04-1517-036r
ROOF NOTES
1. ALL Roof SHEATHING SHALL BE NEW 4,46 CDX PLYWOOD
SHEATHING WITH 10d NAILS is 4'c% ALL SUPPORTS.
2. SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGN AND
SEALED 5Y A FLORIDA P.E. FOR ALL WOOD TRUSSES FOR
APPROVAL PRIOR TO FA5RICATION,
3, ROOF SUPERIMPOSED DESIGN LOADS:
DL.: 25 PSF
LL.s 30 PSF
NET UPLIFT: 35.45 PSF l INTERIOR)
92.04 PSF (OVERHANG)
4, 'CW -I' DENOTES 8' CONC. WALL REINF. WITH
04 w 8' CENTER EACH WAY.
HURRICANE STRAP REQUIREMENT:
ODENOTES DOUBLE STRAP 5Y NU -VUE INDUSTRIES, INC.
MANUF. MODEL NV 4TA22 WITH 22 -10d x V LONG TOTAL
NAILS IN TWO STRAPS AND 6 -10d x 11/2' NAILS INTO SEAT
PLATE STRAP FOR UPLIFT REACTIONS LESS THAN 2133!
D UPLIFT = 1 K
DL + K LL= 1.44 K -H
N I I
1 II
A -i-- --
2 II
8 -4 I I
I,,
DETAIL A
EACH END 8 -!
DET,�
TYP.
20' -0'
U CW -I ABOV )
R3-2
EXIST. RAFTERS Q J015TS
SPACED AT 16' c/o
ADD DOUBLE 2x4 GROSS
BRACING AT 4'-0' c/c
(3) 16d TOENAILS EACH SIDE
OF BRACING (TYPICAL)
EXISTING MASONRY
GABLE END WALL (2) 16d NAILS
(TYP.
- - - -- -- - -- - -T - -
FILL BLOCK CELLS
SOLID WITH CONC.
AT BOLT — - —
LOCATIONS. I ,
ADD /s 0 HILTI KWIK BOLTS m
24' c /c, 3' MIN. EMBEDMENT.
ADD 1/2'0 HILTI KWIK BOLTS g
24' c/o, 3' MIN. EMBEDMENT.
TYPICAL EX16TIGN GAE3LE ENE)
WALL 5RAGING DETAIL
6CALE:3 /4 ".I' -0'
'' °' ° A'-': SHOP WELD FACE OF COLUMN
1!4'ilp Aa
E�0
I
DETAIL
SCALE 3/4'= 1'- 0'
3
5 -2
%-4)
DETAIL B CW -I (A VE)
DOUBLE 2x4 CROSS N. UPLIFT = 3.11 K -2
I I DL +LL = 2.03 K TYP. 8 -2 _ - —
T BRAGINT 4' -0' c/c r — — — — — — —
I ct �I I�� Irk- - - -
- , i- - —�-�- - - -I-- - - —I- i — -F �2) IT ---T — —1 ITT — -1T-- IT (2) 4T l �M -1 ITT = =- 1 r —TT) 4xa I T---TT — I ►O _!— _ —L 1
--r-
ND \0 \9 0 0 \4 0 .41 Ll U DOUBLE 2x4 I I CO
E- N x x x x x x x x x x x x x x x x x 1p I
- -r-- - - —�- u cn cn :n m cn :n cn m m cn ch cn ch M cn m 11 I N I CROSS BRAC INti
OL X1
m;l I ,� W Q I
I (I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _I _ _ I_
y C10x15
IF
__�I -� --
-- - - _ - 7 - - /AlL
PIGCsY BACK TC O C PIGGY BACK TRUSSEES� tRUSSES, SEE 1 DETAIL - - DETAIL B/5 -5 1 8 -4 � 5 /8'x1 ®" GONT. WITH 5/8'� HILTI KWIK BOLTS 0 12'c /c DETAIL
(4: MIN. EMBED.) 8_g T-P _ � rI I
I I
2
g-5
I I I
ADD DOUBLE 2x4 EXISTING. CONC. TIE:
_GRQS�_BRACING - BEAM TO REMAIN
I I
I I
I
I I
I
s -s I I
I I PIGGY BACK T �68ES,
SEE DETAIL B /S -0
- EXISTING ROOF FRAMING
TO REMAIN
fiE 518'x10' CONT. WITH 5/0
HILTI KWIK BOLTS a 12'c /c
WA ; DETAIL (4: MIN. EMBED.)
TYP. 8 -5
Q
N. UPLIFT = 1.06 K
DL +LL= 1.16 K
C10x15.5 I
zT I
I-
II g�m� II
DOUBLE 2x4 CRO451
O BRACING S 4' -0' �/4 lO
-I -j-- - - m - - — I-- I-
I
I I I
B I R -1 TB -I
O CW -1 CAB 1/E)
15' - 4'
2
8 -4
=rr r�r
DETAIL
3x6 EXPOSED RAFTERS -J
EQUALLY SPACED (t18'c /c)
(2) 4x8 BEAM5—
I
I I
I I
I
SIM. I I
L 31/2'x5 "xI /4' (LONG LEG VERT.) -
LEDGER WITH r %'m HILTI KWIK
aOLT5 12'c /c (4' MIN. EMBED.)
ROOF MING FLAN
SCALE 1/4 " =11 0"
/ I (I21MEMrER UMIN.) I I I I
I I II
I I I I
I I I I I I I I
I I I I I I I I I
REFA . W6 6
F—rrE,-SE� 10 24'1c
I I I �
I I I I I 1 I I I
I I I 1 I I I
I I
I 2x4 OTT. ¢NOR) BRACING
g ±jo0' c/
I I 1 I ( I I I I
I I I I I I I
—1---II—J.Z—L— —
I
O
IN. UPLIFT = 1.21 K
DL +LL= 1.58 K
II 1
ADD DOUBLE 2x4 CRO55
BRACING a 4'-0' c/o
II I
I
I
I
I
S -2
3x6
2'xTAO' CAP
8T -2, 8EE SCHE
- - p-
�n
Cn
C �
11/2 4' n
THRU MR 5 /8'# HILTI KWIK BOLTS
BOLTS. 2112
4' FOR TWO (2 )
MEMBER GIRDER
TRUSS
(VERIFY W/ TRUSS MANUR)
N. UPLIFT = 0.97 K
DL +LL= 1.06 K
1
. S -4
3
8 -5
DETAIL A
E -ACWEN 8 -2
r
c<1
m
N. UPLIFT = 3.13 K
DL +LL= 5.40 K
IDETAIL
SCALE : 3/4' = 1' - 0'
A
5 -2
1/4' 0 LAG BOLTS x10' DEEP
4CH 3x6 JOIST
0 THRU BOLTS PER COLUMN
',�
5 -2
4, 'p,
It
FRANCISCO CUELLO JR. P.E., INC.
Consulting Civil/Structural Ergireer
141 ALHAMSRA CIRCLE
SUITE 220
CORAL G45LE5, FL 33134
C3ID5) �C 1 -ID12�
Re . No. 4IDID8�
TO- H N R �i f E Dl N AX A S� 6
A R(— H I T E(—TS
4901 S.W.75th Avenue
Miami, Florida 33155
T 305.740.0554
F 305.740.5355
jrmainc @bellsouth.net
REVISIONS DATE
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.)raw ;ngs ana Zpecmcanons as insrrumenr or'
service are and shall remain the property ofI
the Architect and shall remain the proparty�
of the Architect whether the project fors
which they were made is executed or riot.i
`hey are not to be used in any manner on
other projects or extensions to -his project)
except by agreement in writing and with the
appropriate compensation to the Architect.
Reproduction of drawings and
specifications without the written consent of
the Architect is prohibited.
0
SEAL
ESIDENCE
BY
1EBBIE & JOHN LANG
941 SW 86 ST
OUTH MIAMI, FL. 33143
:ONTACT: DEBBIE LANG
HONE: 305.665.2894
GALE 74'- TT
)ATE: 10/04
)RAWN: CAP