|
D1M. PT. DIM. PT.
<br /> �� DIM. PT.
<br /> 3%2" CONCRETE SLAB 11" 11" UNIT 3 GARAGE P.T, PLATE ;. p� P.T. PLATE � 1
<br /> PORCH 3�j2" SLOPE TYP. ��� TYP. I
<br /> �.
<br /> 20A � _ D1 FDN. WALL STEPS j FLASNING UNIT ; D� METAL
<br /> METAL GARAGE SEE FDN. PLAN ( 2QA I FLASHING
<br /> CONCRETE STAIR D1 - , FLASHING � EXTERIOR �
<br /> � a � X CONCRETE P.T. NAILER ; 20B �, 2 - 6 ;� I D1 �
<br /> n SEE FDN. PLANS �� » � = R-10 RIGID � � EXTERIOR
<br /> —, ¢ a SLAB 2 x2 MRX. ;' 2 --' 6 INSUL. D1 w 2 s , , ,
<br /> I I -� � � Q EXPANSION JOINT " � LOPE GRADE z Q ' ��
<br /> , �
<br /> I � i TT
<br /> � ��, .
<br /> '� v AT CONNECTION �z WAY FROM � � SLOPE GRADE z y �
<br /> r
<br /> _— ; � a a �/ � vi o 20B Q . � UILDING � o a Q AWAY FROM � n � i
<br /> --� — �T I � Q a �z D1 GARAGE a a a BUILDING �
<br /> _ a WALKWAY 2QB a y� S AB � a � --- ¢ � � _ _ ' e , {�
<br /> a �, D1 Ll � � I I-����I� � � a - - ;,� � � � � � � � ;1 :
<br /> - — i =� S�E C DNTEPLANS Q � a a a i i� -I I � � � . �-I I I-I I � � � � � � � � � � r � �
<br /> — a 3Y2 SLOPE o I-I��- ¢
<br /> - I � � I
<br /> -- I �, - IGID
<br /> �— !� � � -- ------ q a a Q U L
<br /> - � WSUL IGID
<br /> _ R =
<br /> 1'� ', 5�` i� �:�> �''
<br /> a •
<br /> N
<br /> —
<br /> ___ -�----------=--�--- -------------------�-^--------------- �.
<br /> � � � � NS10 R 25 ��tz#��� i�qy� �`�r��e 2�`� :
<br /> _ �b`�b`��`�� � F
<br /> - - a
<br /> _ � �1 � �T � _ a a >, z I����ta�d Y�c�sk�����a€� �BQ��
<br /> , >
<br /> -- � — a l�Q _ E� Q — — — — o � Q q � 0 4 FTG. DRAIN � o a 4 FTG. DRAIN z � ������7��� � ��5 6�� ���� ;
<br /> — a 4 — _
<br /> - ° — I Q � i — 1— �— - ( �- a,_��a,=��o_�g ��,� o a o , _ � _ ° � =l I 1= I 1= I {= I�� ° � `;;`i��� �r����i4b}�`a�n��a��h�,���.
<br /> ^�= a � 1=1 I f�l I I—I I 1—_ I I —I I`�= —
<br /> _ a � — � — — —� � � r � �—� � _ _ II —III Q =1I1=I � I;,IIIi��I � �
<br /> _ , — — � I= E— �;iii=�i i =iii=i i i=i��;i � ., ,
<br /> 6" PATIO ,_,.�..����-,--,�--�,_��-� —4 — ��, I ( � � ( -����' �� ��i i I I��-, ( � � I- 4 � a OO
<br /> � — =� —I SEE STRUCTURAL -� I� -,�_,., � � � W I I ( � O a 5a52
<br /> � { R 1r,a g Q .-,� „Q „R ,-.o .,R „a ,-.��-,a ,-,R ,-{,9 „� � �� R EGI STER ED
<br /> FOUNDATION WALL - � -'� f - FOR FOOTING SfZE I I-I I I=1 I I=I I I=I I I=,I ( I-1 I f=I I ( ,-I I I; � �R � SE� STRUCTURAL Q � FOR FQOTING SIZE � ARCHITECT
<br /> (SEE FOUNDATION PLANS) a f , � FOOTING OF STAIR �
<br /> -----=-----�J----�� — - FQUNDATION WALL AND REBAR -� I I f ) � I I 1=1 I I- � ' -� f �-I I I-� � - FOR FOOTING SIZE
<br /> SEE FOUNDATION PLANS AND REBAR AND REBAR � �
<br /> STAIR t�T PORCH E�GE SLAB AT UNIT TCJ GARAGE STEP TYP. EXTR. CARAGE WALL FT�. TYP. EXTERIOR WALL FOOTING ROBERT E. W��B��
<br /> 17 9 5
<br /> _ _ � STATE OF WASHINGTON
<br /> 1-1/2" = 1'-0" SECTION ,—��2" = 1'-0" 4„ 4„ SECTION 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-0" SECT��N
<br /> � � ,.,
<br /> a.; �
<br /> UNIT GARAGE 8 � � I �'
<br /> D1 ;f, �" �
<br /> I � 10� 8 � � !�� � SIM �� � ��'� '� P.T. PLATE �`�'` '
<br /> SEE FOUNDATION i I TYP. COMMON WALL D2 20A D1 METAL -�'' "'
<br /> QSB SN TG. �
<br /> D1 � : , FLASH(NG : �
<br /> FIN. FDNA HEIGHT I LIVING SPACE � ' ; . GARAGE r �� � ,f:, GARAGE UNIT 8 � � UNIT �
<br /> •I'-`'�SIDING , i . R-1Q RIGID 20B .�I:� z 4 z 4 i •,�•; 20B D1 : ; �� „�
<br /> , FACE OF CONC FOUNDATION CQNCRETE
<br /> � TfS AB WALL IS AT CENTERLINE OF SLAB INSUL. CONCRETE a� � � D1 20A � ' ' I , 20A
<br /> OSB 4 z � 2 4 z ai W a w . . � �
<br /> P.T. WALL, 2 s � SNEATHING � ' CQMMON WALL , 20B GARAGE SLAB rr � CONCRETE CONCRETE D1 � � � I I ' D1 ,,.
<br /> " Q I w �� CONCRETE � j GARAGE SLAB SLAB
<br /> SHEATHING Y2 ° a ,
<br /> � I PLYWOOD a . I � %z" P.T. a I � Q GARAGE SLAB Q � � 2 4 2'�`.4 z
<br /> ; � I � PLYWOOD ,:: ' > a , �;
<br /> a � SIDING a � � a °�1 Q Q a .., Q 4� Q Q �l Q c �
<br /> a � � �
<br /> I a � I Q � °a 4 LIVING SPACE Q � � a a n a a � Q Q � �v " ,�
<br /> m �
<br /> I I � � � � � - � a 4 � ¢ �
<br /> P.T. TRAPEZOIDAL I � I
<br /> ,; I 1 X4 SLEEPER AT i ¢ =�I I=I I ° SEE STRUCTURAL � a � Q �
<br /> _ _ Q J
<br /> » � � a . FOR FOOTING SIZE � � a � � � �
<br /> a ; � � -i I I=I I I— ° ° ` a � a .�
<br /> 24 O.C. INSET , , o a Q Q � �
<br /> � I INTO FDN. WALL ° �- � z I-� ( I I I I 4 ; AND REBAR a Q v a a � a v �,, �
<br /> �I � { I I=1 I 1=1 a a D � o .- �
<br /> D j � Q ;I I f=I I I— a Q 4 T/SLAB _ ° a r � - �-�6 � ���°o„�,.� ��,�u�����,�v�.�Qu�v���,.�.,�„������,, �„ �
<br /> ; � o
<br /> ��i , Qa — � ��rz��r�-���P ��, � � � � o , o � , �
<br /> °- � a ° a I I;—I ' IT( I 1=1 I 1=� -� � �,� � �_� i i=i i i=i i i—i � —� � �-� � i-i i i= i i—i i i—i i i—� >>� � �
<br /> ,i ' � 4 `° � �;:I I I�I � ,—!—"=�� _ � � — � _ " � ��-
<br /> � � � r � � _ —i � r=1l1=�i�— �—� � I=l11=�ia— ,�,�, , � —, ��—� � �—� � �, � i �_�ii_; , , , , �
<br /> a "' � I 1=111— ►-1 I 1=1 I I—I I I- � _ �— i i—i i�i,—i i�i—i i �—i i��—� _
<br /> �=1 I 1=1 I I ° a � �—� „—,� —, _., =i , ���=i i�_���- , , ,—�;�=iii=��� �
<br /> a Q ��I I ,_, ,I =I 1-I —I —1 ,;,I ,�,I =I SEE sTR�UCTURAL � � �
<br /> I I I � FOR FOOTING SIZE
<br /> _� � �_� ( (_� a °a Q a a - - ( �- �
<br /> SEE 2/14, 3/14 & 6/14 a II I I I=II I- 4 ° SEE STRUCTURAL AND REBAR SEE STRUCTURAL
<br /> FOR BUILDING ENCLOSURE FOR FOOTING SIZE FOR FOOTING SIZE
<br /> � 1=I I I=I ( (=I I I- - - AND REBAR AND REBAR
<br /> SIDING AT FDN DETAILS i={� �-I i I-I I I-1 I 1=1 I 1=) I I-I I I=1 I 1=1 I 1=1 I 1=� � �= COMMC�N WALL
<br /> SIC�ING c� CC.�NCRETE W/�LL � �
<br /> Ct�MMON WALL AT FDN. STEP �OMMON WALL FTG. UNIT-CAR. � FQ�TING GARACE-�ARACE � COMMON WALL �TC. IJNIT-UNIT � o
<br /> 1� 1�4 10 � N
<br /> 1-1/2" = 1'-0" PLAN ," = 1'-0" SECTION 1 1/2" = 1'-0" SECTION 1-1/2" = 1'-0" SECTION � 1�2" = 1'-0" SECTION �' P
<br /> DOOR TMRESNOLD RAISED THRESHOLDS GREATER
<br /> SEE 17/D7 F�R BUILDING THAN Ya" VERTICAL SHALL BE 2 � �
<br /> ENCLOSURE DOOR & DOOR BEVELED WITH A SLOPE NOT
<br /> SIDING OVER PAVlNG - PAN DETAILS � � F � S GREATER THAN ONE UNIT �� � � a
<br /> �
<br /> ' EXTERIOR SHEATHING � SLOPE AWAY 2QB FLASNING EA SIDE ��� VERTICAL 1N TWO UNfTS � � � � g N
<br /> DOOR NORIZONTAL INTERIOR INTERIOR o O � o
<br /> i � 1Yz"x1Y" META! FLASHING � �� U
<br /> � � � SLOPE PER FDN. PLAN PATIQ/ � � � UNIT 2 0 A ��
<br /> � � PLACE BEAD OF CAULK 1 GARAGE I I _NX p� CONC. SLAB .�
<br /> , UNDER FLASNING ; o f I �,Q SLAB-QN-GRADE SEE 20A � _
<br /> ; ; ° � a ° a ADD RISERS AS � -� � � STRUC. FOR REWF. p� `� Q
<br /> i 2x4 TRIM i oo � i i� -��� I� a . NEEDED. MAX a �j ++
<br /> J L � ..a - � . � � - . . - � � . RlSER HEIGHT 7" � . � . a � - . a � . . : . . � � T
<br /> �s�4 x 6 TRIM ;, I I(�� ° a Q a a a � a . Q Q � m U
<br /> a a q 4 � . � Q
<br /> � Q � � 4 . . a �� . . � . , � o
<br /> i
<br /> � 2 �/2" GAP BETWEEN ' 2 'I a � r------- — � aQ � � 4 a a Q � � � o
<br /> i',, 4 TRIM AND TOP 4 .. 4 ° - v�Q a a 4
<br /> � � STONE VENEER � � a ° I =11 =1f=11 =1 =I =I1 =I! SLQPE I � O
<br /> z 1 f' �o z �/s:12 MIN. � 20B Q a a Q � ° LL
<br /> o , � � a I-I I f I I I I I I_1 I I�I I I,;,I I I,;EI I I- � ��
<br /> - � a -I I I-I I I I I I=1 I I-l I i= i I %4:1 2 �A X. Q 1 �, a Q
<br /> �. , V�N Y L B O A R D a II I III_ II I-I II-I!' --• � °
<br /> ' & BATTEN SIDING
<br /> W � �' � a a ,I I I���I I I���' a - - - - - �- ��- �_ ��_ i�_��__��- ��- ��-��- ��_��- - �i-
<br /> ,; ! � SIM U LA TED � � � �I I I!I_I I I !I i-f I I-I I I-I I(-I I I-I I I-I I I-i
<br /> ' Q a a ° Q a �������� �-, T�I I 1-1 I 1-1 I I-1 I I-I I I;I I 1=f I I-I I!=f I' v .a
<br /> � � sTONE VENE�R r� a � `� � I I I=l I i,..I I I�I I�I� I I 1=1 I� I I!_� � i
<br /> � � � -)�'��� �l � � =1 I I— �� �1 i– i i� � �i i I I{_ v, �
<br /> - -_ , I = — I = ` I I I l I—I I I—I I i—1 I I—I I I=I I I— FIRM BEARING
<br /> w � BUILD►N� PAPER OVER ' 4" FTG. I I-I I f=l I 1=11 I�I I I- �I,;,I I i�l I1=1 I I a �=11 I�I I f--1!I=I I I-I I 1=1I I;I I
<br /> � � S H T G/C E M E N T B O A R D I , I I I I I I- =1 I I- I I-I I 1-1 I i--1 I I-I I f=I I I
<br /> '� ' ' ' DRAIN SEE STRUC. FOR �-1 I 1-I I I_ a �� � � "'-�� SEE S SHEETS FOR
<br /> � UNDER SIDING, TRIM "
<br /> > AND SIMULATED STONE. FOOTING SIZE AND �f�=��`�_,i Q COMPACT FILL STRUCTURAL WFORMATION
<br /> REWFORCEMENT L� 10 MIL. VAPOR BARRIER -
<br /> �
<br /> �--- �
<br /> � VINYL BOARD & BATTEN �
<br /> z OVER BUILDING PAPER GARAGE SLAB & APRON 7 THRESHQLD PATIO/CARA�E INTERI4R WALL FOC�TING �
<br /> OVER EXT. PLYWOOD ; �� ! �
<br /> � SNEATNING
<br /> 1" = 1'-0" 1-1/2" = 1'-0" SEGTION 1" = 1'-0" SECT��N
<br /> ;
<br /> , �
<br /> � CEMENT BOARD OVER �'' FRAMING � �
<br /> � EXTERIOR SNEATNING �� �, RS
<br /> � � � �
<br /> �
<br /> �
<br /> � VINYL BOARD t. FRONT DOOR UNIT � �
<br /> �i & BATTEN SIDING � THRESHOLD OVER � � � O
<br /> SIMULATED � � SEE S6.0 FOR � � O �
<br /> � STONE VENEER �� » METAL FL SHIN�G I �
<br /> WTERIOR FINfSH z � � CONNECTION
<br /> � � 3�/2 CQNCRETE SLAB
<br /> NOT SHOWN
<br /> �_���`"� BUILDiNG PAPER OVER � » N SEE DETAIL 17/11 � _ �
<br /> 20B �. � � � �
<br /> � SLOPE /4 p� RAILING BY OTHERS FINISH FLOOR 2� SLOPE � 5
<br /> � SHTG/CEMENT BOARD, PER FOOT — OPENING BETWEEN -—---—-—-—-—
<br /> 1x PT SPACER D1 � � �
<br /> � UNDER SIDWG, TRIM DBL. 2X PT PLATE � �
<br /> 2 i ; 2 FDN. HT. RAILS NOT TO
<br /> � AND SIMULATED STONE. �' —_ , . » » p � �
<br /> � a PER 3%z' CONC. SLAB -�, x EXGEED 4 8 CLEARANCE o 20B ' �
<br /> ; ; a _ � ¢ � SLOPE PAT10 SLAB � 2 --$ � a-' L
<br /> ; � C FDN. PLAN AWAY FROM BLDG. �- � z a
<br /> M � TO GRADE N D1 � i _
<br /> �i i " � � i " R � � � �
<br /> � 1 GAP MIN. E ° a
<br /> �-
<br /> a , �
<br /> � T � ( ' � L I � � �
<br /> ° ' _� PAVING OR GRADE � - , , - — ��� ��'1
<br /> � _ —_, a � , � -� � i � '!. � � � i � a ,�
<br /> I I I—I I I—i I I—I i � - _ — , ,—, � ..� W o
<br /> _ _ _ _ — _
<br /> °a , � I 1=1 I I�I I 1—1 I 1=1 - a 6" ' I I 1=1 I 1=1 1 1= � � ��' �
<br /> a i i i=i i i= i i=i i�=i ' ' a�,I I 1=1 I I— —` ! ' ' . . . .. . �
<br /> , _,��=1 I 1=I1 O�
<br /> I I 1—I I � a 3' - >+
<br /> -I ( I,;.� � I i�I I I�� � T H I C K E N S L A B T Q =1 I I� �� l g,� . �' � � O
<br /> I�I I I A MINUMUM OF 2" � GARAGE � � �
<br /> � (=I I BELOW GRADE �Q I � � �
<br /> VINYL BASE ST�NE VEI�IEER �ASE C ; � a 8.. CONCRETE FOOTING �� � � , �
<br /> SEE STRUC. SNEETS � f SEE DETAIL 7/S6.Q �
<br /> (SEE ELEVATIONS FOR SPECIFIC FINISH CONDITION) FOR FOOTING DETAIL i FOR REINFORCWG WATEPROOFING 0 O �'
<br /> SEE 12/D6 & 6/f3 � �
<br /> Q
<br /> u
<br /> n �.�.
<br /> '111/ATERTABLE BASE FINISH PORCH EDGE DETAIL ON-GRADE P�R�HIPATIO SLAB THRESHQLD AT F�UNDATIQN o JobNo,: 13-47
<br /> 20 16 12 8 T
<br /> 1-1/2" = 1'-0" SECTION �-��2" = 1'-0" 1-1/2" = 1'-0" SECTI�N � 1/2" = 1'-0" SECTION G SheetNo.:
<br /> �� ��
<br /> �
<br /> Sheet Order: A � U F � E CJ � � �
<br /> T
<br />
|