|
DIM. PT. DIM. PT,
<br /> DIM. PT.
<br /> PORCH 3%z" CONCRETE SLAB 11" ��" UNIT 3 P.T. PLATE 4: � � D1 �
<br /> �- 3Y2' SLOPE - - � 1
<br /> TYP. � TYP. D1 GARAGE ' � METAL P.T. PLATE �- � D1 •
<br /> i;;
<br /> 20A i;, -_ ; FDN. WALL STEPS '- � UNIT ,
<br /> METAL
<br /> METAL GARAGE I �
<br /> �� ;, SEE FDN. PLAN FLASNING 20A � FLASHING
<br /> d - CONCRETE STAIR - FLASHING � EXTERIOR �
<br /> � � SEE FDN. PLANS P.T. NAILER R-10 R1GID �
<br /> I — _� � � S�AB RETE 2 x2 MAX. '•• 2 s ; INSUL 2D B `�' 2 ` `6 I I D� 2 s ; EXTERIOR
<br /> _
<br /> T �' " � i- Q EXPANSION JOINT - w `Y LOPE GRADE � = f� k�
<br /> — � — --- -
<br /> - f- SLOPE GRADE z �
<br /> — — Q AT CONNECTION � w¢ � WAY FROM � � �l AWAY FROM � � ' � '
<br /> a Q . �� 20B a UILDING o0 o Q . '�
<br /> - �— � I � � a a �z D1 GARAGE a a _ Q a v" BUfLDING � ° `; `, t ; � ;,, „�
<br /> �
<br /> � � �
<br /> Q WA�KWAY 20B g �� S AB � a I I I=I I I-)� "' � a a _ I _ ( _-) � � � � � � ;
<br /> — T ;
<br /> a CONCRETE STAiR » �� ° a a � i I i � a
<br /> — — a
<br /> - — — SEE FDN. PLANS a 3 Yz S L O P E a a. a �i��I I I � �. I I I_I I��(
<br /> _
<br /> — � Q � � � � � � � � � �
<br /> _ �=i i i-
<br /> -- L1 a - --------------= � � INSUL IGID �, � R-10 RIGID � � �� �
<br /> - —
<br /> —
<br /> i— -- � _ --- ----------------a--- --- - � _------------------ ---- a � Q Q ' � INSUL. 2 i C�n�ral '�9tr�+, Sttag�',�1 tl ;
<br /> _ �T-�-_--��-�i q a �
<br /> � o C, a a � o 4» FTG. DRAIN z `�b `�b �b`� � Ktr�tq�ad��l a�h��a�t€in l ��Q33 �
<br /> ( a � — � — — — � � '
<br /> - a a I — �_ �� a a � LJ a � - - - - a a �" FTG. DRAIN � v P �25,454�t�� F°4�a,��$ t��l$�.�
<br /> -I —� Q — �^ a 1 — — � 9,,-,,R ..�,=g�,Q,--��,� , Q � - I i- I 1- I i-� I�i � > ��� �r�+� n��f��a�d����h ram t;
<br /> � ___ ;
<br /> — a _ _ -�- � � , — l,;,I I I r 4 f i i 1=1 I I�� i i�I i =�1,i�=11 I- � -1 I 1-1 a I; ( 1=1 � J
<br /> �
<br /> �
<br /> ..
<br /> _ , � I -;— =t f= — =_ — ,—i�i—i�i � � . _i i i—i i i—��i—i ,, � —� � �—�
<br /> _
<br /> -,--1=-'-T-!---I� ---=„ — — I ( � � � �� ( (-' �-' � —i i i—i a \ O � Q OO 5052 r
<br /> 6" PATIO � �� -r- � � � - � :-; .�a ., ,->a r. �-,o �� � � �-I I I-� � � I I I- Q
<br /> FOUNDATION WALL - -�--- — —� SEE STRUCTURAL (�' ^R ^� ^e-�� --�Q ^g ^e,-,i-,�,�^� �, ,� �I � �� REGIST�RED
<br /> — � — — ' - I � � � SEE STRUCTURAL a SEE STRUCTURAL q ARCHITECT
<br /> _ � � � � � � FOR FOOTING SIZE � (�I ( (=) I I=I I I=I I I i�;( I I i�I I I=) I ���1 - FOR FOOTING SIZE � FOR FOOTING SIZE
<br /> (SEE FOUNQATION PLANS) a � , � FOOTING OF STAlR - I =I =1 I 1=f f f= I- I I- ' �
<br /> � AND REBAR ( (
<br /> I
<br /> =-- ----_--- -�-�-�------__� - FOUNDATION WALL -f f ` AND REBAR AND REBAR �
<br /> SEE FOUNDATlON PLAN�
<br /> ' STAIR AT PORCH EL7GE SL.�.6 r�.Y lJ[�IT TO GARA�E S�EP TYP. E�TR. �/�RA�E W�LL Fl�. TYP. E�CTERIUR W�.LL FOOTINC ROB�RT E. W��e�E
<br /> � �� STATE OF WASHiNGTON
<br /> 9 5 1 .
<br /> 1-1/2" = 1'-Q" SECTION 1-1/2" = 1'-Q" SECTION � 1/2" = 1'-0" �JE����N 1 1/2" - 1'-0" SEC���N
<br /> ��. 4�,
<br /> i i -�
<br /> UNIT GARAGE � �� ��� �'
<br /> � , >
<br /> �..
<br /> � , D9 �;�;I � �» �
<br /> � � � -#-�- �s
<br /> SEE FOUNDATIOI� I ' � TYP. COMMON WALL p 20A 8 � SIM. � ' P.T. PLATE �
<br /> OSB SHTG. D� META� r:'�' I � ,` �
<br /> PLANS FOR �IVING SPACE � p� ! ' I � FLASNlNG ' ' � �
<br /> FIN. FDN. HEIGH7 � � i �' GARAGE = GARAGE �� -
<br /> , .
<br /> ��SiDING r",�, � UNIT 8 �� I � . UNIT °y.
<br /> R-10 RIGID 2 4 2 4 �; -
<br /> FACE OF CONC FQUNDATION CONCRETE : ; I 20B `�:I•: ' 20B D1 � -0
<br /> � ' � � INSUL. �
<br /> � OSB T/S AB 4 WALL IS AT CENTERLINE OF SLAB i ' CONCRET� D1 vi � ,cn D1 20A ' � �aA �
<br /> 2 a z � I : W 4 W CONCRETE
<br /> P.T. WALL � COMMON WALL � 20B GARAGE SLAB Q ¢ GARAGE SLAB D1 � � � D1 �
<br /> ' 2 '6 j i�SHEATHfNG d a: L1 � � D1 CONCRETE > > CSLAB FTE � �, . I �
<br /> I SHEATHING � f � ° Q Q GARAGE SLAB Q -
<br /> PLYWOQD a . /z" P.T. ° , � 2 4 2 4 �
<br /> �
<br /> i a �'� � SIDING I i P�YWOOD Qa 4 a I > � a a Q ' � L '
<br /> ( a a 4 4 ( Q. ,w
<br /> �. I ( a Qa �j 4 �J � w
<br /> � I` a � � I i Q � �� � LIVING SPAGE a � o a a � Q a. � Q a �] �U m ,�
<br /> , � P.T. TRAPEZQIDAL � i � ,�, -" a a a �
<br /> p. Ll Q � �
<br /> � 4 4 � �j �
<br /> �-- a 4 a ¢ Q �
<br /> SEE STRUCTURAL � �
<br /> . �� I 1X4 SLEEPER AT � I j �' I ( II I �I�II � a � �
<br /> i,
<br /> a ; � 24 O.C. WSET 4 . FOR FOOTlNG SIZE �
<br /> ,; i fNTO FDN. WALL ° � 1� z (=I I I=I ( I � Q ` AND REBAR a Ll � a a a L1 � a a � �
<br /> - - - - �,
<br /> a�; � I I I-I I I.-f 4 a a a a
<br /> �, — a �
<br /> z _ �
<br /> � ; I � ¢ ;! I I—I I I— a T SLAB �
<br /> �, , Qa — , / � � ��� _ � ���.���.�.J�u�����„�..���„�.����U�.��.,� .�
<br /> ��r��;��r�-�r�-�; ° �� � � �
<br /> _ � ; � a a I I�I I ;=1 I I=1 I I- �-� i i- � � � -i � �— c � � �,� V _ �
<br /> � � 4 a �° � i,.I I 1=1 ° — -- � � �—i - �
<br /> � ;; a — '— —1 i i—I I 1=i I 1=i I 1— i I 1=1 I I=1 I 1=1 I�1-1 I 1— ' a .
<br /> a � I I-1 I I_ a ' ►.;,I I 1-1 I C=1 I 1= _ .� � i=1 I I—i � � � -� i �-1 I ►=i � � . , ,—� �y� —, i�i—� i i---i�E'—i ��;—� � �—� i i—i i�i-=i i i--i i i�—i E �--� � �
<br /> a � , ; �_ — —, — —� —� —� ���=iE�—��� ,,,—���=iii— ��� °�
<br /> (=I I I-) I I a a --) I �i�I -I , ,-1 �I I�I ;_, �( i i 4,I ��� - SEE STRUCTURAL o �
<br /> � =I I I=I I I=I U °4 a -I I I_I I 1- FOR FOOTING SIZE � �
<br /> SEE 2/14, 3/14 & 6/14 I I=II I=) I I � 4 � ° SEE STRUCTURAL AND REF3AR SEF STRUCTURAL '
<br /> FOR BUILDtNG ENCLOSURE �OR FOOTING SIZE FOR FOOTING SIZF
<br /> ' SIDING AT FDN DETAILS �_�I) I II I II�I�I I����!����_���=I I I=I I 1=1) 1=1 I I=1 I 1=I��= AND REBAR AND REBAR
<br /> ; Ct.�I�1�iCJ N W/-�LL � �
<br /> � SIDINC c� CONCRETE WALL �QMMC�N V11�LL AT �DN. STEP Ct�MM�►N WALL FT�. Uf�IT-GAR. ��OT� NG GARA�E-GARACE ��1VIM�N V�IALL FTG. UNIT-UNIT � N
<br /> � 18 �
<br /> 1 4 1 t� 6 2 � �
<br /> 1-1/2" = 1'-0" P�N 1" = 1'-0" S E C T I O N , 1/2" = 1'-0" S E����� 1-1/2" = 1'-0" S E�T�I O N , 1/2" = 1'-0" S E����N � �
<br /> DOOR TNRESNOLD RAISEp THRESNOLDS GREATER
<br /> SEE 17/D7 FOR BUILDING TNAN Ya'j VERTICAL SHAL� BE 2 � �
<br /> ENCLOSURE DOOR & DOOR BEVELED WITH A S�OPE NOT
<br /> SIDING QVER PAVING - PAN DET,�ILS � � F.O.S. GREATER TNAN ONE UNIT �� � � o ,
<br /> EXTERIOR SHEATNWG S�OPE AWAY I I I VERTICAL IN TWO UNITS �/� � N
<br /> � � 20B I N T E R I O R . IN TERf OR V�
<br /> ' 1'/"x1Y" METAL FLASHING � F L A S N I N G E A D O O R � I UNIT � �� ■� o
<br /> � 2 Z ' ; SLOPE PER FDN. PLAN �� PATIO/ II I � 20A HORIZONTAL ,� �
<br /> �
<br /> � PLACE BEAD OF CAULK �
<br /> G A R A G E i I ` � C O N C. S L A B V
<br /> ; UNDER FLASNWG ; �
<br /> �
<br /> I I �Q �� SLAB-ON-GRADE SEE �
<br /> ; 2x4 TRIM � z � d � a ° a ADD RISERS AS � -� � STRUC. FOR REINF. 20A
<br /> i oo - � , �- - NEEDED. MAX D1 '� O
<br /> , 5/ x 6 TRIM � � �' _�I_fi�'I I a� v a � RISER HElGNT 7" � � a � t�
<br /> �
<br /> 4 -iI a Q. a a � . 4 � . Q '� � U
<br /> 2 2 `, ° 4a a ° a 4. Q a �1 � � a -�
<br /> a
<br /> �/2" GAP BETWEEN :' a ^ ' r------- — a 4 � 4 � a a Q . � �
<br /> d 6 � O
<br /> .4 � � � � � , a � �4 �
<br /> 4 TRfM AND TOP 4 .; a SLOPE I a
<br /> z � STONE VENEER �;
<br /> a . a wQ �
<br /> I!-1 I —I I —I i =1 =1 I =l�
<br /> o � ; � CO � � 4 �I-)I(-1I I I I I-I I(-I I I�,,I I I;,�I I 1- '/s:12 MIN. � 20B �� �
<br /> � , VINYL BOARD ,-1�I-I I� , I�I-)I I=I I�- �I %g:12 MAX. � D1 cn � Q �
<br /> � � & BATTEN SIDING � a I I I-I I(=I I I=)I(-I�' I a
<br /> r— --
<br /> � , (II III_li�—,�� a � - �— ii— ii—ii—. ii— ii— ii— ii ii_. ir- ii -ii— - ��—
<br /> w � � SIMU�ATED � °Q ° ' "'— � � �, �, ' �11=II1—III__III—III_III=III=III III�II1-� �,
<br /> �I I I I I I I I—f I 1-1 I 1—.1 I I_I I I _I I I I I I—I I � w
<br /> w i STONE VENEER ° a � a a .��-��� � C� -I I1—I I�—I I I,;,I I I—I I I—I I I- I I I=I I I—I I I= o 'L
<br /> =1 I i �i�_ iii � �i i—I I I_ cg
<br /> �':
<br /> �' ; BUILDING PAPER OVER �____ � =L�1 ___ �I-I I I-i i i-1 I f�i I l-i I I=1 I I � FIRM BEAR1NG `" >
<br /> I III.,,III�III III,— II—III IIf III; � III III-_-III_-I.I_III-=III—II
<br /> , i. » i_
<br /> � � SHTG/CEMENT BOARD, 4 FTG. '"-I I(-I I I- � =)I(-�I I=1 I!=1 I 1=1 I I-f I 1=)I(
<br /> � � UNDER SiDING, TRlM DRAIN ' ' —"�-�I
<br /> SEE STRUC. FOR ��111=111 a . ' � SEE S SHEETS FOR
<br /> > AND SIMUI.ATED STONE. FOOT(NG SIZE ANQ ��-)���;i Q COMPACT FILL STRUCTURAL INFORMATIQN
<br /> ' �-- REINFORCEMENT 10 MIL. VAPOR BARRIER - --
<br /> _
<br /> � VINYL BOARD & BATTEN �
<br /> � QVER BUILDiNG PAPER V,/�IRACE SL�� � .�PRC�N THRESHC�L� c� Pf�T��,��AR��E I�ITERIC�R WALL FCJC�TIN� a
<br /> OVER EXT PLYWOOD �� � �
<br /> I SHEATNING 1" = 1'-0" 1-1/2" = 1'-0" SECTION �" = 1'-0" CJECT��N � '
<br /> � �
<br /> � CEMENT BOARD OVER G FRAMING �
<br /> �
<br /> ; EXTERIQR SHEATHING ;� � (�
<br /> .
<br /> � �. (� �°
<br /> � VINYL BOARD �' UNIT } �
<br /> � �
<br /> � & BATTEN SlDING TNRE HOLD OVER � � C
<br /> � SIMULATED ' �
<br /> � STONE VENEER � � INTERIOR FINISN z „ METAL P ASNIN�G I CONNECTION R � � � U
<br /> I � �
<br /> � i NOT SHOWN 20B N 3�/z CONCRETE SLAB SEE DETAIL 17/11 � � � S �
<br /> � BUILDING PAPER OVER D1 FINISH FLOOft 2� SLOPE 5
<br /> SLOPE %4 `� RAILfNG BY OTHERS � � N Q�
<br /> I 1x PT SPACER � o � �
<br /> � SHTG/CEM�NT BOARD, � PER FOOT ------------
<br /> OPEN(NG BETWEEN D1
<br /> ' � UNDER SiDING, TRIM i � 2 _` FDN. HT. - RAILS NOT TO DBL. 2X PT PLATE �
<br /> Z � AND SIMULATED STONE. f' —_
<br /> , Q PER 3%2" CONG SLAB � xq EXCEED 4" 8,> CLEARANCE p . � � 20B 2 $ +�+ �
<br /> � � � � � SLOPE PATlQ SLAS � � � �
<br /> ' ; 1" GAP MIN. f,:l 4. FDN. PLAN Q � TO GRADE N �� AWAY FROM BLDG. � I �2 8 � L 0
<br /> a , r: �� � �
<br /> I � - I _ � R � G! Z
<br /> � � � � � f � � ( ( v L I�0 � �
<br /> ° I� -' PAVING OR GRADE a Q �o ' i : � � W
<br /> I a�� � �
<br /> a � � �_� � �—� i �=� l � - , , , -� � � � � � � , - – -, —� � �—� ° i �+
<br /> - - 4 ° � �;�� f �-� � �-� � �-� f - a 6,� '� - - - 1 .� �
<br /> ,I I I;;;I I I_I I I� �J �
<br /> 4 i i i=i i i= i i=i i i=i ' � �;�I i 1=i I 1=1 I 1=1 I I a 3" �I I 1=1 0 .. . r � �
<br /> —I I I, ,—I � 1=1 I 1=1 I = - c�� b � �
<br /> i THICKEN SLAB TO - I � � O
<br /> � �i I I I-4 A MINUMUM OF 2" -I � 8 �
<br /> � (-I I � p GARAGE � �
<br /> V1NYL BASE ST�NE VENEER BASE � � ;— a 8» CONCRETE FOOTING BELOW G�ADE �p � p q �
<br /> SEE STRUG SN�ETS =� f SEE DETAIL 7/56.0 WATEPROOFING "�� � rl �
<br /> (SEE ELEVATIONS FOR SPECIFIC FINISH CONDITION) FOR FOOTING DETA(L �i- FOR REINFORCWG � �
<br /> SEE 12/D6 & 6/I3 �' �
<br /> �
<br /> J
<br /> WATERTABLE BASE FINISH PC�RCH EDGE DETAIL �
<br /> 20 76 `� ��1-�R.�.D� P�R�HI��.T1t� SLA� THRESH�LD AT FOI�N[�ATI�N o JobNo.: �3-4�
<br /> 1 L � z Sheet No.:
<br /> 1-1/2" = 1'-0" SECT1QN 1-1/2" = 1'-0" 1-1/2" = 1'-0" JFCTf�N 1 1/2" = 1'-0" SECTiC�N o
<br /> �-
<br /> �
<br /> Sheet Order: l4 � F � E S D � �
<br /> �' . . .. . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . .. . .. . . _. T
<br />
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