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� <br /> . Dee(gn Grlterta: <br /> � � � �� ` � �� s� 3 ������ 2015 Interndttonal Resfdenttal Code <br /> �2r,r ��.�:. .. � - •'..._� . '� ".=� �..•.•. - `� , � . . . <br /> - QRADIN�a AN�D D-RAINv4G��� 2015 Internattonal Butldrng Code <br /> -•�.,. 2015 Constructton AdmMtstratNe Code, <br /> 1. Provisians shall kie rriade for fhe control and drainage af surFace adopted as a repiacement of chapt�r 1 of the I Codes <br /> 2015 UJash(ngton 5tate Ensrgy Gode WAC 51-II <br /> water around buifdings by: gutters, drain lines, inlets and catch 2015 Ulaehtngton 6tate Ventilation and Indoor Air Qualtty Code <br /> basins or other n.ecessary drainage struct,ures and shall b� installed wac 5i-is <br /> where storm water dispasal cannot be obtained without their use ��' Allowable sotl beartng = 1,50o pee <br /> whe�re erosian cannot be prevented by finish grading and plantir:g. <br /> Dry wells shall not be installed in areas where the soil is nat we.11 Concreie to have a mtn, of 2,soo pg� <br /> drained and��ar porous. Rebar: "4 grade 40 <br /> Lumber: <br /> Stude to be DF�2 <br /> 2. Grad�ing shall be provided to ir�sure: <br /> Getltng Jotsts D�"2 <br /> (a) aiversion of water away fro� buildings. Raftera DF•2 <br /> �b) Prevention of standing water and soil satura#ion detrimental �iu �am Beama 2�f v4 <br /> I-leaders unleas other wise called out DF�2 <br /> - to structures and Iot use. <br /> (cj That natural c�rainage channels or basins are not bla�ked �'�+ �aBtenere. <br /> For presaure treated wood should be ZMAX <br /> filled. hot-dtpped galvantzed ( GsISB), stafnless steel <br /> �d) Provisians for the disposal af watec from a lot, or meet ASTM 1b3 requfrements <br /> f���'r_otection af adjoining properky, �' <br /> 9 9 - <br /> IF BUII.DING IS NOT POSITIONED AS <br /> INDICATED ON APPROVED SITE PLAIv New trusses over whole garage brace per Mfg spec's <br /> A NEW SITE PLAN SHALL BE SUBMIT- <br /> TED. NO FURTHER INSPECTIONS WILL <br /> BE MADE ON THIS PR03ECT UNTIL TH� <br /> REVISED SITE PLAN HAS BEEN APPROV�� H-I cltp on each end of ea, trusa <br /> ED BY T�'�]E �U�LDI1oTG�i'U�LdC WC1i2K� Double top plate mtn. 4s° lap <br /> ���T� Headers per floor plan <br /> 2 x stude � 16" OG <br /> � 1/2" x 10" anchor bolts � 48" OC <br /> O � minimum IJ bolt within 12" of end of <br /> 6" reveal Hardieplank over � each piece <br /> tyvek on 7/16" OSB sheathing 1/4" x 3" x 3" bearfng plates <br /> � Pt trd plates - <br /> � <br /> , Dowell new footfnt� to exiattng 3) "� rebar tn Poottng <br /> �� ° w/ *3 rebar � REV(SED <br /> �xiat(ng 6 foundatton ^ <br /> Extattng 6" Poundation Craig Simpson ��/2�/�S <br /> 162o Maple St <br /> Everett, WA 98201 Pg 4 of � <br /> Cross ,4,4 1/4" = 1�-O° <br />