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Lu <br /> E <br /> ® E <br /> c/3 144 <br /> Z ® C <br /> Q. us <br /> S <br /> co <br /> § :5 SLI <br /> CZ <br /> Ci <br /> z <br /> 0 <br /> CO <br /> , _ _ _ _ __ , - - , <br /> = yc =1_ - _J �- — _ _= IL_ - ._ _r_ .7. = = i <br /> 1 <br /> 1 ___ _ ____ _ _.., __. _ _ _ _ _, 0 <br /> II-- - -x _7 - -: _ - - -I = _ = - - - -IL. - ___ r = r_ = : 1 <br /> I I I Usil <br /> I I I <br /> r- - I- I I zit M <br /> II— -In I I I � <br /> II III ALL SUPPORT BEAMS WITHIN THE FLOOR SYSTEM TO BE DESIGNED BY FLOOR TRUSS MANUFACTURER/SUPPLIER -_-1-1 W <br /> 0 <br /> I II III I <br /> I `r- 1 1 1 II - i W <br /> _ I I III II <br /> - - ----- --T- I III <br /> � I <br /> I I I I °r __ I <br /> I - - —_ --{ I n I-- 1 --- - - - - - _-I --I <br /> 7/16 OSB I in \ I� �{ <br /> SHEATHING \ UPPER FLOOR WALL I II Il I I I--- --- - - - - - <br /> _ — c, I I r -lir <br /> I 1I_ _ -►I <br /> GARAGE ROOF /� T , 1 11 1 SOLID BLOCKING ll_ = i I I r ---J11 / II I <br /> RAFTERS SOLID BLOCKING i A rry f� 8 , - it <br /> `�x UNDER WALL © -� hl 1 I I _ UNQER WALL - - IL I LII 111 / 8 1.. - -- -_ - - <br /> 7/16 OSB r[ -- I I -�- 1 - .III _. I 5, / I I . -1 _ r, • (—1 -1 <br /> SHEATHING �� x / II / �m, _, 1 <br /> 9'9 1/2" < 6 `�' <br /> �� - FLOOR JOIST/TRUSS TO BE LOCATED I. --_, _ —___—„--._..::L::::. <br /> I ._____-t__- _ til I I <br /> AT END OF SHEAR WALL ABOVE AND / --fr--�- -J- �- - -- T=1 -� -r-�= -�- -- — - -I - —- r I ~�+ I �� I► I_ I I — _ -I <br /> FLOOR TRUSS DESIGNED TO CARRY 2100#' ,, I I SOLID BLOCKING I �-- 'I - - - - - I <br /> II PER PLAN OVERTURNING-4 PLACES `\\ OVER WALL L I- a r� L_ <br /> 1 WITH SOLID BLOCKING UNDER WALL �I 1L�L - <br /> -_ _ ---f - _ - - <br /> L'- _ —� L - I\\_ I\ FLOOR JOIST/TRUSS TO BE LOCATED <br /> I �) I 1 r I I I � �,� r =ice AT END OF SHEAR WALL ABOVE AND <br /> �\ SOLID BLOCKING , DESIGNED TO CARRY 2100# <br /> I ul �\, OVER WALL I _____-i, OVERTURNING-4 PLACES <br /> 7/16 OSB �H I I A /f WITH SOLID BLOCKING UNDER WALL <br /> SHEATHING FRAME PONY WALL BETWEEN FLOOR - - N L <br /> I \ I I I I J I I I I L I I II <br /> TRUSSES TO ROOF FRAMING I - - /6� SOLID BLOCKING ///-� I P I I 1 <br /> 8 UNDER WALL <br /> 1 I <br /> ______ _______ _ <br /> I— - - J I FLOOR JOIST TO BE <br /> _ _ _ <br /> MANUFACTURED 24" 9'-91/2" >< 6' ` -1 <br /> rt1 -I <br /> GARAGE DOOR HEADER <br /> N - <br /> L. - - I FLOOR TRUSSES FLOOR JOIST TO BE 6 \ --n-f 7 -I <br /> I-- - - -1I MANUFACTURED 24" r�_� - <br /> I- - - 41 D FLOOR TRUSSES I - - I <br /> I- - - -I I FLOOR JOIST/TRUSS TO BE LOCATED_ . _ _ - I I <br /> AT END OF SHEAR <br /> 1 - - -1 I I DESIGNED RRYALL 32 0#ABOVE AND <br /> - O A <br /> r-I _ _ _I <br /> `– - - � 1 /OVERTURNING -3 PLACES r- - - - _ - - <br /> - - - - _ I- - - J <br /> B GARAGE FRONT FRAMING - 11 , / I \ N I II- - - -II <br /> 6/ _ I I I N <br /> ( I F- - - -1 <br /> SCALE: 1/2 IN 1 FT <br /> I I I SOLID BLOCKING I _ _I UNDER WALL TYP / • r.._.- <br /> - / SOLID BLOCKING <br /> - - _1 _L 1 I I E 2'-8"- / I� UNDER WALL TYP I I <br /> I- - - - - - - - - - - - - - - - - - - - _ ' VVV 1 I I I ISP I <br /> I . I ` 16, 12 I I I I/ I I I <br /> I < 6: 12 � � I I I -- - — - — — - - - 1 J I-- t- I_ - - <br /> III I I I -� -` - ` - 6: 12 I I <br /> E LI- 6: 12 ) I I E 6 \/ I I ' I I U <br /> - I II II II 612 <br /> k TRUSS MANUFACTURER TO SUPPLY DETAILED 6 I I 11` \\ I I Li <br /> I I MANUFACTURED TRUSSES AT 24 OC. PLAN AND ENGINEERING FOR ROOF TRUSSES I I II I I <br /> DESIGNEDSS AND ENGINEEIND BYSTALL <br /> , _ i - - �[- - J <br /> TRUSS MANUFACTURER. INSTALL <br /> rl <br /> I I PER MFG SPECS. 6:12 PITCH TYPICAL. FLOOR JOIST SUPPLIER TO PROVIDE DETAILED <br /> PLAN AND ENGINEERING FOR FLOOR SYSTEM <br /> ( I MANUFACTURED TRUSSES AT 24" OC. <br /> N DESIGNED AND ENGINEERED BY Z u <br /> -- - - - - TRUSS MANUFACTURER. INSTALL <br /> `1) PER MFG SPECS. 6:12 PITCH TYPICAL. H W R <br /> U– — — ,--- — ---ISI v- <br /> UPPER FLOOR . • • • <br /> FRAMING PLAN o <br /> SCALE 1/4"=1 FT LSI III <br /> 7 <br /> n Oe <br /> CITY OF EVERETT <br /> REVIEWED FOR PERMIT DATE: <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: erns <br /> DATE: 2/ /19 JOB# 101 <br />