Y" METAL FLASHING � � 2QB � � � VERTIGAL IN TWO UNITS � °'
<br /> Di DOOR � � MORIZONTAL INTERIOR INTERIOR
<br /> t/� � � "
<br /> SLOPE PER �DN. PLAN PATIO UNIT � Q o
<br /> � PLACE BEAD OF CAULK I � � II I 20A �
<br /> I UNDER FLASHlNG � U
<br /> CQNC. SLAB
<br /> ' i . a GARAGE � -- � �¢ �� SLAB-ON-GRADE SEE � `�
<br /> i
<br /> „ i 2x4 TRIM � ; � . `___'_ ° ° a ° a ADD RISERS AS � � �� STRUC. FOR REINF. 2p A � O
<br /> I v NEEDED. MAX
<br /> � %a x 6 TRIM � _ , °° ��i ���i�� 4 ,
<br /> 2 j I,�' a a � � � a RISER HEIGHT 7" � � 4 � �
<br /> a a
<br /> �' %z" GAP BETWEEN 2 � � a� � ° � a � a � a 4 a �
<br /> � U
<br /> 4 Q Ll a � 3 �
<br /> TRIM AND TOP 4 j a a r------- – � a ° 4 . = a Q
<br /> v� ; STONE VENEER a z a a a ° � � o
<br /> z ' ° SLOPE I W¢ a . a a .
<br /> o � - z a I -I I -I I.-i� -� =� -�� =1� � a a �
<br /> f=. , ; VINYL BOARD ;; ; CO � a �!=1 I 1-1 I 1=1 I� I I.I=1 I 1-1 I I-)I I '/s: 12 MIN. � 20B ¢�, a a (j�
<br /> Q ' " �' a -1 I 1=1 I I 1 I I f I 1=1 I�_"' ''—�I %4:12 MAX. � Q1 ' � a
<br /> w i & BATTEN SIDING :,; ` a I11-111-111-111=11'- ,. I a a
<br /> w � SIMULATED �� a a. ,I I E���I I I-I I i- - - -
<br /> �.L, ; STONE VENEER a 4 � ' -i i-i i.-i i-,i i �i-�i i-i!- i i-�i i��E i-�i i- - �,_
<br /> � a ���� ' �I I—I I I I I I-1 I 1-1 I 1-1 I I—I I I��I I I_�I I I I 1-�
<br /> � � .; � ° a a a Q � IIIIIIIIIII�I�III���I Tli IIIIII� IIIiII��III�If' � a�'i
<br /> I � BUILDING PAPER OVER �, _ _ - -����� - - I 1-�I I- �- I- �I=
<br /> �' ; SHTG/CEMENT BOARD, ,:� » _ , -��__=- - _ ;- i�=I i i i i I=i I i 1 i I-I I i-I I i ^=1�,� . _,��-�i i-���-� ���-�i i_ o 'L
<br /> w
<br /> 4 FTG, �I I I 1,-1 I 1—f I I—I I 1= I 1,—,,I I 1-i I I;I I I ��f I I-I I I-f I I—I I I I I I I I 1=I I FIRM BEARING �' j
<br /> � UNDER SIDING, TRIM � I I I-11�- �
<br /> DRAIN SEE STRUC. FOR �-111�I I I a ���'�- ��I=I I� ��� I I I;;I I I��iI I I�� SEE S SHEETS FOR
<br /> > A N D S I M U LATED STONE. FOOTING SIZE AND ��1=��_�,= Q �--COMPACT FILL
<br /> " STRUCTURAL WFORMATION
<br /> = REINFORCEMENT 10 MIL. VAPOR BARRIER
<br /> W VINYL BOARD & BATTEN
<br /> z OVER BUILDING PAPER
<br /> ,--__ OVER EXT. PLYWOOD GARAGE SLAB & APRON THRESHOLD c� PATIO/GARAGE �
<br /> i SHEATHING ; I NTERIOR WALL FOC�TI NG �,
<br /> � 3
<br /> �" = �'—a" 1-1/2" _ �'—o" SECTION 1„ = 1'-0" SECTION �
<br /> ' CEMENT BOARD OVER � � �
<br /> i ; EXTERIOR SHEATHING ; � FRAMING , � �
<br /> i � � � � �
<br /> ; VlNYL BOARD ':�; � � �
<br /> �' & BATTEN SIDING ': i �
<br /> i � � � � FRONT DOOR UNIT > �
<br /> SIMULATED ;!� � ' THRESHOLD OVER � .
<br /> ; STONE VENEER I� , INTERIOR FINISH z SILL PAN AND SEE S6.0 FOR � � �
<br /> C ' � � NOT SHOWN � a, �
<br /> �' I � 3%2 CONCRETE SLAB METAL FLASHING I � CONNECTION W 0 +�+ C,�
<br /> i BUILD�G PAPER OVER , I �, 20B � N SEE DETAlL ?7/11 � , �/� � _ „�
<br /> SLOPE �/4 I �* `�♦ N
<br /> � SHTG CEMENT BOARD D1 RAtLING BY OTHERS F(NISH FLOOR 2� SLOPE 5 � � �
<br /> �I ; UNDER SIDWG, TRIM ' � PER FOOT QPENING BETWEEN ------------ 1x PT SPACER
<br /> l � � N �
<br /> z ''� ; ; I z FDN. HT. RAILS NOT TO DBL. 2X PT PLATE � D1 —, �
<br /> AND SIMULATED STONE.
<br /> � ; � � a —_.-- 3%z" CONC. SLAB - � � � .�
<br /> � � ; a PER � ¢ EXCEED 4 8" CLEARANCE � � p� SLOPE PATIO SLAB ��, J
<br /> I ' �; FDN. PLAN �' � TO GRADE � � . 20B 2 8
<br /> N
<br /> Q '� � 1" GAP MIN. �'', i ° a AWAY FROM BLDG. � , z s � � �
<br /> a i ' � � �r � �
<br /> ° ' -� PAVING OR GRADE � I � I i I ' R V ,7' s.
<br /> ° �—' '-- a �° - � – � --- – � � � O a� Z
<br /> I I1=1 I1-1I 1=11 , � , _, ; , � � � � � � � �
<br /> � W �-- W �
<br /> 44 ° il��ll��—� � �=���i� f:_'�: '—i—' � i , .*.r �
<br /> a i i i—i i i= i i=i i i—i � —�-=� a 6" � . I I, � ,� I 1=1 I 1= � ._
<br /> �;III;�II (;iIII-1I ( � a 3�, � - I �_ �
<br /> —1 � , ,—� I-1 I I_I � ,I , , ,I O o �
<br /> � I i i,I I I, i T�H M KEN SLAB TO -I I I i �� I g„ . o � = O
<br /> �_� � INUMUM OF 2 0
<br /> VINYL BASE STONE VENEER BASE I I I ° » CONCRETE FOOTING BE�ow �RaoE
<br /> �O i p GARAGE � a
<br /> SEE STRUC. SHEETS ' 8 SEE DETAIL 7/S6.0 �O i b � �
<br /> (SEE ELEVATIONS FOR SPECIFIC FINISH CONDITI O N) FOR �OOTING DETAIL �i� � FOR REINFORCING W A T E P R O O F I N G O Q � t
<br /> SEE 12/D6 & 6/13 J �
<br /> WATERTABLE BASE FINISH PORCH EDGE DETAIL �
<br /> 20 J, _ , „ 16 ON-GRADE PCJRCH/PATIO SLAB THRESHQLD AT FOUNDATIC�N � JobNo.: 13-47
<br /> 12 g o
<br /> T
<br /> 1 1/2 - 1 o ECTION 1-1/2" = 1'-0" 1-1/2" = 1'-0" SECTION . � 1/2" = 1'-0�° SECTION � Sheet No.: �
<br /> 0
<br /> ~ D2
<br /> � .
<br /> Sheet Order: A B U F R E S D I �.
<br /> _
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