|
DIM. PT. QIM. PT. .
<br /> DIM. PT.
<br /> 3�/z" CONCRETE SLAB 11" 11" UNIT a 3 GARAGE P.T. PLATE ��� D1 � �
<br /> F'ORCH 3y2 SLOPE P.T. PLATE
<br /> TYP. ��� TYP. � � d� ��� � METAL ,
<br /> I
<br /> � D1
<br /> 20A i:, FDN. WALL STEPS � � UNIT � META� �
<br /> D1 a METAL GARAGE SEE FDN. PLAN �� ► FLASHING 20A � FLASHING
<br /> L] � CONCRETE STAIR P.T. NAILER a FLASHING 2Q8 j;� 2 6 - � EXTERIOR p� �
<br /> CONCRETE '
<br /> a a � � SEE FDN. PLANS SLAB 2"x2" MAX. ,.' z s .'; NS 0 RIGID p� � 2 6 � EXTERIOR
<br /> _=� ^
<br /> I I � �� _ F- EXPANSION JOINT • LOPE GRADE z Q
<br /> I , I I I � a Q w� - � SLOPE GRADE z �
<br /> —, , AT CONNECTION w z WAY FROM �
<br /> _ a a a � W� 20B a a � UILDiNG �o o a a � BUILDING�M � ; � •
<br /> - — a
<br /> -- ^I I I I I a WALKWAY 20B � a D1 GARAGE Q - -_ m
<br /> �
<br /> r
<br /> _ � _
<br /> — — — a D1 a Q >w S AB a a
<br /> � ►i►';� i �=li � � ° � a —I � _ � � Ibran �� t
<br /> —� , - � a a CONCRETE STAIR 3Yz" SLOPE a � a � -� ' � � � Q � a ' � -1 I i
<br /> � — SEE FDN. PLANS a I I I-I I (- I {�
<br /> - — � —� � 4 (iii��l � � �; � � � I � � � � -
<br /> _
<br /> —� I �-
<br /> _�i _- � � a � � �' NSUL.RIGID 'N �, a T R-10 RIGID ; � � '
<br /> T_
<br /> i' �-------�I Q -- -- ----------=-e-- ---------�-------------------------- ----- Q � � a Lj � INSU�. �S Cer�trctl 1�(pyG Surte 2t 0 .
<br /> _
<br /> -r1T�-�--�1��— a a , `�`� t�►��i��� c����,���a� ��+c���
<br /> �I I ( � Q i— a � 4' FTG. DRAIN z a „
<br /> t
<br /> — a a —1 —. � L� _ — — _ — �_ a. a � 4 FTG. DRAIN � P 42�4S4 71�{3�F,��5 b�8 12f�8
<br /> — ° � o — — — — � �- ' � e�R �a ���a,_R �a,� o o o , , � °� —(I I—! I f—i f I I�� � � W�h v�w�u.�n��hra��tar�h ��m
<br /> — —
<br /> — —
<br /> I-I I I-I I I-I I 1- I i = i -i I i-I i �
<br /> _ a
<br /> - - - - I = _ =1 1-i I 1=1 I I:�I�
<br /> .. .. -
<br /> - ' a �=1 �� � T� _ i � —� � � ' ��� ���_, I 11=1 I f- =f f=1 I 1= I =1 � , ° ' '_� ! =� °
<br /> � ' ' _t,��_��--_-�!��--_-�, � � — I � � � �-� � �;I I I> �� I I I-I i I;I � �-� � �-, a a �
<br /> 6� PATIO j �_ � , � �,� i i i—i � Q O 5052 REGISTERED
<br /> FOUNDATION WALL -- , — I '' �- 4 . `� ARCHITECT
<br /> � _ � _ =I SEE STRUCTURAL -� �' �R -� ^e- _ _ _ _ _I ( SEE STRUCTURAL a ,
<br /> � � � � �a�-K �R�^� �¢�4 ^� ^R � ^� �.^R �¢ �� SEE STRUCTURAL �
<br /> � � � FOR FOOTING SIZE � �-) I (_��I= I I,-.I I I�I I I I I I I I IT1 I I- a FOR FOOTI�G S(ZE
<br /> (SEE �QUNDATION PLANS) Q __ _ , � T F�OOTfNG OF STAIR I � � i I - FOR �OOTING SIZE
<br /> �
<br /> - -==_-�- �-- � � — - FOUNDATION WALL AND REBAR I I-� � !-I I 1=i I I- 1-� � (- - AND REBAR /fJ
<br /> AND REBAR
<br /> SEE FOUNDATION PLANS �f�`
<br /> STAIR AT PORCH EDGE SLAB AT UNIT TCJ CARAGE STEP A E WALL F . TYP. EXTERIOR WALL FOOTING ROBERT E. WEIBLE ,,
<br /> TYP. EXTR. GAR G TG STATE OF WASHINGTON
<br /> 17 9 5 1 .
<br /> 1-1/2" = 1'-0" SECTION 1-1/2" = 1'-0" SECTION 1 1 f2" - 1'-0" SECTION � 1/2" = 1'-0" SECT�ON
<br /> , 4" 4"
<br /> �
<br /> UNIT ' �, ` : GARAGE
<br /> S '`-' I II'�' �
<br />� �I I � : I� , � D1 `,+ , I ,., _�"y_ �
<br /> 10 8 � i ;. _ SIM. '� � j ; ,' P.T. PLATE �
<br /> SEE FOUNDATION �� � OSB SHTG. TYP. COMMON WALL D2 20A p� METAL s
<br /> ��� ;,,,� i., „ : � �,
<br /> PLANS FOR LfVING SPACE , ;. . � .r ( V,
<br /> �j D1 FLASHING �
<br /> � ' , `�� UNIT 8 � UNIT
<br /> FIN. FDN. HEIGHT � GARAGE I ' GARAGE � a'
<br /> '��SIDING � � R-10 RIGID r�
<br /> � FACE OF CONC FOUNDATION CQNCRETE , . I I 2pB � ' I z a z a ; � 20B D1 � i , .¢
<br /> ' � OSB T/S AB �:: WALL IS AT CENTERLINE OF SLAB ; . �, � ' : ; WSUL. CONCRETE D1 �n cn D1 20A �' � 20A
<br /> P.T, WALL 2 6 i � � COMMON WALL - " 2 4 2 4 i `'-' a �'-' CONCRETE D1 D1 "'• .
<br /> 2pg GARAGE SLAB � � CONCRETE � � ! , � � a-
<br /> „ , S H E A T N(N G a � � . v; a � ¢ G A R A G E S L A B
<br /> SHEATNING 3'2 � a Q w CONCRETE > > '
<br /> D1 SLAB ; v
<br /> i'; I P L Y W O Q D a . � � � �h" P.T. ° Q Q GARAGE SLAB �] ' 2 4 z a �
<br /> , � � ' � PLYWOOD �
<br /> a I SIDING � � � aQ a �; Q Q I > Q G a a . Q ' � � .
<br /> ;; I a � � o . 4a � 4 �' � w �
<br /> i � �
<br /> ° I a °a a ; LIVING SPACE � a 4 a � � m a
<br /> � Q �
<br /> il I Q � � o = i 4 a �1' Q Q a l.� Q � � . Q � � �
<br /> P.T. TRAPEZOIDAL � � � =.I I (=I I � SEE STRUCTURAL � Q a � � � t- � Q s,
<br /> I I 1 X4 SLEEPER AT I � Q a � � Q.
<br /> » 1 � �' III-III- ° 4 . FOR FOOTING SfZE -
<br /> a � 24 O.C. WSET � � Q a
<br /> I I fNTO FDN. WALL ° � '� z �=� I I=I I I a ANQ REBAR a a � � . a a a L1 Q o a a � N �
<br /> a i � I I 1-1 I 1-1 Q a a a � �-
<br /> D ,I � g ¢ �II I=) I I- q T�SLAB b�, a - o
<br /> r'�I 1-�I 1-�I I-� v�--�--��v��--�--�������-����-�-����� ����-�v�-��� ����-V �
<br /> _ ,
<br /> , � �
<br /> i � ° a�l a `° � �I_� ( �-� ° °a ° I ��I � 1-� � '-� I �= -I � I-I � I_i I I-� � f-� � I i � �-1 ( 1-� � �-i � �-� � 1-� � �-� � �-� � o '� .
<br /> ��,;,I I 1=) I 1=1 I 1= - --� � i-1 I I=! � �- � �-� i �-1 I �=�i�- , ;_� � -, i i--!i i=i f i-i � �--� � �-� i i_,�,i i i-i i i-i i i-i� �-� � � � 4
<br /> a `� i 1 1—1 1 1— a a � , —,-- — i —; � _ ��� —���— —��� �
<br /> 1=I I I=I ( I a a � ��I I 1�i�I =I , �=� I -���;��-I i i�� .=� I =� SEE STRUCTURAL ' � � I I I- -i I I- Z �
<br /> I � I (- FOR FOOTING SIZE
<br /> -I � �-� � �-I a �.4 a _ ° - ( I
<br /> SEE 2/14, 3/14 & 6/14 a I I-II I=) I I G a ° SEE STRUCTURAL SEE STRUCTURAL
<br /> FOR BUILDING ENCLOSURE AND REBAR
<br /> �I-I I I-I I I-I � I- - FOR FOOTING SIZE FOR F04TING SlZE
<br /> SIDING AT FDN DETAlLS i-� I I-I l 1-1 � �-� � 1-1 ( I-I I I-I ( I=1 I 1=1 f 1=1 I 1=1 I I- AND REBAR AND REBAR
<br /> - COMMON WALL �
<br /> SIDINC c� CONCRETE WALL � �
<br /> COMMON WA�L AT FDN. STEP C4MM4N WALL FTG. UNIT-GAR. 6 FOOTINC GARAGE-GARAGE � CQMMON WALL FTG. UNIT-UNIT � �
<br /> 18 14 10 °� N
<br /> � .
<br /> ' 1-1�2 = 1 -0 P�N 1 = 1 -0 SECTION � 1 f2 = 1 -0 SECTION 1-1/2 = 1 -0 SECTION 1 1�2 = 1 -0 SECTION a � �
<br /> » , » » : » �, , ,: „ : „ » , » o
<br /> DOOR THRESHOLD RAISED THRESHOLDS GREATER �
<br /> SEE 17/D7 FOR BUILDING » .ai ,
<br /> THAN Ya VERTICA� SHALL BE
<br /> ENCLOSURE DOOR & DOOR 2 i co
<br /> SIQING OVER PAVING - PAN DETAILS I � BEVELED W1TH A SLOP� NOT D1 V �; .
<br /> GREATER THAN ONE UNIT �
<br /> ,._. o
<br /> EXTERIOR SNEATHING � SLOPE AWAY II I F.O.S. VERTICAL W TWO UNfTS � � o N
<br /> FLASNING EA SIDE INTERIOR INTERIOR � o
<br /> DOQR NORIZONTAL Q
<br /> ' � ' � � � UNIT U
<br /> � � 1 Y 2"x 1��' M E T A L F L A S H l N G, ; i S L O P E P E R F D N. P L A N �� P A T I O/ II I 2 0 A �'"'"� �
<br /> N � PLAGE BEAD OF CAULK � � GARAGE ! I p� CONC. SLAB /�
<br /> " ; UNDER FLASNWG ; a. . 1 I aQ SLAB-ON-GRADE SEE 20A �V �
<br /> I i i I ° � a ° a ADD RISERS AS � T�"� �� S�RUC. FOR REINF. Q� � O
<br /> .I � 2x4 TRIM � I � � -���-.._: : Q NEEDED. MAX Q �j 4.: Q� :�.+
<br /> � � - I I�I'I( _a6 . a a RISER HEIGHT 7 a a a � T
<br /> 5/a x 6 �RIM i -'� ° 4 a � p 4 a � � = U
<br /> f a �j°a a a a o a a � o a
<br /> �, � z , a a a a a �
<br /> ' %2" GAP BETWEEN ;': a a r------z - a ° ° Q a � � � o _
<br /> a TRIM AND TOP a ; a W Q 4 : a ° O
<br /> cn �'' i STQNE VENEER �'' I 4 SLOPE I � p a
<br /> z �� i � z ° I�III��III��IIII�III�IIII I1fl,�-II��� �/s:12 MIN. � 20B Qw </ �
<br /> � ' VINYL BOARD � � � 4 a � I(I-)!I ��1-I I 1=I I�-"' ''-I I �/a:12 MAX. � D1 'v a Q
<br /> � j I & BATTEN SIDING 'i a l I 1=)I 1-1 I I=1 I{=)"- -� � � � _
<br /> W ; ; � a ����,��111,=��� a � - ii- �i ii_ i,- ii- �i= i�- ��_ i� ii- ii_
<br /> -� Ii � SfMULATED ! a � Q � _�I I I I I-I I i^I I I I I I=1 I I ,I I 1=I I I �I I I-i I I�,t �,
<br /> w � , a a �I I�f_I I l I I-!I I I I I-f I i_I I 1-1 I� I I 1-1� � a�
<br /> w II ��QNE VENEER ' a � a '�
<br /> ,� , E,� a � -111���11��111„,�II�III�;III, ill,;,lll����II- � �
<br /> N � , :�I - - — i — � — !I�i I li;I�I—I I I—I I I—I i I—I I i FIRM BEARING >
<br /> �, , � BUILDING PAP�R OVER � �.; „ !f-1 I I-.-.I I 1=1 I I�I I I 11=1�I I i 1=1 I I � � �=I�I �I f I I 1=I I I I I f-1 I I�I I
<br /> 4 FTc. "'-1 I I I i I- � ° -1 I I,,,'I I-1 I 1=I(I=1 I 1-1 I�-I I I
<br /> ,� ; ; SHTG/CEMENT BOARD, ' DRAIN SEE STRUG FOR �� I I I-I i I a � � "�-'� SEE S SHEETS FOR
<br /> � c� UNDER SIDING, TRIM '
<br /> > AND SIMULATED STONE. FOOTWG SIZE AND ���=��I,=,� G COMPACT FILL STRUCTURAL INFORMATION
<br /> � REINFORCEMENT 10 MIL. VAPOR BARRIER
<br /> _ .�"'+
<br /> � VINYL BOARD & BATTEN � �
<br /> = OVER BUILDING PAPER GARAGE SLAB & APRCJN THRESHOLD c� PATIQ/GARAGE INTERIOR WALL FQOTING a�
<br /> OVER EXT. PLYWOOD 7
<br /> ' SHEATHING '' `
<br /> , 11 » r „ �, � » ,� � ,� �
<br /> � 1 = 1 -0 1-1/2 = 1 -0 SECTION 1 = 1 -0 SECTION Q �
<br /> , ,
<br /> ,
<br /> � ' CEMENT BOARD OVER E'� FRAMING
<br /> o �
<br /> j EXTERIOR SHEATHING �'' ��+ Q
<br /> I � f, W
<br /> � VINYL BQARD �;� � UN1T � �
<br /> � & BATTEN SIDING I FRONT DOOR I � �
<br /> �i � � THRSILL PANOAND � W � U
<br /> SIMULATED I �
<br /> � STONE VENEER � INTERIOR FINISH � � „ CONNEC�TION R � �
<br /> � �j N O T S N O W N { 3/2 C O N C R E T E S L AB E E D E T A IL 1 7/1 � � _
<br /> � N
<br /> � j B U I L D I N G P A P E R O V E R � S L O P E %4" 2 0 B � �
<br /> a � � a�
<br /> R A I L I N G B Y O T H E R S FINISH FLOOR 2% SL.OPE 5 N
<br /> ; � � , j PER FOOT �� O P E N W G B E T W E E N ------------ 1x PT SPACER D 1 � O � �
<br /> SHTG CEMENT BOARD
<br /> UNDER SIDING TR)M I
<br /> Z ; ' � , z FDN. HT. RAILS NOT TO DBL 2X PT PLATE � I ,
<br /> � AND SIMULATED STONE. �' ' -- 3�/z" CONC. SLAS x EXCEED 4" 8" LE A C � � �
<br /> , =N Q C AR N E 20B 2 $ � � � y.
<br /> , a PER � \ � � SLOPE PATIQ SI.AB ��, � �+
<br /> � ' ' FDN. PLAN "' � TO GRADE N D1 � i
<br /> i ; „ Q. AWAY FROM BLDG. �+- i 2 e � � O
<br /> � 1 GAP MIN. , a _ R
<br /> a 4 ; � ;' I � � ' � � ( � f ; D L I w � � Z
<br /> ° ' -� PAVING OR GRADE- a I�_i I Q `D -) � � � � � � i � � ( � I I i � - -� , a --- --� '"" W 0
<br /> � � 1=1 I I-.�1=1 - �-, � �
<br /> - - - - -
<br /> - - 4 a a f I=k f I�{ I !=1 I 1=f =� a 6" '- �-�p � �
<br /> a iii=iii= ii=iii=i � � �_ � - �- � �-i �
<br /> ,I I I;;.,I I I,�I I 1= � •-
<br /> , �1�1=��il�� f � � i � I a 3„ — -� ���_� ��0 D -. .....:..: .... . .. ... .. .. .. � 0
<br /> =1 I I, f-1 I;I -1 I- � � _
<br /> � � � i'I I i THICKEN SLAB TO i g�� �
<br /> i I A MINUMUM OF 2" � GARAGE � � a ,
<br /> I (��i 4 I a 8„ CONCRETE FOOTING BELOW GRADE �O i p � r
<br /> VINYL BASE STONE VENEER BASE SEE STRUC. SNEETS SEE DETAIL 7/S6.0 �0
<br /> WATEPROOFING � O � �
<br /> (SE� ELEVATIONS FOR SPECIFIC FINISH CONDITION) FOR FOOTING DETAIL �i�� FOR REINFORCING SEE 12/D6 & 6/13 J Q
<br /> �
<br /> W
<br /> 0
<br /> WATERTABLE BASE FINISH PORCH EDGE DETAIL ON-CRADE PORCH/PATIO SLAB THRESHOLQ AT F�UNQATION o JohNo.: 13-47
<br /> 20 �� �� s
<br /> z Sheet No.:
<br /> 1-1/2" = 1'-0" SECTION 1-1/2" = 1'-0" 1-1/2" = 1'-0" SECTION 1 1/2" = 1'-0" SECTION �
<br /> ~ D2�
<br /> Sheet Order: a � U F R E S D 1 �
<br /> _
<br />
|