� �' 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 />
|