|
DIM. PT. DIM. PT.
<br /> DIM. PT.
<br /> PORCH 3%z1" CONCRETE SLAB 91" ��" UNIT < 3 GARAGE P.T. PLATE : � R.T. PLATE
<br /> 3/2" SLOPE TYP. �,. TYP. --- D� ;, I �� � 1
<br /> 20A '' FDN. WALL STEPS �-' I METAL UNIT � ; ��
<br /> � METAL GARAGE I FLASHING , , METAL
<br /> D1 � SEE FDN. PLAN 20A '
<br /> a � . �, CONCRETE STAIR P.T. NAILER � FLASHING � EXTERIOR � FLASNING
<br /> Q " SEE FDN. PLANS CONCRETE r.. . 20B � I D1 �
<br /> Q �, » E: � R-10 R1GID � 2 s ,
<br /> i � 2 x2 MAX. .� � EXTERIOR
<br /> � � SLAB D1 w z s ,
<br /> — — -- " '- EXPANSION JOINT . 2 s -.; INSUL. �
<br /> — ,� a a ,�,� LOPE GRADE z z /J � ,
<br /> _ _ _ _ Q AT CONNECTION � �w Q Q WAY FRQM � Q SLOPE GRADE z �;
<br /> - — a � a. W� 20B a UfLDING � o Q � AWAY FROM � �.
<br /> — —� a '
<br /> — � WALKWAY 2QB a �z �� GARAGE a � - - - BUILDING �
<br /> � a �� S AB � a = Q a � � � ;, d . �
<br /> — � a D� Q a � ,l � � �' � � � �` -
<br /> _ _ _ a CONCRETE STAIR „ I ( I-I f (--I I a �.
<br /> 3Yz SLOPE a � a -� � i � a
<br /> _ —= Q SEE FD�. ��ANS a a ° ������- � � I I I�I I I��,I I
<br /> ¢ I �A � c �� � !� e � ts :
<br /> - — — �1 a -- � R-10 RIGID :N I i i �I I. � '� . �; z s ' '
<br /> i Q --- ----------------d-- ---------� --------=--�,------------ ------ a � a INSUL. R-1 Q RIG1D �5 Eentr�€�t 1Nqy S�Fte 27Q, ';
<br /> —I I � I -�T-�----�1"�= � � °
<br /> L1 a a Ll INSUL. {
<br /> `�t`�`�`�`��
<br /> � �
<br /> a Q — 9 o a » z � !<��kf���t ��Pl�s��� tnn ��I803� �
<br /> . o
<br /> — 4 �l �— — — — — _ p Q Q 4 FTG. DRAIN � p » r t �r
<br /> a (— � I I� i �i _ 4 FTG. DRAIN z Fr�2$��4 T1�0 '� 4�5�5� �2Q�
<br /> —{ — � � 4 — ° — I— �— � �_ ,,� ��,,:R �a�a �Q� a � Q - - - a � �= I !=l I 1= i 1=I i � � ��f��g��urw,���i�r���t�c���c+��i� t
<br /> � � � � ff � � � —
<br /> � = C —_-�._�—=i-- { _� � ' ���—���=III-=1II IIIII��III��IIIIIII � a � III=1II�����iII�', a � :, . .. .� .. ,: . r . , .....:�
<br /> �, �_ ��!E�-- -�,� f � ' �—� � �—I I li �� I I I��,I I I,;. a Q a o
<br /> 6" PATfO - --- T --- T — — - y � - -' � 1-� I I-
<br /> 4
<br /> FOUNDATION WALL- � — r I ;--f I � —I � SEE STRUCTURAL -i�^�=�I^�_� ^R_R ^ ,^� ^2,^� ^R,^R ^a=�!^R_g�i�' �� SEE STRUCTURAL � � }}��50�� REGISTER�Q
<br /> � �, SEE STRUCTURAL a � 1 \ A R C H I T E C T
<br /> (S E E F O U N p A T I O N P L A N S) v —� � � — F O R F O O T I N G S(Z E I f-I ( I-f I I-I ( I-� ( (-I I f-� I I-I ( (-f I I- Q . F O R F O O T W G S I Z E , �
<br /> _ , FOOTING OF STAIR
<br /> �-�-- ----�---��-----� - F O U N D A T I O N W A L L AND REBAR -� I �-) � �=1 I 1=1 I 1=� ' '-� I IT� � �-1 I 1-' FQR FOOTWG S1ZE
<br /> SEE FOUNDATION PLANS
<br /> AND REBAR AND REBAR �
<br /> STAIR AT PORCH EDGE SLAB AT UNIT TO CARAGE STEP TYP. EXTER.IOR WALL F�tJTING ROBERT E. WEIBLE
<br /> T�P. EXTR. G�IRACE WALL FTG. STATE OF WASHINGTON
<br /> �7 g � �
<br /> 1-1/2" = 1'-0" SECTIQN �—��2" = 1'-0" 4" , 4" SECTION � 1/2" = 1'-Q" SECTION 1 1/2" = 1'-0" SECTION
<br /> 8 �;I �- -�
<br /> UNIT GARAGE _ �'
<br /> , :.: �
<br /> , 10 8 �� � D1 � P.T. PLATE -�'` �
<br /> SEE FOUNDATION � QSB SHTG. � TYP. CQMMON WALL ` SIM E : �
<br /> PLANS FOR LIV(NG SPACE � � �2 20A D1 f ; ; METAL 1
<br /> I D� FLASNING �
<br /> FIN. FQN. HEIGHT .1'-�SIDING ; � GARAGE r { GARAGE �
<br /> , R-10 RIGID UN(T 8 UNIT �
<br /> � i , FACE QF CONC FOUNDATION GQNCRETE , I . . 20B �I�,�, z �� 2 a , 20B D1 �,_ �
<br /> � , � �.' ;
<br /> � OSB T�S AB � WALL IS AT CENTERLINE OF SLAB � ' INSUL. °�
<br /> 4 ` ` ' CONCRETE D1 cn cn D1 20A : ; � ' � , ; 20A
<br /> P.T. WALL 2 6 I ,. COMMON WALI : 2 4 z � ; .. w 4 `'� CONGRETE :
<br /> SHEATNING a 20B GARAGE SLAB � � b1 - ��' D1 �
<br /> cn i CONCRETE . . �� �" �
<br /> SHEATNING Y2" � a LI w D1 CONCRETE � � GARAGE SLAB i
<br /> � ! PLYWQOD a � � %z" P.T. � �] Q GARAGE SLAB Q SLAB ' �,;4 2 � 4 ;� . �
<br /> � >
<br /> � I I PLYWOOD a , �
<br /> a f SIDING a , I a a � a a� a Q a Ll � .�
<br /> ' I a � ( � � �° a � d � Q � � � � �
<br /> � ' a � � Q _ � a a LIVlNG SPACE Q a a Q a a a a � (� m �
<br /> P.i�. TRAPEZOfDAL I I w i a a � a a
<br /> �..
<br /> I 1 X4 SLEEPER AT I Q -) I I�I I ° SEE STRUCTURAL � � � � � <t � � � `I' a Q �
<br /> �
<br /> °' � � �' I I I=� I I= � ° a . � . FOR FOOTING SfZE `
<br /> a � 24 O.C. INSET � �
<br /> � INTO FDN. WALL ° � J � I-III-III � ' AND REBAR Ll Q a a L� � Q
<br /> a ; -I I I—I I I=I a ° � ; ° a a a _ ° � ° a N �
<br /> o � z Q -II1=IIIT � � a `� �
<br /> ► aa � � '_ - a 4 T/SLAB �r,=r r6=�r-�, �,���;,��v������..��.,au��������,d�� �.��v������.��.,����,,.���U�„�„� �
<br /> — a I 1=1 I 1=1 I 1=1 I 1=. -� � �—� � �=i i 1-i i i—i � i-i i i=i � i-� i i,;;� i i-i a i—i i i=i i i�� � � o � o � � �
<br /> � � a a � � ' �-111-1 ° � ° -- -
<br /> a `� i I 1=1 I I� a � ' I,;;I I 1-1 I I��I I 1= - � — = I —i --= I =i — � —� — —_—_ — — ,�,=—___ —
<br /> — � 11 � �---I ' III � I � , � �'II !II III ili i � i ! II III III Ili III' ' �
<br /> 1=���_)�� a �=) � _) _) —� _� _� —� —� =� - -� ' ' � —I I 1—� i i i i I�� I I— a i � �,
<br /> q. � �, ; ,_ . , , _,;,-i ,-,T SEE STRUCTURAL
<br /> ° T�( I-I I I-I a °4 a � I (_� � ��" FOR FOOTING SIZE z �
<br /> SEE 2/f4, 3/14 & 6/14 I I-I C I-I I (- � a ° ° SEE STRUCTURAL AND REBAR SEE STRUCTURAL
<br /> FOR BUILDING ENCLOSURE , 1-C I I-I I I-I�I- FOR FOOTING SIZE FOR FOOTING S1ZE
<br /> SIDING AT FDN DETAILS �-� � �-I I 1-1 I I-1 I 1=► I 1=) I I-I I I-1 I 1=1 ( 1=1 ( 1=1 ( I- AND REBAR ���M{�N WALL AND REBAR
<br /> S[DING � CONCRETE WA�L COMMON WALL AT FDN. STEP COMMUN WALL FTC. UNI�f-�AR. FOQ�TINC CAR�CE-GARA�E . � o
<br /> 1 8 , _ , ,, �� �, � 1 0 � 2 C C�M M O N W A L L F T�, U N I T U N I T � N
<br /> 1-1/2 - 1 -0 P�N 1 = 1 -0 S E C T I C J N , 1 f 2" = 1'-0" S E C T I O N �-,��" = 1'-0" S E C T I O N 1 1/2" = 1'-0" S E C T I O N � �
<br /> DOOR TNRESHOLD RAlSED THRESHOLDS GREATER
<br /> SEE 17/D7 FOR BUILDING THAN Ya" VERTICAL SNALL BE •�
<br /> ENCLOSURE DOOR & DOOR BEVELED WITH A SLOPE NOT 2 � �
<br /> SIDING OVER PAVING - PAN DETAILS �-�r L. �
<br /> EXTERIOR SHEATHING � � �t�_F.O.S. GREATER THAN ONE UNIT p1 a,; o
<br /> SLOPE AWAY E I� I/ VERTICAL IN TWO UNiTS j/�
<br /> FLASHING EA SIDE � g N
<br /> � 9% x1Yz METAL FLASHING, � 20B t� f� iNTERIOR INTERIOR �� _ �
<br /> ' » " ' DOOR � I UNiT �ORIZONTAL Q o
<br /> ' SLOP� PER FDN. PLAN D1 PAT10/ ( I I 20A ■� �
<br /> F � PLACE BEAD OF CAULK i
<br /> iU�fDER FLASHING i GARAGE I I p� CONC. SLAB .,�
<br /> I i a a a Q i __ I �� SLAB-ON-GRADE SEE 20A � �
<br /> ; 2x4 TRIM � _ z "'� ` a a -ADD RISERS AS
<br /> STRUC. FOR REINF. D1 .�
<br /> ::.;: ., ..
<br /> JL � � �-���-�I I � I I a ��� � . .� � . . . . NEEDED. MAX : . Q� - . . . Q- . , 4:: � �-+
<br /> 5/4 x 6 TRIM ` i�( qa ° a RISER HEIGHT 7 a a � T
<br /> � -�� a a a a a a � m U
<br /> ; 2 Z , a a�� a a a a a � � �
<br /> %2" GAP BETWEEN � a � a ° a a Q 4 � a Q
<br /> Q � r------� — �1 a o ° � O c�
<br /> '' 4 TRIM AND TOP 4 ; � a
<br /> cn � STONE VENEER �,) ° a SLOPE I W¢ � a 4
<br /> i I I I -I I I I -1 �.�� I� a (j.
<br /> � � V 1 N Y L B O A R D °Q � a � 1=1 I I I I I I I I I I f I I I,„I I( ;�)I 1= �/s:12 MIN. ! 20B �W � a
<br /> � & B A T T E N S I D W G a -I I I-I I I I I I-I I I��I I�= �I %4:1� 2 MAX, � D1 v, � � ..
<br /> � � I I 1=1 I 1=1 I 1—1 l 1—1 � �
<br /> w � � � I I 1=1 I 1=I i�— a r � _ i i— i i c i—�i i i i_ G i— i i— i 1— i i F a= i i— - �,_
<br /> W � SIMUI�ATED .i � a ° "—"' � ' �I 1=I I I I I 1=1 I ITI I ITi I I-I I I I I I�I I ITI I I—�
<br /> w � STONE VENEER 'r' a , a ° � � �I 1=1 I1-1 I I I I 1=I f li I I 1—i I I—!I I=I1 I I,I I' �; a�'i
<br /> cWn ' - - - ° 4 �� -���—��I �II,—„{Il�i�i�l���l�l,- ���,ii�f�.�IIE��- a 'L.
<br /> � BUILDWG PAPER OVER ' 'TT�"f1�= _ �I-I i�-i i I-i i i-I�I I I I-i i i ��� I M IN `" >
<br /> I 1=I I I�t I I�I I I�I I I= I I=f I I=M l I=1 I I� �_I I I—I I I-f I I=I I i=1 I l�I I!-1 I F R B�AR G �
<br /> � � SNTG/CEMENT BQARD, 4" FTG. ' "' , I I I—I I I— ° f I I�'I i-1 I l I I 1=1 I 1'I I I—I I I
<br /> Q UNDER S1D1NG, TRIM DRAIN SEE STRUC. FOR ��=I I 1=I�I a �� � � -"'-�� SEE S SHEETS FOR
<br /> > AND SIMULATED STONE. FOOTWG SIZE AND ��_�I I,�i �l . COMPACT FILL STRUCTURAL INFORMATION
<br /> �- REINFORCEMENT 10 MIL VAPOR BARRIER
<br /> T
<br /> � VWYL BOARD & BATTEN �
<br /> � OVER BUILDING PAPER VARAGE SLAB & APR�N THRESHOL� c� PAT10/GARAGE 1NTERIC�R WALL FQC�I�INC a
<br /> OVER EXT. PLYWOOD
<br /> ' SHEATHING '� � � 3
<br /> � e
<br /> � � ,;, j 1„ - 1'-0" 1-1/2" = 1'-0" CJ�CT��N 1" - 1'-0" .7�CT��N �
<br /> � CEMENT BOARD OVER ! , FRAMING � �
<br /> ; EXTEftIOR SNEATHING ; i Q
<br /> 1 �� ( � �
<br /> � �
<br /> � VINYL. BOARD I��� I - � � ��
<br /> ' & BATTEN SIDING � > �
<br /> � I THRESHOLD OVER I UN1T � �
<br /> � SIMULATED j'', � SILL PAN AND � SEE S6 0 FQR W Q ,O �
<br /> �� V
<br /> INTERIOR FINISN z METAL FLASHING 1 CONNECTION �
<br /> � STONE VENEER � 3%2" CONCRETE SLAB
<br /> � `i NOT SNOWN
<br /> I , .._ � SEE DETAIL 17/11 � � � C �
<br /> � BUILDING PARER OVER �� I ,� 20B � � (
<br /> � SLOPE '/4 �� `'� RAlLING BY OTHERS FINISN FLQOR SLOPE � � �
<br /> I SHTG/CEMENT BOARD, PER F04T � ------------ 2� 1x PT SPACER 5
<br /> � OPENING BETWEEN ► � N
<br /> ; UNDER SIDING, TRIM , , � D1 Q t0 3
<br /> � , i . z FDN. HT. � 3%z" CONC. SLAB - X EXCEED �T TO � DBL. 2X PT PLATE I � � � � i
<br /> � AND SIMULATED STONE. �
<br /> ; ; Q PER � Q 8 CLEARANCE � "- d 20B ,
<br /> � f M � T0 GRADE � SLOPE PATIO SLAB -N 2 � _ �+ �
<br /> i FDN. PLAN � c� D1
<br /> I , Q Q , I AWAY FROM BLDG. � , z _$ � � � 4
<br /> a � 1 GAP MIN. � E_ , R
<br /> Q ; � T 1 -� � I � � I I ' � Z
<br /> � I
<br /> a _-' PAVING OR GRADE ,. 4 _ - a `D � � � , , i i- � i - � -- o�� eo� � � � � � W
<br /> � � �-� I � ���-�i f � �
<br /> _—.— _ _ _ °a a i 1=i � �—� � �=� � �_� =i a � '� I �» ; � -_—_�—� � � „�r 0
<br /> a i i i—i i i— i i=i i i=i ' ' �=1 I 1=1 I 1=1 I 1=1 I I a .� �I I !��,I I_I�I I f- � �:_.. :.: ... . .. ... ..... . � >+
<br /> � 'TI i I;I � _;:I I I�I I �I I �=1 oOg o � � _
<br /> . I �-{ I j THICK�N SLAB TO -� I (� � 8„ � Q
<br /> i � - A MINUMUM OF 2" � GARAGE � C� �.
<br /> I=I ( BELOW GRADE �p I � � o �
<br /> VINYL BASE STONE VENEER I�,ASE � ( � co�cRETE Foor►Nc
<br /> a „
<br /> SEE STRUC. SHEETS =I I 8 SEE DETAIL 7/S6.Q WATEPROOFIN� "�OO � D � r
<br /> (SEE EL.EVATIONS FOR SPECIFIC FINISW CONDtTION) FOR FOOTING DETAIL i FOR REINFORCING
<br /> SEE 12/Q6 & 6/13 � �
<br /> a
<br /> ��
<br /> W�TERTABLE BASE FINISH PORCH EDGE DETAIL QN-GRADE PORCi�/PATIO SLA� THRESHCJLD AT �OUNDATION o 1obNo.: 13-47
<br /> 20 1 � 12 � T
<br /> 1-1/2" = 1'-0" SECTION �—��2" = 1'-0" 1-1/2" = 1'-0" SECTION 1 1/2" = 1'-0" SE���QN � SheetNa.:
<br /> 0
<br /> �+ � ��
<br /> �
<br /> �
<br /> Sheet Order: �1 � � � � � �7 � I �
<br /> T
<br />
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