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� �' REVISIONS BY <br /> 1'`C�~C� :����� �,�a �E N E R A L S P E�I F1 C A TI QN S - �uMB�R sTRE�vcT+�: PER 201.2 IRC & 2001 N.D.S. STANDARDS <br /> 1�� �V1i.—'�'t'�..?�,, �+G4p��"" CODE: HEM FIR,FOR 2x MEMBERS, DOUG FIR FOR BEAMS & HEADERS U.N.O. <br /> �� �/�� ?(��,.-�",�,r..:�� c�1� 2P�(�INTERNATIONAL RESIDENTIAL CODE (I.R.C.) & THE WA. ST. ENERGY JOISTS & RAFTERS FIBER STRESS SHEAR ELAS7ICITY <br /> ` CODE 2012 EDITION ALONG WITH ALL ADDITIONAL APPLICABLE CODES 2x HF #2 850 75 1.3 <br /> ��"� � � �t-c.,�*�tJ __---� __�. <br /> � ,������, ����.� BUILQING: BEAMS & HEADERS 875 95 1.6 <br /> ,�,,...-� � ;>' � �"�'° 1 � OCCUPANCY - GROUP: (R), TYP�: V N 4x DF #2 875 95 1.6 <br /> ,���"�.,�,,,. �(,���i 1��� � SEISMIC -D- PER 1615 Ss=1.25 F1G. 1615(1) 4x DF �1 f000 95 1.7 <br /> � S�= 0.40 iFIG. 1695(2� 6x DF #2 875 85 1.3 <br /> _. . e _. _ ` . - _ _ _. 6x DF .#1 1350 85 1.6 <br /> �' � WIND (EXPOSURE B) BASIC SPEED - 85 MPH PER FIG. 1fi09 GLU-LAM TIMBERS <br /> ��� l��^�`���� — PRESSURE PER TABLE 1609.6.2.1(1)' DF/LAR�H 16F-V3 DF/DF 1600 165 1.5 . <br /> o . <br /> �/� t� � � � REt�UIREMENTS: <br /> Y " ���.'w--_ . ,. ,5 � <br /> _ _ ._�r.t +<Y�.,n.�—.« <br /> �� � �- �''� � � ' DF LARCH �Z4F-V4 DF/D� 2400� 165 1.8 <br /> . _ ___ � ; �� �.:� / <br /> � , : CONTRACTOR SHALL VERiFY ALL SITE CONDITIONS & BUILDING DfMENSlUNS CANTILEVER D GLU-LAM TI BERS 24F-V8 D/F D/F <br /> �Za ' . �� �"' PRIOR TO PROCEEDING WITH THE WORK. ANY VARIATiQNS FROM CONDiTI(7�lS ' i' GLU-LAM BMS TO BE KILN DftIES D.F. DISPLAY AITC STAMP. <br /> � ��2„�YP. B�. ' AND DIMENSIONS SHOWN DN THE DRAWINGS SHAtI. BE REPQRTED TO THE ' ALL STRUCTURAL MEMBERS TO BE �2 HEM/FIR OR BETTER AS <br /> DESIGNER FOR RESOLUTION PRIOR TO PROCEEEDING WITH THE WdRK. NOTED ON PLANS � - <br /> � . 2-Z X 6 TOP PLATES-LAP SPLICES 48° WRITTEN DIMENSfONS SHALL H�AVE PRECEDENGE OVER SCALED DIMENSIONS. ' PLYWOOD INDEX: CD ROOF ANQ SUBFLOOR SHEATHING PER �� <br /> � C�NVE�T���}�� ���4�1NG: PER TABLE 301.5 VERIFY W/JURISDICTION TABLE R5Q3.2.1.1(1). WALL SHEA`'iHING PER TABLES R6d2.3(3} ' o�� '� <br /> MOISTURE BARRIER RIGID INSULATION ' , LOADING � LiVE DEAD TOTAL SHEATNING FASTENERS PER TABLES R602.3(1) & (2). " � �X `' <br /> ' ATTICS W STORAGE 20 PSF 10 PSF 3� PSF /� � y c <br /> a x s HEa�ER(urvLEss oTHERwisE rvorE�) � WALL BRACING & BRACED WALL LINES PER R602.1� BRACE� WALL ��;�:� C : <br /> - ' ATTICS NO STORAGE 10 PSF 10 PSF 20 I'SF ` LOCATION, TYPE,. 8c AMT PER FIG R602.10.1.1/TABIE R602.10.1.3 y�'��9� � <br /> 1!2"x�o"aNCHOR ao�Ts @ ' DECKS PfR 5022.1 40 PSF 10 PSF 50 PLF v`"�•N„� 3 °' <br /> aa"o.a(U�iJ.O.-SEE ENGINEERS .,r 1!2°�YP.B�. EXTERIOR BALCONIES 60 PSF 10 PSF 70 PSF STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1): 4 '�'i�,���,�� � <br /> ' SHEARSCHEDULE) f tip �' �- <br /> PRov��E 3^x 3"SQ.X 1i4" vAPOR RETaR�ER - FIRE ESCRPES 40- PSF ` ALL WOOD !N CONTACT W/ CONC. TO BE PRESS. TRT'D. , �o�°� <br /> rHicx ANCHOR Bo�T wASNERs GAURDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTIQN ' WOOD EXPOSED TO WEATHER TO BE PRESSURE TRT'D <br /> � C�Y�P• �� z�. GAURDRAILS IN-FJLL 5Q LBS APPLIED TO 1 SQ. FT. OR NATURALLY DURABLE PER 3T9. <br /> PROVIDE A.B.NOT LESS THAN 7 ,�g��� � - PASS. VEHfCLE GARAGE 50 PSF IF ELE1/ATED 2,000 LB PT. � � " �= <br /> ' BOLT DIAMETERS&NOT MORE � � C.�'"'�4 o1��.j,,,..; � ALL FASTENERS LESS THAN 1 2 D1A) INSTALLED W � <br /> ' Tt-iAN �2°FROM ENDS OF EA. 2 X 6 SOLE PLATE P.T. ROOMS �NON-SLEEPING� 40 PSF 10 PSF 50 PSF � PRESSURE TREATED WOOD SHA�L BE HOT DIi�PED GALVANiZED R31-7.3 <br /> F�N.si��P�ATE SLEEPI�lG ROOMS 30. PSF 1 Q PSF 40 PSF ' <br /> 4��eoNc.s�s STAIRS 40 PSF 10 PSF 50 PSF VERIFY ALL NAILfNG, BOLTING, AND OTNER CONNECTIONS TO <br /> ' OR 300 LB PT. LOA� ON 4 SQ. !N: COMPLY WITH ENGfNEERS SHEARWALL SChEDULE4 !F APPLICABLE. . <br /> RIfVI�OIST RIGID INSULATION-SEE � . • � <br /> ENERGY TABLES <br /> 2 X 6 FDN GRADE � � 6 MiL.POLY <br /> � • <br /> SILL PLATE <br /> COMP.FILL � <br /> � <br /> � � <br /> � . d a .. . . � . . ' <br /> `° � z GRADE a• . — o ` <br /> � T, ` . ' <br /> � � i1 <br /> - ___— . :. a '_I..i_I:I:��_.,;:�,��.i�_i�i'i��-i�i��� M1 ,i 4 ; <br /> I I I—i I I—I I I—I I I <br /> z � � 1=1 1=) ! 1=1 =1 I ;;: . ° � � 1=1 I 1=1 1=1 I 1=1 I 1= � � � ' <br /> � � _ =1 I 1=i 1.,1:..-:1: , . . I ( 1=1 I 1-1 I 1=1 I 1=11 ' <br /> ; ; <br /> � � _ — a:...:.::.:�:�:._.. d d . a� I I 1=1 I 1= 1=1 I I- , ' ' `� <br /> I i ���-: : :. . . _ _ , � � <br /> + � ( �—���_��(—� ��=�'`�� ��� /�1•�-L�t.,�'�,'1�a , <br /> _ ... _ , <br /> _ � _,,.�. <br /> � � �_� � ���M: ', . - - . _ _ ��,�� _..� _ _ '�c ' ; '�. <br /> � � � : <br /> _ — .:. . <br /> 4 <br /> . <br /> - I 1=1 I°�:::�::.;�,� � — —__ . _ a.� ; <br /> . � - <br /> � ii��ii � ii �i � <br /> . _ <br /> _ <br /> _ _ . �. � � <br /> _ _ <br /> ' �..:��-1." ° <br /> -�,-�. n�z,� -1 I I— ir��==1 I 1=1 I 1=1 I I I I��I f 1��I I � � � f <br /> :�: � .,�� i � <br /> ..� <br /> , . <br /> � ' i <br /> y { _ � ' � I�C�.1��a ��"• �,. =- �3 3GC-2- , , .,.� ` , <br /> �'Ifi'E - 5E —I I I—I I I—� ( �'=) I ( � I I ,� � ���T. '�"��'�'~�`��` � � � �j3Q o� �! � <br /> i t�' ,"��•�' <br /> DRAIN 17E"T. II ) -III II��i� I �iiili ( ' -�'��E� �'�.7�� �-" �i <br /> iii—ii�— � � �` ,..�r- �^ ° � �• ����? � � <br /> ' � ' CONT.CONC.FTG PROVIDE#4 4 d Y��" � '�'�I�J �� -" ! <br /> FTGS TO BE ESTABL{SHED ON 4" 8" 4" REBAR @ 18"o.c.HORIZ.&'r�RT. " ; � � � � �j"��.� ��" "'r ���� �� � � <br /> UNDISTURBED SOIL-2000#PSF IN FDN.WALL,TIE VERT TO FTG �G'�t� �„�y /'�Q ��j � ,�iQ � � <br /> , MIN.SOfL BEARING CAPACITY � 16" AS.SHOWN ALTERNATE&(2)#4 � � � ~" <br /> IN FOOTING {�� � � <br /> - 7.!? <br /> � .�-� '� <br /> � � <br /> � � � 1NALL SECTION �� �� �-'='�' � . <br /> � � � � �_�._...,.���..�.... �_. _.___ _��____ � <br /> � � �/4" = 1 �' ��.u.,. _ ____�--:�.�,x__ ; <br /> � � � <br /> ��l 't"� '"l-�� <,:'��G�.e� � �,°,�,,,<,.s-..�,".. <br /> �`' „�",,,�� <br /> . � t�7�# � � <br /> . �� �RO�'�42-"f'�'�'. � �'�, ......�C „ - � _ __._. _ �\ <br /> ,,_ � _ i � � ^� �,/ ' <br /> ; ' � ������,��� <br /> , � � �. <br /> - : �Q �� , ; <br /> � � , .,�� � ...� ; ��� � ,�y� �_i� <br /> �� � _ ; � �.�r . <br /> , <br /> � -�-��-�� � - � <br /> . <br /> ,� ,- r ��:� �. _ _ _ _--� ��' <br /> t <br /> � � <br /> . . <br /> �, , , LC� a� �. . . <br /> _r , f <br /> � ; _... <br /> __ _ , <br /> llr �"�� <br /> .��,:.�:.. <br /> � �� .. ,:��� : ' -�� ��� � �' <br /> ,�`` �'.�,� / ��.�t"�� ,' . � ,����o ���r .x��,`l��-�''} <br /> . ,t � � <br /> - ���• <br /> -,. � / -.. l04G� �� ,,_. -�--_y, i o� �� - <br /> _. .. <br /> t _ � <br /> : , , , <br /> �l =, � ��'•� ` � '. ��• `�' ft/ <br /> � � � <br /> � � � � � . <br /> r . � <br /> l� ' <br /> � � � I <br /> � �� � } �'� � � <br /> � <br /> � �' �" � � <br /> _.____._ �.__. ,..,.. <br /> ti ' ' <br /> ' ' � \ . _�..,�,g �,G„��,�„�. � ,�,.��'�"� <br /> . , ; y� <br /> c=���°�'T'I.�' � :,�. �: .._ �..1. �G'� 'F�.a��°�`. <br /> '��a� �J � -�-�--� :. ' G <br /> , � '�.v°t,,� <br /> �Y._._._w____.�----- — t _ , <br /> ,.,� , <br /> �;: <br /> .� <br /> ���G� � �'�'' �T"-���'�'.,,�„ '�� T �'`�.�'���r- -E"���#� �'Tl�j..-� �'�'C'�+�'; <br /> _ ��-�������` �. �-�-� c.�.r���.--� � �'�. ��-- �-� <br /> , ���..�e�-�� <br /> � � ��l.L�`� �,�� -�t'� _ � , . _ � oate �E�'�`t''� <br /> Parcel Numtier 00544901301400 Property Address` 6301 COMMERCIAL AVE SE,EVERE'iT;WA 98203 � <br /> . :. 4:��.�� �? �u�+,-�1� _ _ <br /> '�'���1.�'� � � ParCies-For changes use'Other Property Data'menu Y .SCB�@'�'�j �� <br /> � � Role Percent Name Mailing Address <br /> , Taxpayer 100 WIEGELE DAVID 6301 COMMERCIAI AVE SE,EVERETT,WA 98203 DraWn–����� �� <br /> Owner 1Q0 WIEGELE DAVID&VALERIE 6301 COMMERCIAL AVE SE,EVERETT,WA 98203 United States ��� <br /> � � GeneralInformation " ' <br /> ` � Property Description PINEHURST DIV A BLK 013 D-00-LOTS 14&15 , ,_, . JOb ��'���'�, <br /> , <br /> �� ! �,�.� � Property Category Land and Improvements ti...�e t <br /> _^�� � • ' � <br /> �,,,e,a,,,,,,, Status :: Active,Localiy Assessed �"� Sh@gt <br /> A � �,(' �t . Tax Code Area �0010 � _-.�, <br /> r Pro erty Characteristics <br /> Use Code 111 Single Family Residence-Detached <br /> Unit of Measure Acre(s) , <br /> Size(gross) 0.�9. Of Sheets <br /> 18 X 24 PNINTEO ON NO.1000N C�EIIRPRINT• . . <br />