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DIM. PT. DIM. PT.
<br /> DIM. PT. :
<br /> PQRCH 3%z" CONCRETE SLAB 11" 11" UNIT 3 � P.T. PLATE
<br /> 1
<br /> 3Y2" SLOPE TYP. ��� TYP. p� GARAGE I �� R.T. PLATE i D1
<br /> --�- 2DA � METAL �ARAGE FDN. WALL STEPS j MLASHING UNlT � METAL ,
<br /> SEE FDN. PLAN 20A � FLASHING
<br /> L� a � CONCRETE STAIR FLASHING � EXTERIOR �
<br /> � P.T. NAILER
<br /> Q x CONCRETE 20B I D1 � �
<br /> — — — � � 2 x2' MAX. D1 w 2 s ,
<br /> Q SEE FDN. PLANS SLAB " ' ; R-10 RIGID � 2 6 � EXTERIOR ,
<br /> � Q w WSUL. L O P E G R A D E z = Q �
<br /> — — " - �- EXPANSION JOINT , 2 6 " � ' �-
<br /> - — — Q AT CONNECTION �Z WAY FROM � � SLOPE GRADE �
<br /> _ � a q Q �� 20B a a UlLDING � o a . a AWAY FROM �
<br /> � a a a �� D1 GARAGE a Q m a a BUILDING � ' +
<br /> �,- - = a WALKWAY 20B Q� � I ( I=�I I �=�( I ¢ � a I _f � � � : � � ; � � � I ',
<br /> � a a >� SAB a i - �, a �_
<br /> 4 ��f=� � � f�
<br /> a CONCRETE STAIR �� � `
<br /> � -i — a 3Y� SLOPE a a a a -1 � Q a } ,
<br /> � ��� � � �' � � °i � � �� �;`
<br /> _I — — SEE FDN. PLANS , a a �i� 1- � a -1 i�
<br /> — (-� � �
<br /> Q a =N ii�R- �' � � �
<br /> - - ---- - -� -�----------=-- --------------------=----------------- - � � `- � -10 RIGID
<br /> R-10 RIGID
<br /> ' -j — � �1 � ��I � � � a ----- �1 a a 4 Q a INSUL. `�b`�b`� � (NSUL. r
<br /> ,� �_ �5 Lenf�€���ttt� �ukte 2�t�
<br /> — a Q _ i_ � — , a Q a 4» FTG. DRAIN z Ki���p��f I�I����R���� 9��3�'
<br /> - — 4 a° � � I i � � � � ; , a � ° � a � - - - a a 4,> FTG. DRAIN � R�4��������Q �` �2���5$�1�68 .
<br /> I� = a 1= — I^ — � I- �,_�.:,a,-;� �a,=a .,a� a , - - - � �- I 1-i 1- I 1-i� � �����r�u���r�������t�x���c�r�r '
<br /> a ' ':� ,� — — � �i j � '� � �-- C���I I I��I I �;I I I- I I =1 I ;I I =, ,l 1 I � -1 I 1=� � ��,��I I I�' , , .�. . � . ..� t:... E ,,:
<br /> _ a
<br /> _ � f I , i;-: � ,!^ ► � � — �;I'i=1 ! I . _I I I-I I �_--.1 � i--! - -, a
<br /> 6" PATIO � �-r��-��-,�-�,�, � � (-� ( �-���� �� ���_� � �-� � � l I I-� � � � � � �
<br /> , FOUNDATION WALL � � � � � � � �� � �—� � � ��� � I—I� � � SEE STRUCTURAL -� �' ^� ^ � � � w� � � �-� �� Q 0 5052 REGISTEftED �
<br /> , � �" '�''� "� "� "� �" ''� "��"�-",�,"'� ��, ," � a-� SEE STRUCTURAL p . ARCHITECT
<br /> ( � � � !- FOR FOOTlNG S(ZE I I-I ( I-� ( �, I ( (-I I I-,I I I � I I-I ( I-I I (_��� � SEE STRUCTURAL � Q Q � � FOR FOOTING SIZE � �
<br /> (SEE FOUNpATION PLANS) � a ' � � FQOTING OF STAIR � � �
<br /> � � - -�-- - - -�_� i - FOUNDATION WALL AND REBAR � � I.--) I I-� � �--I i �- � ' -� � '-I I I-� I 1-' � FOR FOOTING SIZE AND REBAR �
<br /> �
<br /> � . AND REBAR
<br /> SEE �OUNDATION PLANS
<br /> ROBERT E. WEIBLE
<br /> STA,lR AT PORCH EDCE SLAB AT UNIT T� GARAGE STEP TYP. EXTR. GARAGE WALL FTG. TYP. EXTERIOR WALL FOOTING STATE OF WASHINGTON
<br /> 17 9 5 1
<br /> 1-1�2" = 1'-0" SECTION 1-1/2" = 1'-0" SECTION 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-0" SECTION .
<br /> 4.� 4,�
<br /> UNIT � ' ' GARAGE 8 '''� � �� �'
<br /> I D1 r� , �» �
<br /> SEE FOUNDATION � OSB SHTG. ' � TYP. COMMON WALL �� 8 � SIM � ( �}' P.T. PLATE �
<br /> PLANS FOR LIVWG SPACE ; �2 20A p� METAL ' ; ,I � I � �
<br /> i D� ; , iI ; ' FLASHING GARAGE j ' , GARAGE � ( ' UNIT •�'
<br /> � FIN. FDN. HElGHT .j���'�SIDING R-10 RIG�D ; z a z 4 "' �' 20B UN(T D ` i _
<br /> �' FACE OF CONC FOUNDATION GONCRETE , i . . 20B , � ,Q
<br /> i � T S AB WALL IS AT CENTERLINE OF SLAB INSUL. - - : '
<br /> � OSB � 4 ' , ': �' z a 2 a � ,. CONCRETE �� W a W �1 20A �� ' I : . 20A (
<br /> P.T. WALL 2 s ;� � SHEATHING a ; COMMON WALL . CONCRETE '
<br /> SHEATNING Y2 ' a Q 20B GARAGE SLAB � � CQNCRETE D1 . . I �� . p� i �
<br /> � ? � ¢ ' ¢ GARAGE SLAB �
<br /> j a w p� CONCREi"E > > SLAB �
<br /> ; I PLYWOOD a . � i � �/z" P.T. ° ; `� GARAGE SLAB ' z 4 2 4 ' � ; �
<br /> � � � �
<br /> ,
<br /> v
<br /> a ' I SIDING j � i PLYWOOD a a4 � Q �i � > a 4 � � � � � j a�
<br /> i I a � ( a -4� a � lj a lj a � °' � c .
<br /> � � �1 �. C. ; I o = a . 4 LIVlNG SPACE Q a � Q a a a Q a Q �a � i �
<br /> a a q ( L
<br /> P.T. TRAPEZOIDAL l ' I w ��'! a a a a Lj ¢ � �
<br /> I 1 X4 SLEEPER AT I � Q �I I I-I I ° � SEE STRUCTURAL � � a Q �' a �
<br /> a � » I I � -I I I=I I (- ° ° 4 FOR FOOTING SIZE � �' � � �
<br /> 24 O.C. WSET �
<br /> � INTO FDN. WALL ° � � z �=III-II1 ° AND REBAR �I � a a LI � a �
<br /> ( ll d C� 4 N M
<br /> . a � � -� � �—� ( �=� a -� o Q ^
<br /> � I � a =,���=���- d T/SLAB _ � � p a � �
<br /> �,-,Q ,-. .-,� ��.-���� ���.,.-������� ��U�,, ��� �-���������,���,,.-��
<br /> i a — —
<br /> ; � i—r�r= � i—���
<br /> . a _ � �
<br /> _ � — — — — —
<br /> — a
<br /> a � . �
<br /> � - - a - - - - i - --�
<br /> ( co - —I �— — — — — o
<br /> a� w i_ � a I I-1 I I-1 I I-I I I-. � � � _1 � �-i i i�i i i_i i i�� � ��-! � i,-�i i i-i i�-�i i-�-i_i i- � -
<br /> a � I � �_� � �— — - - - - - - —1 I I—� � !=1 I ,_ ' '-1 I I—� I I—I i � � �—� � —I I I—I I 1=1 I I—I I i—i I I—I I 1=1 I I—I I 1=1 I 1-1 I �—' � � .
<br /> a F-- ; �—( ,
<br /> ' ��� I ��� il—il �= ���-111��i�- � � �—����I11=,�� �
<br /> 1=I I I=I I ( a a � ° � �-)�,�,�- -) � �I �I( ,;,.I�i i,�- .-) - ( ( SEE STRUCTURAL a O
<br /> ° �I I IT I ( (-I a °a a T) , �^� � F O R F O O T I N G S 1 Z E Z
<br /> SEE 2/i4, 3/14 & 6/14 �I-I I I-I I I Q a � ° SEE STRUCTURAL AND REBAR SEE STRUCTURAL
<br /> F O R B UILDING ENCLOSURE � I-I I I=I I I-) I (- - F O R F O O T I N G S I Z E F O R F O O T I N G S I Z E �
<br /> SIDING AT FDN DETAILS �_� � �=1 I 1=1 I I-1 I 1=1 I �=���=I I I-I I 1=l 1 1=1 ( 1=1 I I= AND REBAR C O M M O N W A L L AND REBAR
<br /> � �
<br /> SIDING � C�NCRETE WALL CQMMON WAL.L AT FDN. STEP COMMCJN WALL FTG. UN1T-GAR. FQQTING GARACE-�ARAGE CQMMON WALL FTG. UNIT-UNIT � Q
<br /> 18 _ _ _ � N
<br /> 14 10 6 2 � ,
<br /> , 1-1/2" = 1'-0°� P L A N 1 = 1 -Q S E C T I O N � 1/2 = 1 -0 S E C T I O N �-,�z = , -o S E C T I O N � ,�z = � -o S E C T I O N � �
<br /> „ , » » , „ » , �, » , » o
<br /> DOOR THRESNOLD RAISED TNRESHOLDS GREATER
<br /> SEE 17/D7 FOR BUILDING THAN Ya" VERTICAL SHALL BE 2 � �
<br /> ENCLOSURE DOOR & DOOR BEVELED WITH A SLOPE NOT
<br /> PAN DETAILS L- � o
<br /> SIDING OVER PAVING - � � F � � GREATER THAN ONE UNIT D1 �
<br /> EXTERfOR SHEATHING SLOPE AWAY �LASHlNG EA SIDE �� � VERTICAL IN TWO UNITS � � � � o N
<br /> ; ' i ��B HORIZONTAL INTERIOR INTERIOR O �- �
<br /> QOOR � o
<br /> ; 1Y2"x1�" METAL FLASNING, ; � D1
<br /> I I UNiT �� U
<br /> SLOPE PER FDN. RLAN PATIO/ i i I 20A
<br /> � PLACE BEAD OF CAULK � ,`
<br /> � � GARAGE I ! _ ,� p� CONC. SLAB
<br /> � UNDER FLASHING � d. . I I a¢ SLAB-ON-GRADE SEE 2QA �
<br /> � 2x4 TRIM � � ° 4 a ° a ADD RISERS AS � -� �g p� O
<br /> ` STRUG. FOR REINF. "�'+
<br /> I ' I, � � �-i i i � ': ..: a NEEDED. MAX Q Q � :F:�
<br /> J � ������ a ° a R I S E R H E I G N T 7 a t a �.
<br /> 5/4 x 6 TRIM (i I ° a 4 a 4 Q ° a a Q � � U
<br /> a Qa a a G. �j . � 3 -�
<br /> I Q a Q. . q
<br /> �
<br /> 2 %2" GAP BETWEEN 2 . � a � � r------- - � a Q ° `' � ° a da � a
<br /> '� 4 T R I M A N D T O P 4 ` ° U,Q Q � a �
<br /> cn � STONE VENEER ° 4 SLOPE I W� a ° a �
<br /> I�—I I —I I—{1 � I =1 � � �I�=!I � LL
<br /> o � � � a ° i=11!=111 II!—III=111�;,IIt,;;lll �/s: 12 MIN. � 20B �W a
<br /> E.=. ; VINYL BOARD '� �=I I I-I I 1-1 I�-I�� {I�- f I %a:12 MAX. D1 v, a Q
<br /> ¢ � & BATTEN SIDING ;� � I I i=1 I 1=1 I 1—1 1 I���,_ —�--- � �
<br /> w i I a i I(=1 I 1.=IT�— a - - - � _ i i—�i—��i-�i i_i i- �i- i i= i i— i i— f i—��— - ��-�
<br /> W � SIMULATED � (
<br /> d �,—,�� � ,=,�i�ifi—iii;i�i-iii iii-�ii-i�i-��i�iii�-� �
<br /> � STONE VENEER � 4
<br /> 4 a ° � I 1 I I 1 i I I_I I 1=1 k I-1 I I-1 I I-1 I 1—,I I—I f � a, �
<br /> W I � ,I ° — a Q -����il���={��=1��—���_��� ���—Iff—I�I a 'L
<br /> ��f-X�') �i—I I I_ i i i � —i i i-1 I I_ ,i, l'4
<br /> ��-i �- �_ - �I-�I I I I i-I 1 i i I I I-���-I i i FIRM BEARING >
<br /> I ; � BUILDING PAPE� OVER� ; 4» FTG. � I(��I�.�,,I I�—!I l-f I�= I 1=I I I=I�J 1=�I I � _� I I 1=1 I l i I I-11�=�1 I I I!=I I
<br /> ,_�',,, � ; SHTG/CEMENT BOARD, �� I I I-I I I- Q ,-,I I I,;,_I I-1 I I—I I 1=1 I I,�I I I,�`I I I
<br /> � UNDER SIDING, TRIM QRAIN SEE STRUC. FOR ��=1 I(-I I I a � r i SEE S SHEETS FOR
<br /> > AND SIMULATED STONE. FQOTING SIZE AND ��_��(,_,i Q COMPACT FILL STRUCTURAL INFORMATIQN
<br /> ,- REINFORCEMENT 10 MIL VAPOR BARRIER
<br /> S
<br /> �1�+
<br /> THRESHOLD � PAT10/GARAGE _
<br /> � ��NY� soARo & BATTEN GARAGE SLAB 8� APRON INTERIQR WALL FOOTINC a�
<br /> = OVER BUILDING PAPER ,
<br /> OVER EXT. PLYWOOD �� � �
<br /> ;i ; SHEATNING i
<br /> ;� ; � ; �" = �'—o" �—�/2» _ �'—o" SECTIQN �" = �'—o" SECTION � �
<br /> Q. �
<br /> � ' CEMENT BpARD OVER '� O �
<br /> ' � EXTERfOR SHEATHING ,. i FRAMING —
<br /> { ; F �
<br /> � ' {l i `. � �
<br /> �
<br /> � �
<br /> � VINYL BOARD �:� I FRONT DOOR i
<br /> & BATTEN SIDING � UNIT �
<br /> ' :i I � THRESHOLD OVER � � C �
<br /> � �' � S►MULATED `' � SILL PAN AND j SEE S6.0 FOR W � +�+ U
<br /> INTERIOR FINISH �
<br /> STONE VENEER z METAL FLASHING I CONNECTION
<br /> . � I f. I NOT SHOWN g 3%2" CONCRETE SLAB SEE DETAIL 17/I1 � � �
<br /> �
<br /> ° � � BUILDING PARER QVER �: I » 20B ' `� � � � N
<br /> � SLOPE �/a � p� `� RAILlNG BY OTHERS FINISH FLOOR 2% SLOPE 5
<br /> I I SHTG/CEMENT BOARD, PER FOOT ----------- 1x PT SPACER � � � N � �
<br /> II ; UNDER SIDING TRIM � ' OPENING BETWEEN � D1 �� O � 3
<br /> ; ' 2 FDN. HT. RAILS NOT TO Q QBL. 2X PT PLATE S � �
<br /> 2 � AND SIMULATED STONE. ,� »
<br /> ' `� PER 3�/2 CONC. SLAB =N X EXCE�Q 4 8" CLEARANCE d '
<br /> ''i) ' a \ ¢ p 20B SLOPE PATIO SLAB 2 _a � � *+ "+ .
<br /> � � ! FDN. PLAN "' � T0 GRADE �, D1 � � � � O
<br /> � ''I� � 1" GAP MIN. , ° Q ; AWAY FRQM BLDG. d- z s L
<br /> � q , _� �:I 1 I ' _' I ) � ' P � R p � Z
<br /> PAVfNG OR GRADE a � _ . i- �- � �, � `° - ���I . _t � i ' � --- W
<br /> .�..� W Q
<br /> � f � I i I � - --"1
<br /> a , �I I I-I I I-1 I I;,i ° �
<br /> _ _ - _ —
<br /> � �-%!=1 i l�� I �=I._=i , � 6�, ; --r��-, � •- a�
<br /> a 3» ,III,,,II_I�fll= � �
<br /> a i T i-i i i= i i=i T i=i � � ' ' '=1 I 1=1 I 1-1 I I-I I I - - >+
<br /> �-� - �� - -1 I �-I � o = -
<br /> ' -1 I I�;I I I:i I I=I I THICKEN SLAB TO =� ( I- -" I � � O
<br /> I �i i�I�I i i A MINUMUM OF 2" -� � p 8" GARAGE � O a
<br /> VINYL BASE STONE VENEER BASE ( � � a CONGRETE FOOTING BELOW GRADE �o , � �
<br /> SEE STRUC. SHEETS 8 SEE DETAIL 7/S6.0 �� I � � f
<br /> FOR FOOTING DETAIL i I I FOR REINFORCING WATEPROOFING � O
<br /> (SEE ELEVATIONS FOR SPECIFIC FINISH CONDtT10N) sEE �2/�s & s/i3 � Q �
<br /> �
<br /> ;�,
<br /> �
<br /> WATERTABLE BASE FINISH PQRCH EDCE DETAIL QN-GRADE P�RCH/PATIO SLAB Q THRESH�LD AT FOUNDATIQN o lobNo.: 13-47
<br /> 1 T
<br /> 2 » � ,� ` � �, > » �� „ , „ V �, , » � Sheet No.::
<br /> 1-1/2 = 1 -0 SECTION 1-1/2 = 1 -0 1-1/2 = 1 -0 SECTION 1 1/2 = 1 -0 SECTION o
<br /> , ~ D2�
<br /> Sheet Order: A B U F R E S D I �.
<br /> T
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