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tYPICAL ROO� ASSEM�LY: HANDRAIL GRIPS: I 1/4" MIN., 2" MAX. DIAM., 4" <br /> ROO�INCs PER ELEvAtION / tYPICAL ROOF ASSEMBLY: MIN., 6 1/4" MAX. GIRGUM. HANDRAIL MUST BE <br /> GONTINUOUS FOR �ULL LENGTH OF STAIR BUT <br /> �15 ASPNALt SAtURAtED �ELt / COMPOSItION 'ROO�INCs O! l2J MAY TFRMINATE AT NEINEL POST OVER THE <br /> SNEAtNINCs PER COvER SNEEt / UNPUBLISHED WQRK <br /> LAYERS ASPNALt SAtURAtED 1.OW�51" �fiR�AD. ENDS O� HANDRAIL SHALL 2Q11 C <br /> �RAMINCs PER PLANS/ QHackworth Group Architecture/Planning,�s <br /> �ELt O/ SNEAtNINGs PER RE`�1JRN TO WALL OR NEWEL POST. HANDRAIL <br /> INSUL. PER COvER SE-IEEt / StRUCtURAL O/ FRAMINC� PER MUST RESIST 200 LB. POINT LOAD IN ANY <br /> 5f8�� Cs•W.B• StRUCtURAL O/ 5/8" �WB CEILINCs DIREGTION. OPEN HANDRAIL MEMBERS SPAGED <br /> — 8d �+ 4" O.G. tYP. W/ INSULAtION PER COvER SNEEt, TO NOT ALLOW PASSAGE OF 4" SPHERE EX�EPT - l U "4 At EACN N051NCs <br /> - NOTGf-k GABLE END TRU55 OR 12 TRIANGULAR OPENING BETWEEN BOTTOM �r- <br /> WALL FOR OUTl�OOKS �~�\����'�R ��.EV. INSU�AtION BA�LE EXtEND 12" ABV. MEMBER AND STAIR TREAD MUST NOT ALLOW <br /> ��� INSUL. I I/2" CLEAR AIRSPACE � PASSAGE OF 6" SPHERE. <br /> S+WIEEt MEtAL RAKE EDC�E tREAD NOSINC� <br /> �.: �.a..�q<: : �,4, <br /> � � � il" M <br /> FLASNINCs �'` Ci) SIMPSON N I FRAMINCs ANCNOR - -'�"� .� � � �� °,;; ��: `a:� � PRO�ILE AS SNOUJN: <br /> BE�4M 4 NANCsER � -1/2" RADIUS �+ EDC�E k° � '�f ���y'��� �� �'�„��� <br /> �+ 24" O.C. l tYP � EACN tRUSS) OF NOSINCs � � } t���/� ��� , �, <br /> BARCsE BOARD AND tRIM PER -- � PER PLAN - _ <br /> ELEvAtION � - a-�'a� � � , -1 PROJECtION <�, „�� �, h �'� <br /> I SO�ID 2X EAvE BLOCKINCs ui I y���� � �� ����� . � � r ,�� ��;��� ��� <br /> Q '.. 1 . '� ��'�'' �l'� �_M`N f"+' �v+,'�i' v' .4 <br /> ..4 $ .? � l,}` � +'*'w.t.,'+'�,'' !�/'. <br /> � <br /> . <br /> I I- I�='� � �e '�� J'� .c f5,�i���;^a x. 4 }l ar s r�x ``�.���!*�.?�,•�,l <br /> CNAMFER tOP TO ROO� SLOPE Z � NOSING; 3/4" MIN. <br /> ~ ''� _ II <br /> �. _ 2X4 FLAt OUtLOOKS �+ 4a" O.C. " \ PER PLAN t0 PROVIDE �ULL CONtACt WItH ci) ? 1 1/2" MAX. - � _ �� � �� � .`�'� . .;. „ .. . . . 2 DEP�"N �'����,���;�,. .�, �� .:�;��r���.��� <br /> PER W/ 2X2BLKCsBEtWEEN a „ti1�Y,�n o _ X A �' � hit � � �. � r � .� � � � r� � e � � <br /> SNEAtNINCs, W! 8d �+ 4" O.G. a � �� I I-I I I�I I I-I I � .: �::.�::. :`,�4 t- <[ <br /> PLAN , � � �! 2X4 NAILEI'� AS � ( �=� � �-, � ��) � �_ a . '. . . � CpNCR�TE vlt�E�J,4LK 3815 S. t�thello St. Ste. 100-341 Seattle, WA 98118 <br /> � • <br /> �--^— RAKE PLAtE OR CsABLE tRUSS _� ��-�,f REQUIRED ' I u 4 p�; �,q����� 206-443-1181 <br /> "------- SNE�'C METAL �LASNINCx INTO � %�,� I-) � �-���_��� _'; . : ,� ;. ::4';::;, - <br /> _ � FIRE BLOCKINCs REQUIRED � ' �=1 � (,;,I I i=l I =—� : <br /> l SEE STRUCTURAL) f-�, �, C:t�t�'�R �. °':�+•: ; : .* <br /> ' �.9 �' AI_ONGs StRINCs�R �EtW��N �I � _� - �_ �. . „ Q ' ' <br /> `"`'-- t6d tOENAIL � 6" O.G. CTYP� r-� CONt. MEtAL CsUttER 4 � 1 " MIN. EACN StUD � � , � ,-;--I f 1=1 I I -� <br /> �I .`�:. ��. ::°'. <br /> t-`. �" � �R�'�"� � �-- 2X4 CONTINUOUS FIRE � '�`� 2� Q'�' ��=� � �_� � =� 3 <br /> A35 �+ 24" O.G. PER �ASCIA PER EL�EvAtION � � 3 :".`:'A : <br /> �t d BLOCKINCs �+ MIDPOINt OF �` � I=) � ��' � I��:xi . ; , ,�' � � ��1 <br /> 1/2 SNEAtNINCs OvERNANCs PER � EACN RUN C3� 2x12 � ��1�t�;�;� ` <br /> 2X6 NF*2 BRAGE -- SIDINCs PER ELEvAtION / � I PLAN COv SN t - StRINCsERS C1) "4 At BOttOM �� ���(-I I I=I � I= � . .:�. . <br /> � '12" �.G. W/ A23 �15 ASPNALt SAtURAtED �ELt / ,-�-� -_^____� ER EE � X� - �-� ��-����- ": 4¢ „ V �q..; , a t�a, �� � <br /> EACN END SNEAtNINCs PER COvER SI-IEEt/ - SIDINCs PER ELEvAtION/ �y �� PROtECt WALLS AND � i=� � �_�� _.b ��. � � ` � <br /> 2X StUDS PER PLANS / NO. 15 ASPNALT SATURATED �ELT/ r- �pL 3/�,�� �,NGHORS � UNDEi�SIDE OF STAIRS IN � � I=I I I=I I I=II � I=� � � � � <br /> INSULAtION PER COvER SNEEt / SI-IEAtNINCs PER COvER SNEEt/ 8„ �� ENCLOSED S�PACES UNDER � � I-� � ��k I �_� � I �= I �=� I � ( I I- �•s� ��y�,� �� <br /> I/2" Cs.W.B. 2X StUDS PER PLAN StA IR5 W/ I/2 C�tU�3 ' '�"� I (=I I 1-� I I=1 I I � � I-� ' '�•S' ��t,�c�c�'�' �� <br /> �' W/ INSUL. PER COvER SNEEt/ 2X4 tNRUSt BLOCK PER IRC R311.2.2 <br /> �RAMINCs 4 FOUNDAtION 4�" Cs.W.B. INtERIOR �INISN ��� �'���A►� �'� <br /> D IMENSI ON �, <br /> „ �RAMINCs 4 FOUNDAtION <br /> DIMENSION ��� 2 � ���� <br /> TY�"'I G�L 4���� �a TYf�I G�L ���� �� TY1�I G�L S��I 4� �� GO1�G4��T� ST��"'S O1� G4��I�� � <br /> sC���: ����� = ,�-m�� �,� �����: ����� _ ��-��, <br /> ,t�) SCALE: 3/4" = 1'-R?" ,d,1 SC�L�: 3I�F"" = 1'-Qa" ,L�1 <br /> � <br /> s� <br /> COLUMN W/ POSt BASE ���' RE�GISTERED <br /> PER PLAN � �RAMIN� $ �T <br /> � FOUNDAT I ON D I M. -- — * <br /> 8" SQUARE CONC, <br /> COLUMN PLINtN LINE 4F FOOtINCs , Ptt�� Mccu� u� <br /> coLUMN Wi POSt BASE PORCN SLAB EDGE 3°� 2x WALL - 2x6 P.t. SILL Wi A.B. PER STAT� tlF WASkilN�Tt�N <br /> PER PLAN --. -� GONStRUCtION <br /> .��� PER PLAN S.W. SCNEDULE <br /> Y GONGRETE SLAB ON �RADE FRAMING $ <br /> 8"X 8" PLINtN W/ l4) "� CONCREtE SLAB ON C�RAD� � 24" � O/ 6 MIL �/.B. FOUNDATION DIM. -��---7t[ <br /> vERt. REBAR W/ 6" NOOK CONCREtE SLAB ON CsRADE ISLOPE PER PLAN) � O/ 4" GRANULAR FILL <br /> FINISN CsRADE � ISLOPE PER PLAN) �� � *'3 � 24" t�.G. ���� <br /> II 4 CsRANULAR �ILL � 24 WIDE RICsID INSULAtIC7N �+ EXP�4NSION StRIP PROJECT NAME <br /> 4 CsRANULAR �ILL SLAB PERIMEtER GONGRETE SLAB ON GRADE <br /> FlNl�l-4 C�R4I�E F't�RGH 5�.t�� _ � (SLOPE PER PLAN) <br /> � (SL�P� P�i�. PL?�N) .. , ,; : .�.. „ . ..d . DR�PE PER PLAN) O/ 6 MIL. �LAGK �/.B. �LAN A2 2 2 <br /> ,� � .� ,--� . .a . :� .�� . a � . � �5:. . .: �.•. .a, .a,: O/ 4 GRANULAR FILL <br /> .. , . . ... <br /> . <br /> , . .�� ��: ���r���.� � �� <br /> :.. . <br /> f 11 �4 At BOttOM a � � �� �� � ' ' - � � ` <br /> �' - " i Z <br /> .:�, , +"� � � ' �"' r� �i2E� PRAIt*Eli�� � _ ������ � � � <br /> . , <br /> � a , , .a � � a�� . . �ILL � <br /> , — <br /> —: �/�j ��� ..�. . ;��::. ` �/'�/`���%��.i — —_—� — — _ — _ _ — 1/\�j\�j��/���j�f� . `.. a,.� ���j��j��///�i� mm-__--_.I '�� ctl _ . , . :. �.�4�. <br /> .�. �; ''.9 <br /> _ <br /> 111—I I I—I I I � <br /> .. . _____ , •d ,,.• .:.s •�:.4 <br /> � — — �� �� �� � - : a ��%������ � — � � � �� �a� � II-111=111—II -111=111, � �� ��� ���� �� �� �_iii—ii , ,� _ . <br /> z =�i i=� � ���% .. �. :. : ,,��,�����,� �—i � ��i � i=� � �— � � = � — — _ _ _ _ �A : -0� <br /> � �_� ____ Q : a � .. <br /> --- ,,�,��,,�,,�.,,� , �,,�,,�,�,� � _ <br /> �' I—I I 1=1 I 1= <br /> � ;�� :. . � ������`,��,� — � i.�� i �_��i � .�� �:a:� �� - — �� � �=i i iJ� � �—� � �. ����,��,��,��,� e . .-0 . ,,��,�,��� � <br /> _ 1=1 I I % � a. a . �� ��� % I I 1=1 I �- ' ' ��I I I— i � � ��. ����z. ���,�� �� �,�, r, ,�, � �,���,%� -111=� — . . <br /> � =1 (= l ,� . ., . .q .. ,. . � � _ - �+ -- � +� �. ,�-r z�.�� o.c. � �a o.�. _ _ ,� . a ��, — � — _ a ,,,� — — — — - <br /> . .: . . � _ . <br /> _, _ � . -0:. _ a. � . —r ' �— I =l I I I- � — ., � , . . _ - � P R E M I E R <br /> . . . <br /> , . a <br /> . : _ — <br /> �i � �— �; ,. . . . a d . . . �.: ;,� � i �= _ — _ =- — — —_ -_ __ _ . w� ___ __ � —,—_� <br /> _ . <br /> .. � � 3 � ��� � � � � � � � i�� � �. -0q . *� ... . �,%, � � ii —ii � � —� � � .��,, _-- �ii,;;��— � � <br /> : .� .: . ... .. � � i ���i_ �... , � i � �iE� <br /> �� d. . . . I I � _ �v N� ar BorroM � �i� i � — . .' �. � �. '� �_� C (--,� � �� <br /> _ ° :° : . . <br /> � � 1-1!I — — k <br /> _ „ �I I I __ �� � .-. �, , ,I i � _ —__ — - _�� C O MMUNITIE S <br /> � _ _ _ <br /> 4" DIA. � � � _ - -- 24"X 24"X 8" �T�x W/ l2) 4 DIA. - �I ( � � � ��E � � � � ��+4 Y`��TIG�t�. i����,� � I�" „ � ,�_�. ___ _ _ - <br /> I N „ DOWNSPOUT , -� � - � � �-� � � � � 4 DIA. RIGID fi�RF. I I I I � I-I � � � � �� <br /> DOWNSPOUT �� � �i� � � � � �-� � - 4 E.W. � BOttOM, MIN, 3 LINE O� PLINtN BEYOND „ �--� � � C�.G. �l1! A�T. ��h1I�5 U1/ �" PIPE / Y'�4ASHED <br /> TIGHTLINE TO CLR. t0 EARtN TIGHTLINE TO 4 DIA. RIGID ��� <br /> APPRO�/ED APPRO�/ED PERF. PIPE / GRAVEL �ILL / WRAP <br /> 8�� 8° 8° 8�� 5�� 8° 5�� W/ FILTER FABRIG �E� 8�� ��� <br /> DISGHARGE . ., _ . DISGHARGE WASHED GRA�/EL • ,, ,, (2) "4 CONt, � BOT. FtCs. MIN l2) "4 CONt. � BOt. FtGs. MIN <br /> FILL / Y`dRAP W/ � 3" CL�. TO EARtN 3" CLR TO EARtN <br /> ��0" FILTFR FABRIG 1'p�" 1'6�" <br /> _._._.�G <br /> �1 7 �I <br /> �'01ZG� GOL.UMI� �'LI1�T� S �'01�G� SL�� �1�G� —� f�04�G� 51��� � �OUS� �1�1�. �"'�4�IM. � �1�1�. � G�1��G� �1�T�Y � <br /> SCA��: 3r`4" = I'-0" ,�,,� �AL�: 3/4" = I'-0° <br /> ,l�,1 SCAL.E: 3/4" = I'-0" ,1a,� SCAL�: 3/4" = I'-0" ,�1 <br /> DRA�YING TITLE <br /> �OU�II��T ( O�l <br /> i��T� l �� <br /> 2X6 P.t. SILL W/ 5/8" X Im" �RAMING $ 2X6 P.t. SILL W/ 5/8" X Im" FRAMING $ 2X6 P.T. SILL W/ �a/8" X 10" <br /> A.B. W/ �" X 3" X I/�1" SQUA{�E FOUNDATION DIM. A.B. W/ 3" X 3" X i/4" SQUARE �OUNDATION DIM. A,�. W/ 3" X 3" X 1/4" SQUAR� <br /> FRAMING � WASNERS �+ 3m" O.G. tYP. 12" <br /> FOUNDATION DIM. - i MAX FROM ENDS 4 JOINtS WASNERS �+ 3m" O.G. tYP. 12" - WASNERS � 3�" D.G. tYP. 12" <br /> MAX FROM ENDS 4 JOINtS MAX �ROM ENDS 4 JOINtS <br /> C`I" MIN �MBED) EXCEPT ,45 2X WALL l�i" MIN EMBED) EXCEPt AS 2X4 P.t. SILL W/ A.B. � l7" MIN EM�ED) EXCEPt AS ISSUED 2S��PT2�II <br /> 2X IUALL NOtED ON SNEARWALL CONStRUCtION NOtED ON SNEAR4UALL PER StRUCtURAL - . .. w �2X WALL CONStRUCtION 2X WALL NOtED ON SN�ARWALL <br /> CONStRUCtION SGNEDULE PER PLAN ----�- SCNEDULE � PER PLAN CONStRUCtION �, _ SCNEDULE <br /> PER PLAN - JOB NO. ��13 <br /> ^- EXPANSION StRIP GONGRETE SLAB ON GRADE I�ER PLAN �� <br /> 16d �+ 4" O.G. SOLE ' '' GONGRET� �LAB ON GRADE DRAWN BY TI_� <br /> If�d �+ 4" O.G. SOLE 0/ 6 MIL �/.B. <br /> PLAtE NAILINCs � - , „ GONGRETE SLAB ON GRADE 1�ad �+ 4" O.C. SOLE O/ 6 MIL �/APOR R�TARDER <br /> PLAtE NAILINCs - GONGR�T� SLA� ON GRADE EXCEPt AS NOtED O/ 4 GR�.NULAR FILL O/ 6 MIL �/.B. PLAtE NAILINCs O/ 4" GRANULAR FILL CHECKED BY APNI <br /> EXCEPt AS NOtED (SLOPE PER PLAN) ON 9NEARWALL „ O/ 4" GRANULAR FILL � EXCEPt AS NOtED <br /> ON SNEARIUALL O/ 6 MIL, BLAGK �/.B. SCN�DULE 24 WIDE RICsID INSULAtION �+ 24" WIDE RICsID INSULAtION � REVISIONS --- <br /> SLAB PERIMEtER ON SNEARWALL ; SLA�3 P�RIM�t�R <br /> SCN�DULE O/ 4" GRANULAR FILL GARAGE SLAS ---t SCNEDULE <br /> �INISH GRADE —� � (SLOPE PER PLAN) I <br /> � — . . • d� . a . . .a .. � a . . J ' � . . a "� �1 . . . '^'1 .L'q.. 4. . <br /> II � •A', .4:'a . 9 .. ' d . . . Y . . , a�, e <br /> 4 DIA. - � ( � ��q a� �a �- �. '� - FINISH GRADE —�-� - Z ��` . ;� . a " <br /> ,(� • , ."�a, � ^ � ♦ �k � aq , ��� a^W a aA� _ �.t.: � �� W •i <br /> . <br /> ..� ., ;� . CASt IN PL,4CE � ' .�� c� �t � � <br /> � �.�` . <br /> DOY`�NSPOUT � ��' °� �� � . <br /> ,� — <br /> . . . . , . . . .�.. ` °a. . ." o °a� ' <br /> TIGHTLINE T'O a .4: ...,,. ,. , , ; : :;. :�:°.. . :. ..� .. �.'4:". CONCREtE a a,'-. .; .��,: _.. ,`:° , ' ` � ` 4" DIA. -----_ , ,,� ,` ,. .,� .'�� ���..,• � _ <br /> APPRO�/ED = ����`.�fi�\��'�`�%'����� . '' ",' �. � � - OOT NALL 4 .. , ,. . � . .�,. �. /f�\\�,�\���j��\ I� .� ( �� -I - - - _ _ �� � I ` DOWNSPOUT �����1����/���/���/ �: :. � : �����%��/���� ��4��1�RI�. (�B�Ai�-- <br /> � r, � � d � , I I 1-1 I_i I -1 I I_l f.�l 11- I I I I < < i i � � <br /> D I SGHARGE �,, - � .. �� � � � �j/ � � � - i - � � '- T I GHTL I NE TO � � �` ��/ �1 � / �, <br /> , �.�; � �� = �r- _� ����t� �, �—I I 1-1 I I—I i I_ I I i—I 11=1 ( i -I I I�� � ,;-__ _ ���� � a.. ����r��� �� ,8 0.�. <br /> , .. <br /> . <br /> 4" DIA. RIGID � - !����'��� .. .. ���� �j _�����1=I � I== _ �/� ... � //����/��f . -�( I -I �-� i i-1 I 1-1 I �-j I �-j I I I � �� APPRO�/ED � z -� � �/jt/��/� � �/���%��f\�� I=1 I 1=` 1 � . <br /> � � f ... ... .. { , �j .._ k � - - �j�\� , .. :., .� a<. .. :. �.`, - � C2,� �'� CQNT. � BC?�'. �`�C�. DI�GHARGE -' � � I (- �� . '. � // �/ I � I. <br /> PER�. PIPE / ^ - � , a \�j\�j .. (_� 1 I I 1=1 I 1=1 I �— —1 I 1=1 I �\� . :. 4:° ; �.. .. ��j� -= � � �-�I-I � MIN �" GLR TO E�,RTt-1 ^ - \ '�. d:..+ ;'�., ;. /\�j - I_ <br /> WASHED GRA�/EL ( I I=�� � �.� ��-`� I 1=( 1=1 I 1= I i 1=1 I I—'� . . � �_`�I I=1 I 1=1 I 3 1'-4° -� � � l/ �/ ���:c�1 � � f- <br /> <. t. � I I I — w,,�� : :. �o. • �. �... .:. .. �\�f 1 <br /> FILL / WRAP W/ �� i I � � ,� ,� �- . .:. .: f��\� _ <br /> FILtER FABRIG <br />