Alicia Lane 2211 (3) CITY OF ATLANTIC BEACH
FLORIDA
BUILDING PLANS
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OTHER INFORMATION
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"NASSAU"
KEYNOTES
1 . Prefillished concrete roof tile oil min. 1.5f/ felt.
2. 5/8" thick "APA" approved Panel-
3. Pre-engineered wood trusses - see framing plat'
(24 C/C "IlIx) .
4. 1/211 thick "APA" approved panel.
5. 9-- batt inqUIMit,n (R-30) .
6. 5/8" 11,YPsut" w;11 11,,,ld - finish per schedule.
7. 31, colltink"Ills ;lIuMill"Ill vent.
B. Typical frieze. ill, wIt_jj continuous metal drip over
9. 2" 1 4" cedir t.r
2-1 x 12" fascia.
10. 3/4" thick stucco.
11. 2 layers building paper.
12. 1/2" p I YWOOd PMW I -
13. 1/2" gypsum wallboard - finish per schedule.
14, 211 x 6" studs �lt 16" c/c with double top plate and
P.t. sill plaLe.
15. Base per interior designer.
16. 1/2" underliymeot, Plywood - glued and nailed.
17. 3/4" tongue and groove "APA" sub-floor.
18. Pre-engineered floor trusses - see framing.
19. 6" batt insulation (R-19) .
20. 41, concrete slab - finish per schedule.
21. 6 x 6 - wl.4 x w1 .4 welded wire fabric, placed 1" from
top of slat). 6 mil visqueen.
22. Vapor barrier --
23. (1) #5 C,ljt� ill concrete filled open bottom 'U' block.
24. compacted all(! i)oisolled fill-
25. Finished grade.
26. 8,, cmu foundation wall with horizontal joint
reinforcement nt 16" c/c. Fill all cells wit)'
concrete. Provi de ( 1 ) 115 vert. (bend it, field) @
8,_O,, C/c and It all corners wood post locations and
ends of wall openings above. 0,, d Colit. with (2)
27. Concrete footi'll, - 2`0" W x 1'-
f15's cunt. t.op and bottom and #3 ties at 24" c/c.
REVISIONS By
IIPFANY BY '111K SEA
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KEYNOTES
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I - Plot inislo-d colo I (.(,. loof tile oil mill. 450 felt
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2. 5/8" thick "APA" appiuved panel . framing plan
3 Pre-enginoolod wood Liussk's - sc�e
(24 C/C Max )'APA-
4 . 112" thick applo,ed 11,11tel .
5. 9" batt ill!;tll:-Iion (R-30) .
6. 5/8" gypsuill %;;it Illoald - finish per selo-dule.
7 . 3" contilojokli� aloillilooll volit . I
8. Typical
9. 2- x i.- k,.-,.jat t j ill wi t [I coot ill000s metal (trip over rc
2" x 12" fascia .
10. 3/4" thict: slocco.
11 . 2 layers boilding papor
12. 112" plywood pailol .
13. 112" gypsuin wa I I boa t d - fistish per schedule.
14. 21' x 6" studs at I,,-, C/C witb double Lot) plate and
1). t. sill plate.
15. Base [let ilitetiot designel .
16. 112" ondollay'llent plywood - glued and nailed.
17. 3/4" toogtiv and giclove -APA' sub-floor. IT
18. Pre-engineered floor trusses - see framing.
19. 6" batt insulation ( R-19) .
20. 4" concrete slat) - finish per schedule.
21 . 6 x 6 - wl .,, x wl .1, welded wire fabric, placed 1" from
of slat).
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22. Vapor bart iet - 6 mi I visqueen.
23. ( 1 ) #5 coot . ill co:o-j tq c� f i 1 led open butLoM 'U' block. k�l A >
214. compIcLed alol poisolo-d fill . —7; N WZ z
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25. Finished J
26. 8" cmu foundation wall wit-11 horizontal joint T
reinforcement at 16" c/c. Fill all cells with
concrete. Provide ( 1 ) 05 vert. (bend ill field) (a - -- ----
8* -0- c/c and at- all corners wood post locations and
uJou
eilds of wall openings above.
with ( 2)
27. ConcreLe footiog - 21-0" w x 11-o" d cont.
#5-s Coot. to[, .1lid lloLtom and #3 Lies at 2411 c/c.
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