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TIFFANY BY THE SEA
"ARUBA"
KEYNOTES
1. Prefinished concrete roof tile on in. 4511 felt.
2. 5/8" thick "APA" approved panel.
3. Pre-engineered wood trusses - see framing plan
(24 c/c max) . panel.
4. 1/2•• thick "APA" approved
5. 9" batt insulation (R-30) .
6 5/8" gypsum wallboard - finish per schedule.
7. 3" continuous aluminum vent.
8. Typical frieze.
ith continuous metal drip over
9. 2" x 4" cedar trim w
2•' x 12" fascia.
10. 3/41' thick stucco.
11. 2 layers building paper.
12. 1/2" plywood panel .
13. 1/2" gypsum wallboard - finish per schedule.
14. 2" x 6" studs at 16" c/c with double top plate and
p. t. sill plate.
15. Base per interior designer.
16. 1/2" underlayment 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. 4" concrete 4sXa W1 4f weld)edper wirec hefabric, placed 1" from
21 . 6 x 6
top of slab.
22. Vapor barrier - 6 mil visqueen.
P3. ( 1) Ifs cont. in concrete filled open bottom 'U' block.
24 . Compacted and poisoned fill .
25- Finished grade.
26. 8•' cmu foundation wall with horizontal joint
reinforcement at .16" c/c. Fill all cells with
concrete. Provide ( 1) Ifs vert. (bend in field) @
8'-0•• c/c and at all corners wood post locations and
ends of wall openings above.
27. Concrete footing - 2'-0" w x 1'-0•' d cont. with (2)
05's cont. top and bottom and P3 ties at 24•• c/c.
REVISIONS
TIFFANY BY TUE SEA
"ARUBA"
KEYNOTES
1 . Preliuished cuncrote of file on min. 45I! felt.
2. 5/8" thick "APA" approved panel .
1. Pre-engineered wood trusses - see framing plan - _ - -
12 4 c/c max I — -_ r- --_-�--
4 . 1/2" thick "APA" approved panel .
5 . 9" batt insulation (R-30) ,
6. 5/8" gypsum wallboard - fiuish per schedule.
7. 3" continuous aluminum vent . KP '— -- —
S. Typical frieze. --� ___. . _ .._ - _— _ ~______ — _—.
9. 2" x ,," cedar trim with cuutinuuus metal drip over � �s - — -, _—_ --- - �
2" x 12" fascia.
10. 3/4" thick stucco.
11 . 2 layers building paper.
12. 1/2.. plywood pn .
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13. 1/2" gypsum wal elrJ - finish per schedule. a�--- _- - -- _- -- -----_ —�_ Lum �
14 . 2" x 6" studs at 16" c/c with double top plate and
lot
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p.t . sill plate.
15 . Base per interior designer.
16. 1/2" underlayment plywood - glued and nailed.
17 . 3/4" tongue and groove "APA" sub-flour.
18. Pre-engineered flour trusses - see framing. I I I IcW
19. 6" batt insulation (R-19) .
20. 4" concrete slab - finish per schedule.
1 �:1
21 . 6 x 6 - wl . . x v1 .4 welled wire fabric, placed 1" from _- __ — —_— I I t 4
top of slab. 1
22. Vapor barrier - 6 mil visyueen. J1 J
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23. ( 11 Ifs cont. in cuucrete filled open bottom 'U' block. _ -_ .__-_ .—_---- __ ..
24. compacted and poisoned fill . --- z
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25. Finished grade. — =O
26. 8" cmu foundation wall with horizontal joint =--- -
reinforcement at 16" c/c. Fill all cells with
concrete. Provide ( 1 ) #5 vert. (bend in field) p - -- -- - - ------- --- — I — — -- , I a
8'-0" c/c and at all corners wood post locations and -
ends of wall openings above. _ -
27. Concrete footing - 2' -0" w x 1'-0" d cont. with (2) _ _—_ -- - --- -_--- - -- --- --_-_ _
S5's cont. top and bottom and #3 ties at 24" c/c. WN
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