13-1085-0171he solils this site ate classified as Davie Fine Sand,
a mixture of sand, gravel and limestone which is capable
.Ai rrr-oe
1�1' am
• •
1. All poured in . conante shall have minimum
compressive • . ..II • rr of Ili p.s1 at 28 • .
All concrete work shall. be in accordamnucre with
"Specifications For Strucand Concrete For Buildine.,
•I 301, unless otherwise noted.
2. All work shall be in with the Flodda Building
Code `• • • loads with M'
II • 1
• • II ►:
6:.4-8811114 I.• \' res- 17i Kvi r i ■r.+l • • •
4. Reinforcing sted is tobe new billet steel
toA.S.T.M. A-615, grade 60 ted
in d-,- with the "Manual Of Sumdard Practice" of
the { unless otherwise noted, 1 ■ placed /
"Building • • 1 with rl Code and Manual of
Y. / • .�• Practice".
5. Mnimum Cover. Footings 3 "; Columns 2 "; Beams 1 -1/2 ";
Interior Slabs 1 "; Exposed Slabs 1 -1/2 ", unless
otherwise noted.
• I :. r r. M== M1 I • / .111
7. AR r • 1 1 ■ • r r • be field or 1 • • welded I • • • •
the fun strength of the members joined.
8. All bolts shall be ASIM A-325.
9. Shop coat all structural sted with "769"
•
1T*I . .
I masonry waUs shall. capped with an
concrete tic beam with 2 - #5 bars top and bottom; 4
#3 ties at 12" in ewh come4 #3 ties at 48"
ebewhere; provide comer bars extending i each
Bearing way. Anchor columns to footings and tie beams and tic
at corners as required by the FX.0 Provide #9
courses. Masonry units shall, conform to the Sumdard
'Specification for Hollow Load
Masonry Units,, 91 Mortar I1 be ••
Timber shall, be No. • rl .m Pine. Plywood • •
sheathing shaU be a minimum thickness of 5/8" and
shaU be fastened to supports with 8d ring sbank nails
with a spacing of 6 inch on center in
the field and 6 inches on center at panel edges.
lintels 1 e e . . • Arcbitect/Engineet / t - I • be
integral with tie bftms when, the head of the opening is
16" or less below the bottom of the tie beara. Provide
2 - #5 barswhere drops are 6" or mom
/ 11 1/ bmuing : inches .s .✓ 1 side. / 11 11 / lintel
shall be 8" deep with 2 - #4 top and bomm, for spans
less than 0-0"; spans greater than 0-0", 12" deep
with 2 - #5 top and bottom
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13 DETAIL i RIDGE
SCAM 1Y=11-V
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DINERM
DORMER DETAIL. gWIQAP
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CONNECTORS NOTE-
ASTM A-36 STEEL PLATE.
WELD ALL CONNECTIONS
WELDS FILLET •
1S
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9.G SiP
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NU -VUE NVRT
RAFTER TIE W/
8 -16d NAILS
USP LS 268 HANGER
W/ 14 -10d NAIL
(TYP) EACH RAFTER
NU -VUE NVUCB -2 UPLIFT
CONNECTOR W/2 -3/4- WEDGE
BOLTS INTO EXITING TIE BEAM
AT DOUBLE RAFTER
I
OF RIDGE
" SHEATHING
■ ••
USP RSPT 4 PLATE
TIE W/ 8 -8d NAILS
EACH STUD (TYP.)
,•� , ON I -w WA r . • YX Y • r
r
OF RIDGE
i
ROOF FRAMING PLAN
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MARCO
A R C H L Ty. E
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GERALD F. DE MARCO
RA 0008818
6925 S.W. 148TH STREET - SUITE 100
MIAMI, FLORIDA 33176
305.255.2999 - 305.255.4499(FA4
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PROJECT NO.: 1212
DATE: 09 -24 -13
DRAWN BY: ARB
REVISION BY
DATE
SHEET NO.
S�3
OF
MMMEMMMIld