Laserfiche WebLink
250 47'H AVE S. STE 200 <br />. - mm, <br />EDM ONDS, WA 98020 <br />(ENGINGMING 425.778.8500 <br />STRUCTURAL REVIEW <br />w <br />NMI <br />TOTAL NET FREE VENTIL-}TINE -AREA TO <br />13E 1/300 OF T 4EA?-:EA OF S? ACE VENTILATED <br />I-F 40-50& OF VENTS -A?RE NOT MORE T44-AN <br />3t-Ott (VE?.TIC-ALLV) 13ELOW"RI'D6: ANP <br />-REM AINPER OF VENTING, IS'PROVI-DED <br />IN LOWER 1/5 OF T#6 -ATTIC SPACE <br />-A-F50 VENTS'PR.OvI-pE 50 s�. ivi, NFV <br />(� A-P,LE EN'D VENTS - ROVI'DE 75 sd,, ivi, NFV <br />2." }}OLE IN 13IRV 13LOCKS ?POVI'PE 3 sq, ivi, NFV <br />(3 -HOLES 'PER BLOCK GIVE CI sG, ivi j <br />SoImrc' ivlclnes of attic SpAce <br />(225a) Square ivi&os of vev:tivig re, avlreo <br />'Regaire ovlts met lo4: <br />(9) -AF50 Vewts <br />(15)13ira Blocks <br />I � <br />I <br />, <br />I <br />d <br />� <br />i <br />I I <br />I <br />I <br />I <br />I <br />I <br />, <br />I n <br />II <br />I <br />a <br />II <br />I I I I ���� TRUSS <br />II II <br />II II <br />ll-------LI----------' <br />-TI-------TI----------GI-R17ERs?ERTRUSS <br />II II <br />II II <br />II II <br />II II <br />II <br />-POP-MEP ----------I _ <br />MPG ---__-----I II <br />II II � <br />2 <br />II <br />i <br />52.2 <br />I I u <br />M-FC-4 SCISSOR TRUSSES AT 2.4" oA <br />1A `DESIGNED AN-7 EN6INEERE'D <br />52.2 Dv TRUSS MFG -A NV INST-ALL:EP � <br />DER TRUSS M1^6j SPECS. <br />4p:12-PI`1TC44 TV'PIC-AL <br />All 7- <br />II <br />611T- ER TRUSS <br />I I I I <br />II II <br />II II <br />I I I I -�URLINS -AN`D <br />I I I I GIR-DERS ?:ER <br />II II <br />II II <br />II II <br />I I I I <br />II II <br />II II I <br />VURMER I I I I <br />TRUSS MF6 I I I I <br />II II <br />II II <br />II II <br />TRUSS I I I <br />�I <br />I <br />� <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />' 1 <br />I <br />I <br />I <br />1 I <br />------------------ <br />I <br />I <br />I 1 <br />------------------� <br />TVTFTC-AL OVER¢ -ANG 2 <br />AT rA- A1'iLES:12tt 52.2 <br />SCALE11411 = Iff <br />FOR STUDS OVER 12 -0": USE <br />FULL HEIISHT 1 1/2" x 5 1/2" <br />L5L STUDS 0 16" O.O. <br />LION POSTS WITH WINDOW ABOV <br />-- <br />I I <br />1 I <br />1 I <br />I I <br />I I <br />I I <br />----------------------------------- <br />PROVIDE (2) A35 CLIPS BETWEEN` <br />POST AND TOP & BOTTOM PLATE <br />UP <br />-------------------- ------------I <br />I <br />I <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />---- <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />I <br />°DOUBLE FOIST <br />I <br />I <br />I <br />I <br />I <br />l <br />1 <br />I <br />i <br />I <br />1 <br />I <br />I <br />O <br />O <br />GU z <br />P � <br />r—T— <br />mot' <br />I <br />I <br />I <br />LOOP, JOISTS TO 13E <br />2.x1 T1 "CIA, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I <br />L------- <br />`C'-A15 LE`-403.1(1) <br />FOOTINGSIZE <br />SNOW ORTROOF STORY TYPE LO-AW EARIN6j OF SOIL (psf) <br />LIVE LO-AV W/ LIG44T F-R-AmE <br />1500 2.000 2-500 30DD 3500 4000 <br />30isf 2.sUIoovigracle 122x(p 12.x(p 12.x(O 12.x(P 12.xCv 12.x(o <br />i <br />12'-6" 5'm6" <br />6 <br />5'-6" 8 <br />'-10" 3'-8" <br />MIN V" FO(AN-D-ATION WALL <br />T`fTIC-AL IF (ANIP R 54" SR <br />13V T-AF2LE D4.1,1(1) <br />O`r¢EERWTSE m:EN 7,51t <br />"R Q61.1 &T-ro(P <br />4" CONCRETE <br />S LA-D AT Cl A?- ACE <br />SLOPED TOW-RPS <br />OTENINC, <br />L- — ___j <br />FOOTINCAS?ER <br />I <br />n <br />0 <br />I <br />2 <br />I <br />PORTAL FRAME PER 5 <br />52.2 2'-101/2" 12'-S„ 2'-10112° <br />DETAIL 5/52.1. RAISE <br />STEM N DETAIL <br />AS NOTED L 18t-0" <br />SCALE1/ " = 1 ft PORTAL FRAME PER <br />DETAIL 6/52.1. RAI5E <br />STEM WALL AS NOTED <br />IN DETAIL <br />SCALE1i Ift <br />VIA, <br />qt W"i <br />y` <br />E <br />x <br />�# Rk <br />R=, <br />.w <br />f <br />5 <br />p.,FY <br />