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Ai .10 <br /> C_) <br /> E <br /> 0 Ect <br /> W <br /> z <br /> CU Q <br /> (13_``-0 Q <br /> ^^W .\ _/ <br /> E 5 i <br /> W <br /> O <br /> Ca <br /> z <br /> 0 <br /> Cf) <br /> 1.-- -1 LU <br /> II r -1 13 <br /> II ° 11 IJJ <br /> II w II <br /> , I 0 c II <br /> 1.1 <br /> J M <br /> We II II c) oH <br /> IIIII I I SOLID BLOCKING I- 2 i <br /> z O I I OVER WALL <br /> I I I I H <br /> ill <br /> U ` II <br /> SOLID BLOCKING I II <br /> - - OVER WALL III <br /> MANUFACTURED vl E- _ A <br /> I I I I <br /> -31 <br /> TRUSSES AT 24" OC - SOLID BLOCKING - - r <br /> WITH 20" RAISED HEEL -1 r-r-Eti _ _ I 1 _- _ 1 _ 1_ _ _ _ F 1� <br /> OVER BEAM <br /> n _ _ -SOLID BLOCKING- __ -i 1 <br /> is � OVER BEAM <br /> -V <br /> 5 <br /> 1. E–2'� <br /> RIGID R-10 INSULATION AT <br /> DOOR AND WINDOW HEADERS - - - - - - - - - -- - - -- - - -- J - �� I <br /> � — - - — - - — - - — — -- — - - — - -- —� – <br /> WINDOWS TO HAVE r — <br /> I E ( T- L_ _ _ __ _ _ _ _ _ _ _ _ <br /> U-FACTOR OF 0.28 OR BETTER °' I FLOOR JOIST TO BE I - p - l <br /> R-21 BATT INSULATION a, _ SOLID BLOCKING <br /> - I 2X12 HF#2 AT 16"OC L -1 I <br /> AT EXTERIOR WALL `� IOVER BEAM <br /> (- -1 1 FLOOR JOIST TO BE I � <br /> L DI', H---1 �- 2X12 HF#2 AT 16"OC I I 1 <br /> —J — _ _J <br /> L- f - OVER BEAMKING_ 1 <br /> a a g T 6. a 6 x kr1 MIN 18X24 CRAWL SPACE I� -] - i 1-11--Ir s- <br /> N CO ACCESS. INSULATE AND _ <br /> Ni <br /> WEATHERSTRIP. FASTENERS INTO OR IN CONTACT WITH J - 1 1 <br /> _ PRESSURE TREATED OR FIRE RETARDANT TREATED MIN 18X24 CRAWL SPACE <br /> F R R R MAUNUFACTURED FLOOR TRUSSES Q R R QA N <br /> Id WOOD SHALL BE OF HOT-DIPPED <br /> WITH 24" DEPTH AT 24" OC GALVANIZED STEEL, STAINLESS STEEL, SILICON ACCESS. INSULATE AND <br /> BRONZE OR COPPER. EXCEPTION: 1/2 INCH WEATHERSTRIP. <br /> H DIAMETER OR GREATER STEEL BOLTS. <br /> co <br /> c) O U' <br /> O w O <br /> _1 m coH <br /> J <br /> ALL BUILDING COMPONENTS ARE b 00 D o <br /> DESIGNED TO OBTAIN A DISTANCE ° o = <br /> FROM GRADE TO BOTTOM OF SOFFIT J <br /> TO BE NOT LESS THAN 24 FEETI - - 1 L- —I- I 12 <br /> N —t r- s =__a I I <br /> SOLID BLOCKING -1 t 1 - r <br /> I I 1 �V I OVER BEAM <br /> 1--Fr = =--- -F 1-1 <br /> 2X12 HF#2 FLOOR JOISTS AT 16" OC I ^ - L - - SOLID BLOCKING- <br /> qo _ -1—i <br /> OVER BEAM <br /> CONCRETE FOUNDATION WALL <br /> TO BE 18"ABOVE GRADE I -I I I <br /> �d I I I I Li- <br /> 1_,_1 = C C � <br /> I I L- -T- <br /> I <br /> V <br /> I I I J <br /> A FRAMING SECTION L - - -1 I I J <br /> 5 SCALE: 1/4IN = 1FT - - �� � — � - - �� �� <br /> LU <br /> LOWER FLOOR I L _ _F - - -- - -I :- - -_I Q <br /> FRAMING PLAN L JCD <br /> SCALE 1/4"=1 FT <br /> 1 Zo <br /> ® 1 P -® a <br /> -I L _] ti <br /> . . <br /> — o v- <br /> I I - J Ii <br /> 11J <br /> o -) <br /> JD <br /> 5 a <br /> CITY OF EVERETT <br /> REVIEWED FOR PERMIT <br /> DATE: <br /> 1 <br /> UPSTATE ENGINEERING 2/13/2019 <br /> PO BOX 952 <br /> LYNNWOOD,WA 98046 <br /> 206-280-4715 EHD 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: arn9 <br /> DATE: 7/15'19 JOB# 102 <br />