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LU <br /> V <br /> E <br /> 0W <br /> ct <br /> z ® 0 <br /> Z <br /> so <br /> Ca <br /> 60' <br /> < 27' >< 6' x 27' ; <br /> < 10'-6" >< 6' >< 0 10'-6" > <br /> ���^ A.Q A•. 4 l <br /> 10' 6" 6' >'< 10' 6" cn <br /> -C'l i- <br /> -r <br /> A A r 1 4 n III�� G �� �°� Si <br /> I— T C 3 q <br /> �O 4 ��0 ��O <br /> ROOF SHEATHING SEC. R-408.2 I 0 <br /> 11 r'� 1 � I1 A <br /> PER PLANNN-N .LT <br /> FOUNDATION VENTS TO <br /> 5/8"TYPE <br /> X GWB BE WITHIN 3 FEET OF <br /> EACH CORNER TYPICAL. Under-Floor Ventilation Per R408.2 (WAC 51-51-0400) <br /> PER UNIT r— T <br /> —1 <br /> Crawl S•. - Ar F 790 SEC. R 408.2 <br /> CENTER TRUSS FOUNDATION VENTS TO 0., Ill1.1 <br /> DIRECTLY OVER Crawl Space Area <br /> - __KIN 113760 BE WITHIN 3 FEET OF <br /> TOP PLATE Vent Area SQ IN/300 379 Under-Floor Ventilation Per R408.2 (WAC 51-51-0400) EACH CORNER TYPICAL. <br /> 1"SPACE. TO ROOF Number of Typ 8x16 Vents (70) 6 PER UNIT0714 M <br /> CONNECTION N Crawl Space Area SQ FT 790IX 0 <br /> PER SHEARWALL Crawl Space Area SQ IN 113760 N <br /> P SCHEDULE. Vent Area SQ IN/300 379 <br /> "` Number of Typ 8x16 Vents (70) 16 N <br /> (\i <br /> w <br /> < 1>I< 6' >< 6' >I< 6' >E< 6' >.,...,1 " cfl N <br /> 4. <br /> 6>I< 6' >I< 6' >I< 6' >1< 6' I��6> <br /> 5/8"TYPE X 6° I I i D9 <br /> XGWB ^ — _ —_1 � _4 X 10 DF#2 TYPICAL_] I __ — _ _ — —_ <br /> IN .1 11 �N �N 1 1 V <br /> I I I I A <br /> J L_ —J L— _4 X 10 DF#2 TYPICAL —J L- <br /> 7/16 OSB © 6 MIL BLACK VAPOR BARRIER <br /> NAILED PER I © THROUGHOUT CRAWL SPACE 6' <br /> r I <br /> SHEARWALL <br /> SCHEDULE. .(-:( 6 MIL BLACK VAPOR BARRIER G <br /> Q� J - � THROUGHOUT CRAWL SPACE 0 <br /> — — — `� ��� ,r(2)2X4 WALLS WITH l � I I T,$'/ ,`ZO <br /> 10"CONCRETE 1"SEPARATION. 1'-6" , 1'-6" I -/ <br /> --1.-6----<" <br /> >< 2'-4" '''- <br /> >i< <br /> < 4'-8" >< > <br /> FOUNDATION WALL. I I L I <br /> FOLLOW TYPICALI I <br /> FOUNDATION DESIGN -- - — 17 X 6 CONTINUOUS 1'-6" 1 1'-6" <br /> WITH(2)ROWS OF D4 1 N—1 C° < 4'-8" >< 2'-4" %� > <br /> —J —1 FOOTING TYPICAL I� i <br /> ANCHOR BOLTS —1- 4" CONCRETE SLAB I 1 P —1F <br /> 6" FOUNDATION <br /> 24X24X10 CONCRETE AT GARAGE 17 X 6 CONTINUOUS NIA N V <br /> FOOTINGS TYPICAL WALL TYPICAL FOOTING TYPICAL J J <br /> 4" CONCRETE SLAB 4. — — — L— —1- <br /> D <br /> 4 GARAGE WALL UNIT SEPARATION AT GARAGE 6" FOUNDATION 24X24X10 CONCRETE <br /> WALL TYPICAL FOOTINGS TYPICAL <br /> bo < 29'-7" <br /> , 10" 29'-7" <br /> <'-6>< 3'-6" =I< 3'-6" >1-._!.---" <br /> >< <br /> O �'-6"x 3'-6" >I< 3'-6" >,:1:-6_.> i <br /> N N X Di <br /> r I I I 1 4 <br /> —_4 X 10 DF#2 TYPICAL_ �_ 1 1 <br /> m I N N D V <br /> n <br /> E0 FOUNDATION TO BE I --O/Q7 ��O/L�p —_ 4 X 10 DF#21TYPICAL �_ <br /> 18"ABOVE GRADE <br /> I I w 1� 6I c/ <br /> O/ O� O7 <br /> I <br /> L <br /> 1 <br /> , z fz9� —�� -) <br /> G GRADE TO FOUNDATION wc�� �� II `' 8 ` a <br /> V l�'4 SCALE: 1/2 IN = 1 FT I �� J z� LLI <br /> � <br /> / ��I3' ›< 7' r V \I <br /> L J <br /> < �I<1'-9 1/2" 16'-3" > Y- >< <br /> 2'-2"--< 16' 3„ 1'-8 1/2" <br /> P -1 P -1 Z <br /> 7' >< 3' <br /> 1 1 I 24 X 24 X 10 CONCRETE FOOTINGSfid S <br /> �— —J L— J TO PROVIDE DIRECT BEARING P 1 P 1 <br /> TO PORCH POSTS 24 X 24 X 10 CONCRETE FOOTINGS ~ <br /> TO PROVIDE DIRECT BEARING �- I <br /> TO PORCH POSTS L —J L ../. <br /> 1d.LLI ♦ 1 <br /> 10' >< 19'-101/2" >< 20'-11/2" 10' > <br /> e.t III <br /> 60' <br /> Ct <br /> FOUNDATION PLAN CITY OF EVERETT CO 0— <br /> SCALE 1/4"=1 FT REVIEWED FOIA PERMIT <br /> DATE <br /> UPSTATE ENGINEERING 2/13/2019 <br /> PO BOX 952 <br /> LYNNWOOD,WA 98046 <br /> 206-280-4715 E H D JOB: <br /> STRUCTURAL REVIEW <br /> THIS DRAWING HAS BEEN <br /> REVIEWED FOR STRUCTURAL 2227 <br /> REQUIREMENTS ONLY PER THE <br /> ATTACHED LETTER/CALCULATIONS <br /> PROVIDED BY THIS OFFICE. SHEET: <br /> REVIEWED BY: 8m9 <br /> DATE: 2115119 JOB# 102I. <br />