12-250-013--vAlo
SHINGLE ROOFING SYSTEM (M TCH EXISTING)
OVER 15# AND 30# ROOFING FELT, 1/2- C.D.X. PLYWOOD SHEATHING
(4 PLY MIN.) AND PRE-EN0EER WOOD TRUSSES
AT 24- O.C. (TYPICAL) Z
0 Z
P= p:
w
B
7-77
(D Z
Z 0
F-
U)
57< C3
LLJ <
CHIMNEY
................ ----------------- - - -------------
- - ---------------------
- ----------
....... ...... 0
7
0
SHINGLE ROOFING SYSTEM (MATCH EXISTING)
C.D.X. PLYWOOD SHE THING
OVER 15# AND 30# ROOFING FELT, 1/2
(4 PLY MIN.) AND PRE—ENGINEER WOOD TRUSSES
in
A
AT 24- O.C. (TYPICAL)
A_4
A
it
.......... .....
0
- -------- -----
... '\—CHIMNEY
...... ...... ..........
/ : : / f' ; - I
C)
f 2 V 3 Y 4 �A
SEE TRUSS MANUFACTURER DWGS
FOR LOCATIONS (IF APPLICA LE)
4b
Pk
co
I
O.H.
TYP.
MAT
r Et
............ iff,,i= ... lz ........ -------------- 3F.z"--
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ICK
tot
-� �� (IST. OAT
IN-TTUM A 10VA INDI P J mr-
TYP.
MAT
.... ....... 3:12 SL
NEW 6
ATCH E TING
CRICKET NOT,/i= �C Nr �AI N /0... ....... ... ... ... �. W o� € E � E �„
V CONTRACTOR SHALL FIE ................
•
RIDGE VERIFY EXIST. SLOPE PRIOR
------ Ar
TO TRUSS FABRICATION
G (TYPICAL) .......
...................... w. N
A,;7
it it
7/
RIDG
i t
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tr
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Typ"
zi MAT*CF EXIST.
.............
it
z 0
0 z i
........... .......
:� '. . ... Ir . . . . . . . . . .....
NEW ROOF AT EXISTING ROOF i_j
.......... -------
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a x
< Ld
AREA
100
it
v
SHINGLE ROOFING SYSTEM (MATCH EXISTING 2 3 V 4-V/
OVER 15# AND 30# ROOFING FELT, 1/2- C.D.X. PLYWOOD SHEATHING s-3 S -3 s-3
(4 PLY MIN.) AND 2xlO FINISHED WOOD RAFTER SEE TRUSS MANUFACTURER DWGS
AT 24" O.C. (TYPICAL) Z FOR LOCATIONS (IF APPLICABLE)
2x12 RIDGE BEAM-CUT TO FIT BOTTOM OF RAFTERS CD z ro=
x a
<
of—on 79' -7y4" 23'-4"
mulvlzi
rffm 3/1611
L PRE-ENEINEERED OF TRUSSES 124' V_ 9. PROiM A MR OF 2 EACH. 11/41 Ir GA. GALVANIZED
ANCU STRAPS, EACH SIDE ALL HDBERS 17VEIN WAN AND
& 312 PITCH (MATCH E)GSTING) VIM 241 9VERHMG G� WALL STUBS KESS NOTED ODMISE.
3.
RU PLAN FOR DESIGN POMM OILY
TRUSS NAMJFACTURER M SUBMIT ENRNEEREB TRUSS
11
KVMM AREA; 2 X 8 RAW W 2 X 10 HIP, VALLEYS,
to
DRAVINGS FOR APPROVAL
E-4
AND RIDGES MP) @ 16' M GF APPLICABLE)
k
ALL HEADM 0 27 0 SYP #2 VIM V7
&
ALL VMB BEANS OTHER THAN THOSE SPECIFIED M BE SO MERN
PLYWOOD MCH PLATE UNLESS Nl]TEB 9RUNM
"TYI
AT GAZEBO ONLY
b
WIM 2 EACH, RfdUCANE STRAPS AT EACH GIRDER OF HIP
i
R
3:12 SLOPE
TRUSS, USE SINPO TS22 OR SAM STRAP AT V0[ID R%
m
ANCUAGE W NET& CONNECTORS, STRAPS AND BOLTS:
VALLS OR SDM HETA 22 AT NASW ERG, WALL OR
Dt
MATCH EXISTING
APPROVED ELC ADDITIONAL AN UMIG MY BE REMU
11
DEMN ROOF' TRUSS FOR WIND LOU OF 140 NPH,
IN TRUSS 010com
CONTRACTOR SHALL FIELD
14,
SEE DETAIL 2,3,4/S-3 FOR TRUSS ANCHORING MODELS
&
VERIFY EXIST. SLOPE PRIOR;
11
SEE DETAIL 7/S-3 FOR RMF MTN FASTENING PATTERN
AC=
TO TRUSS FABRICATION
0 co
o
cA
gg
(TYPICAL)
Lo
M
0
w
SHINGLE ROOFING SYSTEM (MATCH EXISTING)
•
0-
t_j
OVER 15# AND 30# ROOFING FELT, 1/2- C.D.X. PLYWOOD SHEATHING (4 PLY MIN.)
v,
6" TONGUE AND GROOVE FINISHED WOOD CEILING (SELECTED BY OWNER)
0
AND WOOD RAFTERS AT 24 O.C. (TYPICAL)
0
SEE STRUCTURAL DWGS. FOR SIZES
V_
4!-6y4- .3'-
10' -0"
48 -9
ff
i;
ADDITION t
0
0 z
23 Ln
ri
'ii
0 x
La
00[
ADDITION
r.
EXISITING
(D Z
Z 0
F-
U)
57< C3
LLJ <
CHIMNEY
................ ----------------- - - -------------
- - ---------------------
- ----------
....... ...... 0
7
0
SHINGLE ROOFING SYSTEM (MATCH EXISTING)
C.D.X. PLYWOOD SHE THING
OVER 15# AND 30# ROOFING FELT, 1/2
(4 PLY MIN.) AND PRE—ENGINEER WOOD TRUSSES
in
A
AT 24- O.C. (TYPICAL)
A_4
A
it
.......... .....
0
- -------- -----
... '\—CHIMNEY
...... ...... ..........
/ : : / f' ; - I
C)
f 2 V 3 Y 4 �A
SEE TRUSS MANUFACTURER DWGS
FOR LOCATIONS (IF APPLICA LE)
4b
Pk
co
I
O.H.
TYP.
MAT
r Et
............ iff,,i= ... lz ........ -------------- 3F.z"--
. ... ... ..
...............
.............. . llinn.... ......
A .............. I ....... /
9,�J il / .1 ,_ .... - - ... ,il.. - � -;� . ........
17....
...................... ..........
iE
ICK
tot
-� �� (IST. OAT
IN-TTUM A 10VA INDI P J mr-
TYP.
MAT
.... ....... 3:12 SL
NEW 6
ATCH E TING
CRICKET NOT,/i= �C Nr �AI N /0... ....... ... ... ... �. W o� € E � E �„
V CONTRACTOR SHALL FIE ................
•
RIDGE VERIFY EXIST. SLOPE PRIOR
------ Ar
TO TRUSS FABRICATION
G (TYPICAL) .......
...................... w. N
A,;7
it it
7/
RIDG
i t
S S 3 7,
-3
...........
.............
( ......... / ........ NL ............ — --------
.........
........ .
0
JIL-1z
*ow
�1\
!_'A ....
---------------- ------- ------- ......
it
tr
U. �l .... ... ............ Z4 ..... ..... .......... ........... ...... = ............ ........ ............ k: .............. ............ 7 ...
Typ"
zi MAT*CF EXIST.
.............
it
z 0
0 z i
........... .......
:� '. . ... Ir . . . . . . . . . .....
NEW ROOF AT EXISTING ROOF i_j
.......... -------
............ ............ ....................
. . . . . . . . . . . . . . . . . . . . . . . . . ------
a x
< Ld
AREA
100
it
v
SHINGLE ROOFING SYSTEM (MATCH EXISTING 2 3 V 4-V/
OVER 15# AND 30# ROOFING FELT, 1/2- C.D.X. PLYWOOD SHEATHING s-3 S -3 s-3
(4 PLY MIN.) AND 2xlO FINISHED WOOD RAFTER SEE TRUSS MANUFACTURER DWGS
AT 24" O.C. (TYPICAL) Z FOR LOCATIONS (IF APPLICABLE)
2x12 RIDGE BEAM-CUT TO FIT BOTTOM OF RAFTERS CD z ro=
x a
<
of—on 79' -7y4" 23'-4"
mulvlzi
rffm 3/1611
L PRE-ENEINEERED OF TRUSSES 124' V_ 9. PROiM A MR OF 2 EACH. 11/41 Ir GA. GALVANIZED
ANCU STRAPS, EACH SIDE ALL HDBERS 17VEIN WAN AND
& 312 PITCH (MATCH E)GSTING) VIM 241 9VERHMG G� WALL STUBS KESS NOTED ODMISE.
3.
RU PLAN FOR DESIGN POMM OILY
TRUSS NAMJFACTURER M SUBMIT ENRNEEREB TRUSS
11
KVMM AREA; 2 X 8 RAW W 2 X 10 HIP, VALLEYS,
to
DRAVINGS FOR APPROVAL
E-4
AND RIDGES MP) @ 16' M GF APPLICABLE)
k
ALL HEADM 0 27 0 SYP #2 VIM V7
&
ALL VMB BEANS OTHER THAN THOSE SPECIFIED M BE SO MERN
PLYWOOD MCH PLATE UNLESS Nl]TEB 9RUNM
YaM PINE #2 OR BETTER
5.
WIM 2 EACH, RfdUCANE STRAPS AT EACH GIRDER OF HIP
IZ
ALL BEANS AND ClM M PROVIDE CWNM IJPLIFT
TRUSS, USE SINPO TS22 OR SAM STRAP AT V0[ID R%
m
ANCUAGE W NET& CONNECTORS, STRAPS AND BOLTS:
VALLS OR SDM HETA 22 AT NASW ERG, WALL OR
APPROVED ELC ADDITIONAL AN UMIG MY BE REMU
11
DEMN ROOF' TRUSS FOR WIND LOU OF 140 NPH,
IN TRUSS 010com
14,
SEE DETAIL 2,3,4/S-3 FOR TRUSS ANCHORING MODELS
&
NOT USED
11
SEE DETAIL 7/S-3 FOR RMF MTN FASTENING PATTERN
ARCHITECT FOR FINAL REVIEW AND APPROVAL PRIDR M I& \LL JJLIRIL 7/s -3 tUK VAULT IJLIRLL
FABRICATIDN. 17, ALUMINUM VALLEY FLASHING (TYPICAL)
ALL PERMANENT TRUSS BRACING SPMCATIDNS M BE III TRUSSES SHALL BE DESIGN BY TRUSS MANUFACTURER M VITHSTAND
PROVIDED BY TOM KWF. AND SHIPPED WITH TRUSS ADDITMNAL WEIGHT FOR STORED ITENS, UW LOAD CALWTIN
MUM SIGHED AND SEALED BY FL RE & PROF. EN&
IS CONTRACTOR SHALL INSTALL PLYWOOD PLATFMNS AT MTTEIN OX OF TRUSSES
CDR STUZAGE SPACE (COORDINATE WITH OWNER AREAS TO RECEIVE PLYWOOD)
h i!
04
M
"DRESS
7011 SW 68 CT. S. MIAMI FLORIDA
LEGAL DESCRIPTION
LOT 2 OF SUNSET CIRCLE
ACCORDING TO THE PLAT BOOK 48 PAGE 5
MIAMI—DADE COUNTY, FLORIDA
DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT.
ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR
CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
3— SECOND OUST AND EXPOSURE "B" WIND ZONE
to
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t_j
v,
OF SOUTH MIAMi
DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT.
ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR
CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
3— SECOND OUST AND EXPOSURE "B" WIND ZONE
oepffler—VAN HEMERT
SHEET
A-5
06 15
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AC=
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SHEET
A-5
06 15