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n. • toss t�tiructuats+o ily.
tfsd' Group fit ff cl4+s of Cotatruottoq 48. t
Constrgqdtio�► s dS rt `Protection rep rO 1/9" glib co ,
struction throu=t lh any future ��seseRt a se���aa>ra� I
b 1 r eta io t f Stat 11Q. coda It. WS aro 60x '
et ed t .'t�0 s� t < a� 0d sq ,t�
4. I M Sttte ildt y ode p era. 796 pout F7000 L1b/#q
ve L0 Aa '40: _ "x « �t4m t e stibetur*1 tub n
��rr rst boor �Ottce) 0b/sgt �r 1wEb�r1 e a *uM 19�t. Pace splits
Second t1oQt (0f face) SO It t rs tty1 t
} 1 �•sDs�t bx 1► ati l*o spas oad solid;blocking
sr o is .ow ff cte a m opr (mI a". .
TECRIl�C7kL sMIN.
FICaTi0lis• P90-ig € rfc a sa I Y. t ebe1 fed 'n r et ems•
i. ooki - 1� " bPA listed Sheatbin+yl SZP 1 •xisiaum PX1 to � . !0- o b. lt 1/ a 1 s � � a.c. see
- 6" on ed as la" interae� a o. Face r itq 4 tdst�tl 'a itvn w ini �k of �tl corners.
ails d {� �t AS , q t ?. ttV* slope - 12 ru away from
is per `ad eular to ratters. ntinuous panel joints parailet R P q*r
tq roo ra t are -not persi ed. •f�>loa. vamrd or eoq;Crete as aDDl cable.
2. i�rral s s11iia - s aooi Deek1n ea Biota "egg slaLoB access ramp.
3. utters - "x 8" i3 orlt -P-F synceda" o.c. 26. RR-bast b0 kt'�![ bb13, c11�aa a d��f. ee �ron heavy, rust. R
in Mrep) _� 000 PS2. _ aua bar lap ista e: or i4.
6. ceiling Jo sts - 2"x 6" t oo 5TR Sea-Fir spaced 16" O.C. ws pas coverage
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min-F ere )��•> i,1�0 PSI_ 11. Concrete" _ llinitum f'c ),000 P3I.
S. Floor Joist 1((x 10 1Z1or STR S P-t spaced as shown. xinum a¢ r to site - 1/21'
!t n F 3 )?i briatl41' 'sturd- -flor' 20" o.e _ #a �h r entrained cement.
6. !'1oor D kiin - +R iiP 1. _
Glue/Ned 6 on edges, 10 iptersediate. Face araln i '' - br +in. plaQa. 00ters re allowed. Prior to
De bend eular tQ o at ly 3/8 APa Rated Underlayseat, Ixf- oo #r Rlaeemout wet soi with water.
11r, of a file v �sybatr to. U. 1.ouadat ea des �a assusep soil is a gravelly sand with Fose till .
7, a �x s ed a a#1 ftoek to be i) o BT s-pp F t►! a a wa state. should substantially different in4v to
rla H1rep _) Note the requiromerts rtor doubled � saateris1, be endoantera4 a more detailedanalyYsis is requck studs oa a is r. Design R1kovable searing 2,500 lb sq ft
s. eem eats - k or-ado sized as sho lting fey k
tQ be free of et as -h ve ao sore stD4 a esa, # ec e4 sp
S. tlates - Top an Moss IV*
Grade 36 s3se as stoMn. � r
v we1#* tt chwe t to a 1 ass and ce �i k.
sleepers: "x 6' x olt o top il4t use
dia. bolts staaeere� ll" o.c. eaeb side.
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