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DIM. PT. DIM. PT.
<br /> DIM. PT.
<br /> UNIT � P.T. PLATE �
<br /> PORCN 3�/z" CONCRETE S�AB 11" 11" 3 GARAGE p� P.T. PLATE � � �
<br /> 3Y2" S�OPE TYP. TYP. : � p� I
<br /> ���, � D1
<br /> 20A I:: -- `.; � METAL UNlT �- �
<br /> METAL GARAGE FDN. WALL STEPS � FLASNING � ; METAL
<br /> D1 --�_ � SEE FQN. PLAN I EXTERIOR 20A , 1 FLASNING
<br /> a � CQNCRETE 5TAIR P,T. NAILER FLASHING
<br /> a _ a Q . SEE FQN. PLANS CONCRETE „ „ �� R-10 RIGID 20B �; z s I � �� � EXTERIOR � '
<br /> Q- SLAB 2 x2 MAX. : D1 w z s ,
<br /> _ — — "� � � EXPANSION JOINT '=. z s -.; INSUL. � LOPE GRADE z Q � `
<br /> - Q � AT CONNECTION �z WAY FROM � Q SLOPE GRADE z �,
<br /> - � � a � a � �0 20B a � UfLDING �, o a � AWAY FROM � � r
<br /> - ( ° 2QB a � Q Q D1 GARAGE a Q Q _- 4 a Q a BUILDING �o . , , � '
<br /> _ —� _ WALKWAY f = — � � � � � � � '� � ',
<br /> - — a � a CONCRETE STAIR D1 a a a >Q S AB a 4 p I ( I=�I I I��i( I ,"' q � Q
<br /> 3Yz SLOPE a � k
<br /> _ — SEE FDN. PLANS a a Iii�II1- � Q. � I ���� II��iII �,� � � �� � � � �',. � � ;;
<br /> —
<br /> f � R-10 R1GID N � (i k �I �; � k ;
<br /> I — Q -
<br /> i— -�-- -------------------=-------- � INSUL UL IGID
<br /> a '
<br /> _
<br /> � -- --- ----------- '
<br /> — a -�1-�-----�--�-r�� a ----------- ------ �l a a a Ll a � � NS10 R � ;
<br /> — 4 LI — a � 4" FTG. DRAIN • 25 Cent��F 1��y� ��a�#e 2f Q
<br /> ° � � `�'`�'`�C' K�r'�(dad, �c�sh�� ��ro ��Q3`3 !
<br /> a — � - Q — — — i— a a. � q »
<br /> — _ — �
<br /> - a � f� = Q — — ' � �_ � I , � a � Q Q � - � �- I T � � � 4 FTG. DRAIN � �42�� 4�4 T��O �;:425�fifi���208 r
<br /> � ^ � 1_ I '� I1—Ii
<br /> Q a ..a �R,-,� �Q � � e w ,, �U ��tk�ar�. �� ;;
<br /> �-�� � —� T � ___ � ,— � � — I � I I{�-1 I �=1 I I , - I I =11 =1 I =1 I I � =11 I—I � i-,I I I=1� :
<br /> � .
<br /> - - a � ►,--;=_�— E — I Ii_ I— � � ' � , �—� � ,=iii�i�f 4 —� � �- Q
<br /> » —� — = � —I = — _ � � �—� � �� �y o � =i�i=ii�����,;,� f �, o —�
<br /> 6 PATIO �-,-�-- I -,----��-��-----1,I � f -1��- �c� ��(i�I I (-,� � a � Q Q O
<br /> FOUNDATION WALL- � — � ��_ � — I—, � SEE STRUCTURAL -) {'� ^a ^a I^�_� -�_� ^s_� ^a_��I�-,� �� ^2�_� -,���a ^z �-�� �-� Q � O 5052 REGISTERED
<br /> -- ��� �—� � ��- FOR FOOTlNG SIZE ( (-I I I-I ( (-I I I-I I I-I I �-I I I-I I (-� � �,:I � � � SEE STRUCTURAL a SFE STRUCTURAL � ARCNITECT
<br /> (SEE FOUNDATION PLANS) a — I = � � FOOTING OF STAIR L1 , FOR FOOTING SIZE � '
<br /> �-�-------�--------------� - FOUNDATION WALL AND REBAR -� � ��I I I�� I 1=1 I 1="� ' �T� � 1=I I I=� � �T FOR FOOTING SIZE AND REBAR
<br /> SEE FOUNDATION PLANS AND REBAR � � �
<br /> ROBERT E. WEIBLE
<br /> ST,AIR AT PORCH E��E SLAB AT UNIT TC� CARACE STEP TYP. EXTR. �ARAGE WALL FTG. TYP. EXTERIOR WALL FOOTING STATE OF WASHWGTON
<br /> �7 g „ , „ 5 „ , �, � ,
<br /> 1-1/2r� = �t–o�� SECTIC?N ,–,�2 = , -0 4„ 4„ SECTION 1 1/2 = 1 -0 SECTION � ��2� _ ��–o�� SECTiQN
<br /> ��� �
<br /> UNIT .�' , . . GARAGE 8 '� __ °'
<br /> I , D1 ,'' , �" �
<br /> SEE FOUNDATION I TYP. COMMON WALL �� 8 ` S1M �-' P.T. PLATE -�`-�` �
<br /> PLANS FOR OSB SHTG. ��U)NG SPACE �2 2aA D1 �_ METAL 1 ' r. � � �
<br /> � D1 � � : FLASNING ~ �
<br /> FIN. FDN. NEIGHT .���SlDING '�' GARAGE r} � �: GARAGE UNIT 8 ' I UNIT � �'
<br /> .�
<br /> - �
<br /> R 10 RIGID
<br /> FACE OF CQNC FOUN ATION ��I�� ' z 4 z a � •Y� �
<br /> � I , D GQNCRETE . , . . 208 , , , ,,.; 20B D1 , �
<br /> � OSB T/S AB WALL IS AT CENTERLINE OF SLAB INSUL
<br /> � a = '- 2 4 2 4 � ' CONCRETE D1 W W D1 20A : i ' . ; 20A
<br /> , I Q Q COMMON WALL 2pg GARAGE SLAB rr � � CONCRETE GONCRETE D1 � � ; ; ; D1 �"
<br /> SHEATNING a u D1 CONCRETE � ' � GARAGE SLAB • �: ' � �
<br /> SHEATHINGA 2�' i, a
<br /> z s
<br /> � SLAB
<br /> ! PLYWOOD a � � %2" P.T. ° Q ¢ GARAGE SLAB �] : : ' 2 4 2 4 � :� : �
<br /> ' I I
<br /> I � >
<br /> a � I SIDING ! I PLYWOOD oa a . Q.I. Q . a. Q � � �
<br /> f a � � a q a q �l q �a
<br /> I I " I a a �1 Q Q � � w �
<br /> � ° I i a a � LIVING SPACE a a a � � Q a a Q (�t � �'
<br /> � P.T. TRAPEZOIDAL l I Q a � � a a � m �
<br /> I 1X4 SLEEPER AT � ¢ =I I I=� I � SEE STRUCTURAL � � � � Q "' �
<br /> 4 j � c,
<br /> a ' � 24" O.C. INSET � � �' ( II=III- n ° 4 FOR FOOTING SIZE � � � ¢ �'
<br /> � � lNTO FDN. WALL ° �- � � I-III-II ) ° i AND REBAR a Ll � a a a a � a a � �
<br /> Q; i I I 1=1 I 1=I a ° a Q -
<br /> o I I � Q ;I I I=I I I� a 4 T�SLAB ;-, Q � _..Q .,� ° � a ������°�„�„�U���.��„�����„���.�oU�„�.��U�,���:.,���„�.�������� � � .
<br /> � � aa — — ��—� �-� � �—, , � - - �-
<br /> i 4 � °� ' " �a ° � �,i� � �_� ( �_� � f— -i ��—� � �—� — — — —j ���T T I I— I I — �� � � � _ _ `� � o �
<br /> a ; �,-111=1 — � ` � � � � { ----_ — iI ;- -_ — �-��� -
<br /> , II.� � �III illi��ili _ - 1. � 1 _�i�III�� I���II1- ,�,�,_� ;, , _ � , , �, � - , , `, ,s�, � � o
<br /> a ►,;;I I 1=1 I I���I i 1= — � _ I I I _I I � � i—� � �_� � �—� i r—� i i—� � i=� � �—� � �_���—�`� i—��� .
<br /> a I���I I I I�I� � � 4 a —I I —I —I .—� —I —I —) —� —I - l � I I—� � �—� i I � � �-1 I (�� � �— � I i- �.,
<br /> - a �, , ,- ,� _.__ -, , ,_._., , ,- SEE STRUCTURAL o
<br /> ° _I I I-I I ITI a °4 a a a -) I (=I I I- FOR FOOTING SIZE z O
<br /> SEE 2/14, 3/14 & 6Jl4 �(-� � (-���- a 4 SEE STRUCTURA� AND REBAR SEE STRUCTURAL -�--�-
<br /> F OR B UILDING ENCLOSURE �I-I I I-I I I-) I I- - F O R F O Q T J 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 �_-� � I=1 I 1=) I I-1 I 1-I I 1=I I I-I ( (-1 I 1=1 ( (=1 I 1=1 I I- AND ftEBAR C O M M O N W A L L AND REBAR
<br /> SIDING c� CC�NCRETE WALL CC�MMON WA�L AT FDN. STFP COMIVI4N WALL FTG. UNIT-GAR. �CJO�TfNG GARAGE-GARA�E . � Q
<br /> 1� �� _ 6 C O M M 4 N W A L.L F T Q. U N I T U N I T � `'
<br /> 1-1 2» - ,�_o» ,. _ t �, � o » _ , „ �. , �, 2 ., , „ � �
<br /> / - PLAN 1 - 1 -0 SECTION , 1/2 — 1 -0 SECTION 1-1/2 = 1 -0 SECTION � 1/2 = 1 -0 SECTION � �
<br /> DOOR THRESHOLD RAISED TNRESHOLDS GREATER
<br /> SEE 17/D7 FOR BUILDfNG » �
<br /> ENCLOSURE DOOR & DOOR THAN Ya VERTICAL SHALL BE 2 � �
<br /> PAN DETAILS BEVELED WITH A SLOPE NOT � �
<br /> SIDING OVER PAVING - � � GREATER THAN ONE UNIT D1 ;; �
<br /> EXTERIOR SHEATHING SLOPE AWAY lI I F.O,S. VERTICAL IN TWO UNITS 'n � o N
<br /> � � 20B FLASHING EA SIDE ,�,�-� fNTERIOR INTERIOR v/ �
<br /> � 1Y2 x1Yz METAL FLASNING, � DOOR NORIZONTAL
<br /> � � o
<br /> � PLACE BEAD OF CAULK �
<br /> SLOPE PER FQN. PLAN D1 PAT1D/ j � j ���T 2pq ■_ �
<br /> � UNDER FLASHING ; GARAGE I I _ ,� D1 CONC. SLAB .,,�„�
<br /> Q a Q i __ ( a� SLAB-ON-GRADE SEE 20A � �
<br /> � � � � a a ADD RISERS AS � STRUC. FOR REINF. D1 � Q
<br /> i � 2x4 TRIM i � `
<br /> ; i ' � � � 'i i i�I a .. NEEDED. MAX � L� �+
<br /> �' s ` I li(il l Qa ° a RISER HEIGNT 7" a v �` � Rt T
<br /> /4 x 6 TRIM a a a a a Q � -� m V .
<br /> - � Q Q�Q . Q . Q Q 4 a = 3 �
<br /> 2 %2" GAP BETWEEN 2 � � � a a ° a a a a a a Q
<br /> � �
<br /> 4 TR�M AND TOP 4 :i a a r-----�Q - 4 � a a a Q � Q
<br /> � STONE VEN�ER ;I co z � ° ° ��I�IIII IIII�(IIII I�II=IIII=�I�f III`I %s:92LMIN. � 20B Qw � a a � �
<br /> ,:
<br /> � ; VI�vYL BOARD �' � ° a �III-111=11I=II1=,I11="' "—�1 %4:12 MAX. � D1 '� Q _
<br /> � ; & BAT�rEN SIDING .� � a I I I—f l l=1 l l-1 l l-1� -o.— i a a
<br /> � III-1I!—I��� a - _ - �= ii ��i—��i—ii ii—_ii ii— �� iii— ii—.ii— - ��—
<br /> W ; S1MUl�ATED � °a a "!"'T' � '—�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 I I��
<br /> : ' a a ° =' �I I_I I1—I f I I I I I I I I I I_�I I i I I-1 I I—I I' �; �
<br /> STONE VENEER �
<br /> 4 � �' =ii�_iii— — — -111ii�lll-ill,;,{Il��iill,_„III, JII,_„IIl�iilll- � '�
<br /> u I
<br /> � - i— — � — I I I I I=�\�I��—I�I I—I i I
<br /> ; B U I L D I N G P A P E R O V E R � I I-1 I 1, f I i-111=111T I I,;,I I I I I I—I I I a i I I I,=!I I=1 I I I I I—I I 1=I I I=11 F I R M B E A R)N G "' >
<br /> v' � SNTG/CEMENT BOARD, ,'i 4�" FTG I I( I I 1- I I I _I I-1 I 1-1 I(-1 I I�N I I=I I I
<br /> � � UNDER SIDING, TRIM � DRAIN SEE STRUC. FOR �-111=I�I Q �T� "'-t�
<br /> Q '��=1(1- Ll . �GOMPACT FlLL SEE S SHEETS FOR
<br /> > ANQ SIMULATED STONE. FOOTING SIZE AND „i STRUCTURAL INFORMATION •
<br /> �- R�INFORGEMENT 10 MIL. VAPOR BARRIER
<br /> � VINYL BOARD & SATTEN
<br /> z OVER BUILDWG PAPER ("` �
<br /> OVER EXT. PLYWOOD VARAGE SLAB & APRC�N 7 TH�.ESI�OLD � PATIO/GARA�E I NTERIOR WALL F���I N� a
<br /> ; SHEATHING ',I �� / �
<br /> � � 1" = 1'-0" 1-1/2" = 1'-0" SEC�TION 1" - 1'-0" CJ�����N �
<br /> � ' ! �
<br /> ' CEMENT BOARD OUER
<br /> ; EXTERIOR SHEATMfNG F; i FRAMING � �
<br /> � � i �
<br /> ' � �
<br /> � ; , �
<br /> ; V1NYL BOARD G. � � UNIT '�t �
<br /> I & BATTEN SIDWG �� ' FRONT DOOR O
<br /> �; ', � i i THRESHOLD OVER � � C
<br /> SfMULATED � SILL PAN AND j SEE S6.0 FOR � � 0
<br /> STONE VENEER INTERIOR FINISN , z „ CONNECTION �
<br /> ' ' NOT SNOW}V � 3%z CONCRETE SLAB METAL FLASNfNG I � '
<br /> I ' r• i � SEE DETAIL 17/11 � � Q� � N
<br /> ; BUILDWG PAPER OVER � SLOPE %a" � 20B � 1 �
<br /> I SHTG CEMENT BOARD ' � D1 RAILING SY OTHERS FINISN FLOOR 2� SLOPE � 5 � � G�
<br /> � PER FOOT � OPENING SETWEEN 1x PT SPACER �
<br /> � UNDER SIDING, TRIM � � D1 � tti �
<br /> z I '� z FDN. HT. RAILS NOT TQ - DBL 2X PT PLATE ��
<br /> � AND SIMULATED STONE. „ ,�
<br /> ; �, a PER 3�/z CONC. SLAB � xQ EXCEED 4 8" CLEARANCE � �. d � � 20B -
<br /> � : � � SLOPE PATIO SLAB z 8 � � � �
<br /> � , � , FDN. PLAN TO GRADE N Dt '� '�"� �
<br /> � � AWAY FROM BLDG. �- z s � ay �
<br /> � I � 1 GAP MIN. I , <I � \ � � '��°r �
<br /> .
<br /> a , I #..� � � � � � 1 � a � � Z
<br /> ° ` _� PAVING OR GRAD€ � � a -� - , � a ��� -� � , � � � � i - T. o�v e�� o L� I � �
<br /> �
<br /> � �
<br /> ��� ���—����—�� � � I �
<br /> � — — — _ _ a � � � �, � , — — i i— i � � � � .�.i �
<br /> —= __ � Q a � I �=� � �_� � � � ( � �=� � — � � 4 6 � ' — — - 1 .� �
<br /> I I I,�,I I I—I I I- � , . �. . .. .. .. ... . ... . ..
<br /> � a i i i—i i i— i i—i i i—i � � � ' ' �-1 I 1=1 I 1=1 I 1=! I I a 3" � � -1 I I�=1 O a . . .. � � �+
<br /> �
<br /> � �
<br /> �=I I I�:;-I � i:��I I I �-=i I � THICKEN SLAB TO -I I �� �� � � I 8» � � � Q �
<br /> ��I I I, A MINUMUM OF 2" � �� � � �
<br /> � I�� I � p GARAGE � fl.
<br /> VINYL BASE ST4NE VENEER BASE I I I � g'� G��GRETE FOOTlNG BELOW GRADE �pO i v � i �
<br /> SEE STRUC. SHEETS _I I SEE DETA(L 7/S6.0 WATEPROOFING "� O � � r
<br /> (SEE ELEVATIONS F�R SPECIFIC FINISH CONDITION) FQR FOOTING DETAIL i FOR REINFORCING
<br /> SEE 121D6 & 6/13 � �
<br /> Q
<br /> �
<br /> WATERTABLE BASE FINISH PQRCH EDGE DETAIL Q �
<br /> ON-GRADE PORCHIPATIO SLAB THRESHOLD AT FC�UNDATIUN o 1°hNo.: 13-47
<br /> 20 16 12 � _____
<br /> T
<br /> 1-1/2" = 1'-0" SECTION ,—��2" = 1'-0" 1-1/2" = 1'-0" SECTION , 1/2" = 1'-0" SECT�ON � SheetNo.:
<br /> �
<br /> � D �
<br /> Sheet Order: A B U � R E S D I �
<br /> T
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