tl'PIG,4L RO� �SS�M�1�'r: �IP�NDRAII� GRIPS: I I/4" MIN., 2" MAX. DI?�M., 4" .
<br /> i�O�INC� P�R ���VA�fiION / t1'PIG,4� ROOF ASS�M��.1': MIN., 6 I/4" M?�X. GIRGUM. HftNDR?�IL MUST BE
<br /> �15 ,4SPI-1ALT 5,4TURATED ��I�T / GONTINUOUS FOR FULL LENGTH O� 5T?.IR BUT
<br /> SHE.4THfNC� P�R GOYEi� SHEET / GOMPOSItION ROOFINC� O/ C2) MAY TERMIN?�TE A�T NEYV�L POST 01/ER THE UNPUBLISHED WORK
<br /> LAY�RS ASPNA�T S,4TURAt�D LOW�ST TR�AD. �NDS OP HA�ND�AIL SHA�LL
<br /> �R,4MINCz P�f� PLANS/ �ELT O/ SHE.4THINCx PER REIURN TO Wf�LL OR NEWEL P05T. HANDft�IL 201 1 QHackworth Group Architecture/Planning,ps
<br /> fNSU�.. ��R G01�R SI���7' / StRUCtURAL O/ �R4MINC� PER MUST RE515T 200 LB. POINT LOAD IN ANY
<br /> 5�8�� �•��• StRUGtUR4L O/ 5/8" C�WB G�II.INCx DIREGTION. OPEN H?�NDR?�IL MEMBERS 5P,4GEU
<br /> Sd � �" O.C. Tl'(�. 12 W/ INSULATION PER COV�R SHE�T. TO NOT ?�l�LOW PA55i�C�E O� 4" Sf��#�R� EXGEPT �� (U #� ,4t EAGF-{ NOSIN� `3'
<br /> NOTG## C-���I�E �ND TRUSS OR TRIANGULAf� OP�NING BETWE�N BOTTOM / .
<br /> WALL FOR oUTLOOKS �P�R ��EV. INSULATION SA�f�.E EXTEND 12" ,4BY. M�MB�R ,4ND STAIR TR�,4D MUST NOT ALLOW
<br /> � INSL4L. I I/2° CLEAR AIRSPAGE � PA55AG� OF 6" �PH�RE.
<br /> SHEET M�TA� RAK� EDC�E -'.•e<' : , , . . • . I1" MIN. T�,4D NOvINCx
<br /> � C1� SIMPSON H I �RAMINCx ANCHOR °" f'R�OFfL� ,4S SNOWN:
<br /> FLASHINCa �
<br /> �� � �� - m •.f���,:•�4�f;�-<<x.::
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<br /> 1/2 R4DIUS EDCx� .:;�,�;f,:��x;f:;.�;::<:;.>>>:;%�,,:::::::h:.�:�::,:. :.�
<br /> � 24 O.G. CtYP g EAGN tRUSS) BEAM 4 NANC�ER ,.....,/.,,,��.,,�,F� , � � ,. �.�
<br /> Q . '�� !• �'�Ff '.�.. ff%`/.ff`/<f. �
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<br /> I ELEYATION I I= I I=I I I= � �� � � � F�,.�.,�� ��
<br /> 50�ID 2X �AYE BLOGIGINC�, � 1 �� � �. .:���',� -1 Pi�OJECT'ION n� .� .>.,.���;.>•,"`�,"����`�� �.�n�„.�.:,.'<#;�.,:.��<::,,�::.. �
<br /> AN CN,4M�ER tOP 70 ROO� SLOPE Z N051P�1C�: 3/4 MIN. - _ _ _ �°aa o� . -2" D�PtN -«: ,�•, :.,s_,<<.,.��: .u> _H�,,.�.�..<,�,%<,;:,�.w<,�.:,,,.�:::.�<��;�
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<br /> ��R 2X4 �LA�' OUTLOOKS � ��" O.C. � PER PL TO PROVIDE FULL GONTACt WITH N ? I I/2" MAX. -I I I�I I I-I I I-I I � <.,� .�. �. �
<br /> 0 � - ��-���- - a, ��,..\��,�a:.•.: . _ X �, r +� hit � c � ur � � P [ � nr� ir� g
<br /> PI�AN lU/ 2X2 BLK'Ca BETIUEEN SNEAtNINCx, UJ/ Sd � 4 O.G. Z - �, 2X4 NAILE�2 AS i j I_ _ a � � � � .° � �
<br /> � � � I I I-I I I- � � '� ��� CONCRETE SIDEUJALK 3815 S. Othello St. Ste. 100-341 Seattle, WA 98118
<br /> � �j��?, R�Q U I R E D � • OR LANDINC� 206-443-1181
<br /> �,41G� P�A`t� OR C�,48L� `TRUSS SHEET M�7AL �LASHINCa INTO � �, �,�I I I=I I I=I I I-_ . � � 'a:;�.: -;;'.;:; ,�
<br /> CS�E STRUC7UR,4L) CxUttER _ � FIRE BLOGKINC� REQUIR�D � I I I-I I I-I I I=-� . '
<br /> �. '`.., I,.. . , , ;;.
<br /> �� GONt. M�TAI. CxUtTER m u~i 10" MIN. �4L.ONC� StRINC��R BEtW�EN � -I - - '�.' .
<br /> 16d tOEN�IL g 6 O.G. ItYP) 0 �, �AGH 57UD � -� � .�I I I=I I I=_ ` � � .°.' ,
<br /> }- O TR�AD / 2X4 CONTINUOUS �I� * 4 AT 2� O.G. � I I=I I I=I�� ' �. .: �'��
<br /> A3� � 2�" O.C. FASCIA PER �LEVATION - � �•. , a:
<br /> � � �,�OCKI,�� g MIDPOIN� � =I I I=I I I=I I I�.'a,'. :a .'.�. � � '^���, >
<br /> PER 1/2" SH�ATHINCx g OVERHANCx PER "� / EACN RUN C3) 2x12 t ,< � ' ' �
<br /> 2X6 N��2 BRAG� SIDfNC� PER EL�vATION / PLAN COVER SHEET S7RINC��RS C1) *4 A7 �OTTOM --� I I=I I I=I I I-I I I- � � a :� " a ,.�, � �. �, �
<br /> � -�2�� o.c. w� a�3 *I� ASPNA�T vATl�RA7�D F�l�T / � x W ;_ =1 I 1=1 I 1=1 •:. A� : . : . .��� . . • �:e �: � .� �
<br /> SIDINCz PER EL�YATION/ � �q� PF20T�GT WA1.LS �ND - � �� �
<br /> E�4CH END SHEATHfNCa f��R COV�R SHEE7/ I-I I I=_�-_ ��. �0�� '� r fa7
<br /> 2X StUD� I�ER PLANS / NO. 15 ,48PNALt S,47UR4tED �ELt/ r �� 3/8" ANGHORS � UNDEi�SIDE � STAIRS IN � ( I= _ _ =I ' � �f �
<br /> INSUL/�tfON �'�R G01/�R SH��t / SNE.4TNINCx PER COVER SN�ET/ 8„ �G ENGLOS�D S�P�4C�S UND�R ' I - .t� t�b� �°�'
<br /> 1/2" C�.W.�. 2X 5TUp8 PER PL�4N STAIRS W/ 1/2 C�W� �,;, I - I I-I I i I I-I I ��,I � �- �'�, ����}.�,�&.� �
<br /> 2X� t�+RUSt ��ocK � � I-I I I-
<br /> UJ/ INSUL. PER GOv�R SH�ET/ P�R IRC R31122 � �=1 I I I I I- S�►�j��� �,
<br /> � �RAMINCx � �OUNDATION Y�" Ca.W.B. INTERIOR �INISH a„
<br /> DIM�NSION �
<br /> �R�4MINCx � FOUNDAtION
<br /> DIMENSION ��� � � ��j� �
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<br /> ���G�tl.• ��t�� 12 ���G�t� ��t�� 11 ����i�� ST��� 10 G��G���� ST��S �� G��t�� 9 .
<br /> SCALE: 3/�" = 1'-0" ,d,� SC,4LE: 3/�" = 1'-0"
<br /> ,41 SCALE: 3/4�� = 1��0�� ,�,� SC,4LE: 3/�4�� - 1��(d�� •
<br /> �,1
<br /> � .
<br /> �
<br /> GOLUMN LU/ POST B�SE � _ 7��' R�GISTER£D
<br /> P�R PLAN FRAMING � ��
<br /> FOUND?�TION DIM. +
<br /> S" SQUAf�E GONC. �
<br /> COLUMN PLINTN �.IN� O� �OOtINCx . Pt�it Mccu� uc�
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<br /> PORCH 51.,48 �DCxE 2�� CONS RUG�fON 2X6 P.7. SI�I� W/ �,.�. P�R STATE pF WASHINGTON '
<br /> COLUMN lU/ POST BASE .
<br /> PER PLAN �.UJ. SCI�I�DUL�
<br /> PER PLAN
<br /> S"X 8" P�INtN W/ l�) *4 CONCRETE SLAB ON CxRADE 2q.�� POUNDIATION DIM. �
<br /> � GONGRETE SLAB ON GR?�DE
<br /> ISLOPE PER PLAN) O/ 6 MIL V.B.
<br /> 1/�RT. RE8,4R lU/ 6" HOOK CONCRET� S�A� ON C�RADE „ O/ 4" GRANUL�R �ILL .
<br /> CSLOPE P�R PLAN) 4�� �R,qNULAR �ILL � � 2� o G 12 24" IUID� RlCxlp INSU�.,4,TION g �XPANSION S7RIP
<br /> �INISH C�R�p� �� PROJECT NAME
<br /> �" C�RANULAR �ILL S�AB PERIMET�R GONGRETE SL�4B ON GRAD�
<br /> �INISN CxR4D� PORGH SLA�� _ (SLOPE PER PL?�N)
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<br /> PLAN A221
<br /> (SLOP� P�R PLAN) O/ 6 MIL. BLAGK V.B.
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<br /> ��, a . . . . . �� I �- I I I-I I I-I � �- (1) *� AT BOTTOM 1=1 I ,� - �_I -� _ .. �: ... ��� 1=1 I 1=1 I �- ' � '
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<br /> - _ „ �� - - -, � �� i - - - � � � -, � � C 0 MMUNITIE S
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<br /> 4" D1�4. �i- - - I 2�"X 2�F"X S" �tC� W/ C2) �' DI�'. - -I I I I I I I I I I � *4 1/E�2TIGAL REBAR � IS" 4" D1�4. RIGID P�FZF. ' ' � - -I I I,-
<br /> DOWNSPOUT -I I I-I I I I I I I I � *4 �,�, g gOTtOM, MIN. 3" DOWNSPOUT �IN� OF P�INt�I BEl'OND -I � I-I � � � � �-� ' ' � � �� I I I I I I-I I I I I �
<br /> „ O.G. UJ/ ,4Lt. BENDS UJ/ 4 PIP� / YV�SF#�D
<br /> TIGHTLINE TO CL.R. TO E,4RTN TIGHTLINE TO 4 DI�. RIGID N�pK Gfi�AV�I� �11.L. / WRAP
<br /> APPRO�/�D �� �� �� �PPROVED „ PER�. PIPE / �� �� �� �� �� ��
<br /> D15GH�4RGE S 8 � D15GH�4RGE S WASHED GR.4VEL ' S �' (2) �4 CONT, m BOT. FTCx. MIN � �ILT�I� ���i�IG � � � C2) *q. GONT. � BOt. �tCx. MfN
<br /> FILL / WR?�P fN/ 3" GLR t0 EARt+� 3" G1�R. t0 ��,Rt�4 �
<br /> 2'_0" FIL't�R P,4BRIG 1����� 1�_6�� �
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<br /> SC,4�.E: 3/�" = 1'-(d" ,�,� SC,4LE: 3/�" = 1'-0°
<br /> ,�1 SC,4LE: 3/4" = I'-(d" ,Ll,� SCALE: 3/d��� = 1�-��� -
<br /> �� DRAWING TITLE
<br /> ��V I���� � ��
<br /> ���� � ��
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<br /> 2X6 P.T. SIL� Wi �/8" X 10" II ��MING � 2X6 P.T. SILL UJ/ �✓/8" X 10" FRAMING � 2X6 P.T. SILL W/ 5/8" X 10" ; �
<br /> A.S. UJ/ 3" X 3" X 1/4" SG2U.4RE FOUNDATION DIM. !�$. W/ 3" X 3" X 1/4" SQU,4RE �OUND?�TION DIM. ,4.8. UJ/ 3" X 3" X I/�" SQUA1�� '
<br /> PR?�MING � WASH�RS � 3m O.G. TYP. 12 �� �� �� �� '
<br /> FOUNDp,TION DIM. MAX �ROM ENDS � JOfNl'S W�45HER5 g 30 O.G, tYP. 12 U1,45�#�R� � 30 O.C. Tl'P. 12
<br /> C7" MfN EMBED) EXG�PT �48 MAX �ROM ENDS 4 JOINTS M,4X Fi�OM �Npa � JOINTS
<br /> 2X WALL C� MIN EMB�D) EXGEPT ,4S 2X4 P.t. SIL� W/ A.�, l7 MIN EMBED) �XCEPT AS ISSU�� ZSS��'T2�II
<br /> 2x WA�.L NOTED ON S+�EARWALL eoN�t(�UctioN NOT�D oN SHE�4RlUALL P�R STRUCTUR�I� 2x WALI� coNStRUCtION 2x WA1-� NOT�p ON SH�Ai�W�4�� ,�
<br /> CONSTRUCtfON SGH�pUL.E P�R PL�N SCHEDUL� � ; P�R PL�N GONStRUGtION SCN�DUI��
<br /> PER PL.,4N JO� NO. 1���
<br /> I� EX}�ANSION STi�IP 16d g �" O.C. SOLE GONGRETE SLaB ON GRADE ��� ���N GONGR�TE SLAB ON GRAD� DRAWN BY TI_�
<br /> 16d � 4 O.C. 50�� O/ 6 MIL V.B.
<br /> PLAtE 1�lAILINCx GONGR�TE 5L?�� ON C�R�D� ��-��� N�II�INCx O/ 4" GRf4NULP�R FILL GONGRETE 5J�,4� ON C�1�AD� ��� �, ��� o� SO�� O/ 6 MIL Y�F'OR RET?�RD�R
<br /> �xeEPT AS NOT�p o� �° �RA►�u�a,� Fi�� CHECKED �Y .4i�1`�
<br /> EXCEPl' AS NOTEI� (SLOP� P�R PL�.N) ON Sb�,4RWALL O/ 6 MIL V.B. i�1�.4t� NA1I�INC�
<br /> 24" WIDE RICxID INSULATION � O/ 4" GRANUL�R �ILL �XCEPt ,4S NOt�D 2�" UJID� RIC�Ip INSUI�ATION �
<br /> oN sN�aRwa�� REVISIOIVS
<br /> ON SN�ARW,4�.L O/ 6 MIL. BL,hGK V.B. SGImI�pULE gLAR P�RIM�TER S�A� PERIMETER _�0
<br /> SCN�pLII.E O/ 4" GR?�NUL?�R �ILL G?�RAGE SLf�B 5C�#gDUL�
<br /> �INISH C��D� (SLOP� PER PLAN) '
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<br /> DOWNSF'OUT � � � � 4 . ; CASt IN PL,4C� r � 4 `�a.` < ..�..� .�' c!� tlJ � ,
<br /> ' °a: � °° � � eoNci��� ��� � 9� 4�� flIA.
<br /> TIGHTL11�1� TO / / // //// a � STEMUJ,4�L d .° . �� ° 4:.,.' \ \ \ - - - - - _ - - _ - - : .a _' \ \ \
<br /> ��� � � � ° � � � � -i . . . _ ������������i� � i�i��i��i�� I I (=1 I 1=) I 1= �- �
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<br /> � � �,� �� � : ����� �
<br /> DISGHA�GE �,, _ � / / �/ / � -� FOOTINC� .° //��� / / I � - - ' I -��' TIGt�TLINE TO �/ �/� / / „
<br /> \ - �\�/��j� �� -i /�\/�\ �-I - I-I I I-I I- I I I I I-I I I-I I I I I- I I I _ - ��\\�\ � � '. a.. \�\���\��� 'f11 �S �.G.
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<br /> P E R�. P I P E / ^ I I I I-I I I-I I -I I I-I I � . :. °° \ _ I I=I I I-I I MIN �" G�.R t0 �,�RtH �- � ` ��:. ���
<br /> w�,5+��� GRavEL � 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=I I I= I'-�" -I I I , %��\% I I I:� I I I=
<br /> �"-'- � w'�`P "" - - _I I 1= I =� ' =1 I 1=1 I I- ° � - - I I 1=1 I 1=' '_ _ '' ' - �
<br /> FILT�R ��BRIG - - -� •
<br /> =1 I I-- I I „- „ ;,I I I��� I 1=1 I I- =1 I I��I I I �I I ,,,I I I, I I ,,I I I,�,I I 1,=I � i= _
<br /> �I-I I� - , 4�� ���,. ����, ���� '�, I= = I I I=I I I� I I= sHEET N0.
<br /> I � ���5������. -_, , ,I I I��I I I I I I I I I� I I I���I I
<br /> l2) "'� GONt, m BOt. �tCx. (2) *4 C O N t. � B O T. F T C x. C 2) �'� C O N 7. � �O T. �T C�s.
<br /> 5�� 8�� 5�� MIN 3" CLR TO E,4RTN 4�� 8�� ��� � 8 � � .
<br /> MIN 3" C1.R. t0 �ARtH �IL7�R �/��RIG " " " MIN 3" CLR. �O EARTI-1 � '
<br /> , „ *4 1/ERtIC.4L REB,4R �+ 18" _ � * „ GASt-IN-P�AGE # ��
<br /> � -6 O.G, lU/ ALT. BENDS W/ �" � q. 4 1/ERtICAL REBAR � IS GONC�TE ST�MW/dLL ��o��� 4� 1/�RTICAI� RE��R � 1�
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