|
DIM. PT. DIM. PT.
<br /> �`` DIM. PT.
<br /> PORCH 3�/2" CONCRETE SLAB 11" 11" UNIT - 3 GARAGE P.T. PLATE D1 � 1
<br /> • � P.T. PLATE
<br /> 3Y2' SLOPE TYP. TYP. D1 ' � � �
<br /> �:
<br /> � � ' 20A FDN. WALL STEPS � I METAL. UNIT � � D� METAL
<br /> �-- METAL GARAGE I FLASHING �
<br /> �� �� SEE F�DN. PLAN I 20A ; FLASNING
<br /> 1 - CONCRETE STAIR FLASHWG � EXTERIOR �
<br /> a a "' X CONCRETE P.T. NA(L�R 20B � 2 s ,; � D1 � �
<br /> _ _ � � SEE FDN. PLANS SLAB 2"x2" MAX. R-10 RIGID D1 w 2 6 ; EXTERIOR
<br /> — � —I —� " _ �- EXPANSION JOINT . z s .: INSUL. �
<br /> >,� a ,� `� LOPE GRADE z z ` 3�
<br /> - — a AT CONNECTION �z WAY FROM � 2 Q SLOPE GRADE � �
<br /> -- — � a a � �� 20B a � UILDING � o a AWAY FROM � ' � ;, ' �
<br />,
<br /> - — a
<br /> a w D1 a �, a BUILDING � �
<br /> - _ Q a Q 2p B a a Q ¢� SAAB GE � 4 a a -' � � , '
<br /> � WA�KWAY �I I I=I I I=,I I � ° a — �- � � � � � � � � �
<br /> CONCRETE STAIR
<br /> - —I — a 3Yz SLOPE a � a a �-� � Q a , r
<br /> _I — SEE FDN. PLANS a _ . a I i i,I I 1- � (-I ( �-
<br /> - — ( � �-—1���� �
<br /> a . ° _ � ;�` � � � � ; � � 3�
<br /> a �
<br /> — — — � �
<br /> i— — �_-- --°------------a--- ------------------------------ ------ a a I N S . N � a R 10 I Gf D ` � ; � �
<br /> ^ � - R °
<br /> I 2� ;CentK�Y[ �/c� , ��r�te•210 '
<br /> -� 1 � �1 r �l � _ d a --------- o Q Q a a � „ UL `�b�`�� INSUL. �,,
<br /> � � �a — Q — — — a Ll a 4 �TG. DRAIN g a K���(�n�d, �5�s��rt�torti ��a�33 :
<br /> 4 FTG. DRAlN P 42 �4 7�
<br /> � a I� — — ' � � � a � Ll Q - - � � ,t i �;�{4 = �� �`,���6S���Q�
<br /> — I I � o — —_TT�� � = � �_ a,�R �a,�� �a,r,a ..Q,� o , - - , °° �= f !- I I 1 I I� I � _ ��6��r��',r��f��a�it�tpr����t�
<br /> _ a f i� i_ (_���-f f �_� ( �-_ o
<br /> — ° �__ ;I-;—(: E—_I �—_ —� � ' � � � � � 1=lil=l!I II ��il II II �I� E , 4 11f—i ► I�����ill�' a °° , . ..: t �
<br /> .
<br /> — —�
<br /> ,� --' - � -�-!�-_-�-�.�=T,i��---��� � �, � � � �-� � ��i i i� � - � �� i i ��;�i i i,;� � �-� � ��� Q � , o � �0 5052
<br /> . 6 PATIO '
<br /> FOUNDATION WALL - — -�- i (—I SEE STRUCTURAL -I �' �-�2�-^R �I�^� ^A �� �-�I^� ^a!�^ =�^� ^z�^a --R,^� ^�,� �� 4 REGISTERED
<br />' —I ' � �- I � v'-, SEE STRUCTURAL 4 SEE STRUCTURAL Q ARCHITECT
<br /> _ �-T � �--� FOR FOOTING S(ZE I ��-I ( (_� I !-f I I;��f i f,( I I i�I I I I=I I (-� I f- L� . FOR FOOTING SIZE �
<br /> (SEE FOUNpATION PLANS) a — , _ FOOTING OF STAIR
<br /> -----�------------��_--� - FOUNDATION WALL AND REBAR I �-I I (-1 I 1-1 i I --� � 1=1 I IT . FOR FOOTWG SIZE AND REBAR
<br /> SEE FOUNDATION PLANS AND REBAR
<br /> �
<br /> ROBERT E. WEIBLE
<br /> STAIR AT PORCH EDGE SI.AB t�T U�11T 1�Q GAR�GE STEP 1�YP. �X�R. �AR�GE WALL FT�. TYP. EXTERIOR WALL FC�t�TINC STATE OF WASHINGTON
<br /> 17 g 5 �
<br /> 1-1�2" = 1'-0" SE�T��N 1-1/2" = 1'-0" 4„ 4„ SECTION � 1/2" = 1'-0" SECTI�N 1 1/2" � 1'-Q" SECTION
<br /> �� _ '
<br /> f ,: -�
<br /> UNIT , _, , . GARAGE 8 , G �
<br /> , D1 �' , f. �., a,
<br /> SEE FOUNDATIQN � OSB SHTG. ( TYP. CQMMON WALL D� 20A p METAL SIM. �� ' P.T. PLATE \ �`�` _ �
<br /> �. L
<br /> D� FLASHING � i. � � ���-� g ' UNIT �'
<br /> PLANS FOR LIVWG SPACE " � � , , � . .�
<br />. FIN. FDN. HEIGHT ��SIDING � R-10 RIGID GARAGE , i:: GARAGE � .
<br /> � , FACE OF CONC FOUNDATION CONCRETE _ , I . 20B �� �� � z 4 2 a � ; 20B D9 �
<br /> � �Sg T/S AB � WALL IS AT CENTERLINE OF SLAB :: . . INSUL CONCRETE D1 cn cn D7 20A . :�� ; ; 20A
<br /> P.T. WALL � � ' COMMON WAl..L ' ' 2 4 2 �� � ` w a `'--' CONCRETE ,
<br /> SHEATHING Yz a � Q � <c ' Q GARAGE SLAB CQNCRETE ; . (i , �
<br /> 2 ,�6 � �SHEATHIf�G a , 20B GARAGE SLAB � � D1 � ' D1 `^
<br /> a w �� CONCRETE > > SLAB v
<br /> �' I PLYWOOD a I I '/z" P.T. ° � Q Q GARAGE SLAB Q . . '; 2 4 2 4 � � . �
<br /> � I � > � _ N
<br /> I I PLYWOOD a. z �
<br /> a I SIDING � � o a a . a Q I a � v Ll
<br /> ia �. � a L1Q ' Q Q 4 4 �g � °,u �
<br /> I Q ° � � Q - ° Q a LIVING SPACE Q � a � Q v � � a Q a Q I� m �
<br /> P.T. TRAPEZOIDAL I i � E-W- - - a �. � � a � � Q d Q �1 4 �
<br /> J '�
<br /> I 1X4 SLEEPER AT ' I � -III-"II SEE STRUCTURAL � �" a �
<br /> >, I I � ° a � � 4 F- L] �
<br /> � ; � 24 O.C. INSET 4 � � o I I I-�I (- 4 FOR FOOTING SIZE Q
<br /> INTO FDN. WALL � � z C-I I I-) I I ° AND REBAR Ll � a a � � a � �
<br /> p a I z �, -I I I=I I I=I i a `' , ' ° a � a Q ° a � v " � �
<br /> � ¢ ;I I I—I I I— a 4 TfSLAB � � ,-,� �� ���„����o�,���„V��„�„�„� ��,�.�o��,��.�� �+
<br /> . � �a a — — � �r-� �=�� �=�, � ��� �. � � _ ,� ��„v����.�.�.,�.�....�..��,�
<br /> ' ° a �° � '►-1 I I-1 ° °a a I I-111=I I I-1 I f= � �����,�� , ,� � �-� � i-;;i i i=i i i—� i i=i i i=� � � � �' �'a ' o �
<br /> � T��i��iiii=iii��,iii-- -� i �= �=i � �— � ,�� �—� � � — �� > > � � � � � � �� > > � � �, � ��
<br /> a �' i l I�I I I_ � � a� � � ' �;;I I I�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—i i i—i i�—i i�r—� � i
<br /> �=I I I=!I I a a a — — E-1 i ,;,I —) 7—� �=I I I�:������,�— ,—+ - SEE STRUCTURAL � -) I a-� I � -i I I�) ( I- � � � � �
<br /> � i
<br /> ° �I I (�I ( I�I a °4 � . � �T� I (_ FOR FOOT(NG SIZE �
<br /> SEE 2/14, 3/!4 & 6/14 I I=I I (=I ( I � a � � SEE STRUCTURAL ANQ R�BAR SEE STRUCTURAL - �- -
<br /> FOR BUILDING ENCLOSURE �1-C I I-I I I-) � (- - FOR FOOTING SIZE FOR FOOTING SIZE
<br /> " SIDING AT FDN DETAILS �-��(_�j I=) I I-1 ( 1=1 I 1=I I (--I� I-I I 1=1 I 1=111=1 I I- AND REBAR �(�n/1�/��� WALL AND REBAR
<br /> vtv �� rt -� �
<br /> SeDINC c� CUNCRETE WALL COMM�N WALL. AT F�N. STEP CC�Ii�1�1C��! WALL FTC. U�I[�f-CAR.. F����N� GARA�E��AR�.�E COMMON WALL FTG. UNIT-UNIT � �
<br /> � 8 _ 1�- _ � p _ 6 2 N
<br /> � ,
<br /> 1-1/2" = 1'-0" P�� 1 = 1 -0 SECTIQN 1 1/2 = 1 -0 SEC���� 1-1/2 = 1 -0 SECT�ION 1 ��z = � -o SECTION �
<br /> n � » n r tt fv � n n � » C T
<br /> d
<br /> DOOR THRESHOLD RAlSED TNRESHOLDS GREATER
<br /> SEE 17/D7 FOR BUILDING THAN Y4" VERTICAL SHALL BE 2 � �
<br /> ENCLOSURE DOOR & DOOR BEVELED WfTH A SLOPE NOT �.
<br /> PAN DETAILS s-
<br /> SIDING OVER PAVING - � � F.O.S. GREATER THAN ONE UNIT D1 � ;; �
<br /> EXTERIOR SHEATHWG SLOPE AWAY II I VERTICAL IN TWO UNITS r� o N
<br /> i i 2QB FLASNING �A D O'O R � HORIZONTAL INTERIOR INTERIOR v/ � o
<br /> , 1Y2 x1Yz METAL FLASHING, ,
<br /> S l�O P E P E R F D N. P L A N D 1 PATIO I � � � U N i T 20A ■� (,
<br /> � PLACE BEAD OF CAULK �
<br /> ; UNDER FLASHING ; GARAGE I I _ ,� p� CONC. SLAB .,�,�
<br /> I I �"<c SLAB-ON-GRADE SEE 20A � �
<br /> ; 2x4 TRIM � _ z " :. ° � ° 4 ° 4 ADD RISERS AS � --� �� STRUC. FOR REINF. 'I'�
<br /> D1 Q
<br /> i m -'i��-� NEEDED. MAX �� Q :F.r
<br /> , 5 L i � F��i�) Q a .. _ � t�f
<br /> � /a x 6 TRIM �� � a a ° a RISER HEIGHT 7" a a . .
<br /> a
<br /> a 4 a � � `� C)
<br /> 2 2 ; 4 a 4 � Q � 4 L1 Q 4 � �' � �
<br /> 4 q
<br /> �/2" GAP BETWEEN Q ,, �------- - � �a ° a ° a Q � � o a
<br /> 4 TRIM AND TOP 4 ' ° U,¢ a 6 ° a � O
<br /> tn � STONE VENE�R ° a SLOPE I '-�-'
<br /> ,'I I —I i—I I -1_-1 �I_�=1 �-!I ��- a � Q �.�..
<br /> � ; VINYL BOARD � � � 4 � �I=���=���-��I-I�I ������,��I,,�III- �/a:12 MIN. � 20B �W a
<br /> I I I—I I I—I i I I I 1-1 I —i I %4:12 MAX. D1 �, a a
<br /> ¢ ' & BAT�EN SIDfNG �� ° I I I—I I I—I I 1—1 I I,=1 i' -.� � ° _ ' _
<br /> � ; , fll_I11,=��' a - - ,= ii Gi—�i— ii—ii ii �i—i1—�i— fa— ii_
<br /> � � S I M U L A T E Q "4 ° " "'— � ' �I I I f I f I I�"I I C i I I-1 I I I I I=I i I=I I I=I I I=�
<br /> � ° � � � � � � ��I I_I I I� I I I—I I I I I I_I(I-1 I 1—I I I—I I i�I I �; a
<br /> - .,�; �
<br /> W ; STONE VENEER ° 4 ° ����`� � -I I I—I f 1-1 I 1,=f i I=I I 1=I I I- I I I�I I I=I I I- a 'L
<br /> w i �'� a Q
<br /> ?��'?�a�?��1�'72�'l -�I I '� I f I- �Ti—� i i�-1 I I-
<br /> � :� - - - - —I = — i I—I I i I I i—i i i—i i I—I I I—I I I FIRM BEARING � >
<br /> � i BUI�DING PAPER OVER „ I I-I I I�f I I-1 I i=1 I f= I I !I I f J I I I I _� I I I I I 1=1 I I=1 I I I l ITI 11=I I
<br /> ,�, , SNTG/CEMENT BOARD, 4 FTG. � �"-l I I-�I I- � -I I I-'((-1�I.=1 I(-1 I I-I I I��`I I�
<br /> � ' UNDER SIDING, TRIM `��� DRAW SEE STRUC. FOR �,��C���I I�1� �l Q '�COMPACT FILL I SEE S SNEETS FOR
<br /> > AND SIMULATED STONE. FOOTING SIZE AND -„i -- STRUCTURAL INFORMATION
<br /> �- REIN�ORCEMENT 10 MIL. VAPOR BARRIER
<br /> T �si
<br /> � VINYL BOARD & BATTEN 1 HRESH�LD c� PATIC�/GARAGE �
<br /> T OVER BUILDING PAPER VARAGE �LAB c4� APR�N 1NTERIOR WALL FO�TING cv
<br /> OVER EXT. PLYWOOD �� � �
<br /> iSHEATHING + i 1 = 1 -0 1-1�2 1 0 5�����N 1 = 1 -0 SECTI�N �
<br /> i � » , » „ _ ,_ „ » , n
<br /> ' I s � �
<br /> 0
<br /> ' CEMENT BOARD OVER FRAMING �
<br /> ; EXTERIOR SHEATNING i��
<br /> � � �
<br /> � `' ,
<br /> ' VINYL BOARD G� � - ( UNIT >
<br /> � � FRONT DOOR �
<br />, �& BATTEN SIDING , � � �
<br /> ' " ) THRESHOLD OVER �
<br /> SIMULATED ' � � SILL PAN AND i SEE S6 0 FOR � �0 U
<br /> � S�fONE VENEER � WTERIOR FINISH � � „ METAL FLASNING I �
<br /> � �` � NOT SHOWN 3/2 CONCRETE SLAB CONNECTION
<br /> �� ! � SEE DETAIL 17/I1 � � Q� C '�'�
<br /> ` � BUILDING PAPER OVER I �. 20B � I �- f/�
<br /> � ; ; SLOPE �/4 Q� RAlLING BY OTNERS FIN)SN FLQOR 2� SLOPE 5 �
<br /> _.. � SNTG/CEMENT BOARD, PFR FOOT 1x PT SPACER � � N �
<br /> ;, ; : OPENING BETWEEN
<br /> UNDER SIQING, TRIM ' _�T^-------T I �� � Q �
<br /> � z I ; z FDN. HT. RAfLS NOT TO _ DBL. 2X PT PLATE
<br /> AND SIMULATED STONE.
<br /> ; a ��� 3%z" CONC. SLAB � x EXCEED 4" " ' � � �
<br /> , Q PER N 8 CLEARANCE � 20B ' � �a
<br /> , ; M � TO GRADE � � SLOPE PAT10 SLAB � 2 . a � � � �
<br /> FDN. PLAN cv D1 � � �
<br /> a �I I 1" GAP MfN. �j ° Q I � I AWAY FROM BLDG. �- �, z s R Gi o
<br /> � _� , � - � I � I I I � ; �
<br /> Q � PAVING OR GRApE '' a _ � � , � � 1 � � ,I - _ i �__ _�, � � ' � O W �
<br /> I I I—I I I_I I I—I � -' ' '
<br /> � i � � �-(- a � o
<br /> - - - _ _ _
<br /> a 6�� � —=i i i���-� � � = �,
<br /> .
<br /> °a � i I=! I 1=1 ! I�I I 1=11 = q 3 , ,I I I,;,=I I 1- �
<br />, a iTi=i i i= i i=i i i=i ' ' �;�I I 1=l I I i I I 1=1 I I '� — _� � �_� � o >, �
<br /> _I I I;I 1-1 I I_ I — = oo� � � �
<br /> � ��I ( I THICK�N SLAB TO -� ( I i � 8» . � Q
<br /> � ��I I A MINUMUM OF 2" � GARAGE � � �
<br /> VINYL BASE � � i I a 8„ CONCRETE FQC7TING BELQW GRADE �p I � �
<br /> TONE VENEER BASE SEE STRUC. SHEETS = r SEE DETAIL 7/S6.0 �� � � � �
<br /> (SEE ELEVATIONS FOR SPECIFIC FINISH CONDITION) FQR FOOTtNG DETAIL �i I I FOR REINFORCING WATEPROO�ING 0 O
<br /> SEE 12/D6 & 6/13 � Q
<br /> �
<br /> ��
<br /> 111i'ATERTABLE BASE FINISH pC)RCH EDGE DETAIL � �
<br /> C�N-GRADE P�RC�I/PATI� SL�� THRE�H�LD AT F�UNC�,�.TIt�N o 1obNo.: '13-47
<br /> 20 � � 72 � _.
<br /> „ , „ „ , „ „ , » � Sheet No.:
<br /> 1-1/2" = 1'-0" SECTION 1-1/2 = 1 -0 1-1/2 = 1 -0 SE����N 1 1/2 = 1 -0 JEC���N o
<br /> �- D� �
<br /> �
<br /> �
<br /> Sheet Order: �1 B u � R � S � I �
<br /> T
<br />
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