12-250R(2)-002ROOF PLAN NOTES
1. THE -#• : - COX PLYWOOD ON r WOOD TRUSSES c
PLYWOOD :. # #r EDGES AND PERIMETER, AND AT
INTERMEDIATE. r FOR DIAGRAM.
##f TRUSSES SHALL BE DESIGNED REQUIREMENTS INDICATED IN
STRUCTURAL NOTE NO.
3. PROVIDE BRACING OF # =f ANCE NTH THE REQUIREMENTS OF
# #r TRUSSES. COMPLEMENTARY AND # fr # PREPARED BY TRUSS
REACTION PLATES INSTITUTE, INC.
4. SEE PLAN FOR GRAVITY REACTIONS DESIGNATED AS -P-(IN KIPS) AND OF UPLIFT
DESIGNATED
5. SEE ROOF TRUSS CONNECTOR TABLE THIS SHEET FOR AND LATERAL LOAD
CONNECTORS.
6. WERE BEAMS ARE NOT DESIGNATED OVER 8" CMU WALLS PROVIDE CAST-IN PLACE
DROPPED BEAMS OR PRECAST LINTEL SEE DETAIL ON SHEET S-5.
7. PROVIDE CONT. 2"X6" P.T. LEDGER AT CMU WALL W/ 1/4- DIAM. X 2- TAPCONS 0 8-
O.C. CMU OR CONC. BEAM SLOPED WITH ROOF.
: TRUSS SPECIALITY ENGINEER: OVERSTRESSING OF
DUE # WIND FORCES IS NOT O il r
Q
i
SEE SHEET A-1 SITE PLAN FOR OVERALL FLOOR #
SEE LIVING AREA ADDITION PLAN FOR TIE BEAM SCHEDULE,
....a. /.
5 0
I ;II
'3
3x12 or 2 -2x11 FINISHED WOOD BEAM
8 -71/2 +/- TOP OF BEAU P t ! {
4 METAL ANGLE 4x4 xt /$ BOTH ANGLE LEGS AND �.
AT BOTH SIDE OF WOOD BEAM i �-
WITH 2 -1/2' x 5' DPM90N BOLTS 4 I!I
AT ANNE /COLUMN CONNECTION AND
2 -1/2' THROUGH BOLTS WITH NUT
AND WASHER AT ANGLE/WOOD BENZ CONNECTION
5 71/2' OF WOOD BENZ ON TOP OF EXISTING CONCRETE BEAM NTH
(FIELD iIERIfYj WITH 6' MIN. BEARING AND FAST96 TO DOSTIING
CONCRETE BEAM WITH SIMPSON HGT -2 SEE DETAL 10/S -3
NO FINISHED WOOD RAFTERS AT 24' O.C.
WITH 2x12 FH99 WOOD RIDGE BEAM
FASTENED RAFIER%RIDGE BEAM WITH
SIMPSON LSTA24
3
(N.I.C.)
in
F
1717' i ,
cf
` � 4
va
MT AL EXfST PORGor-HOOVATION, TIE BEAM PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4" = 1' -0"
Z
O
0
Z
ROOF
FRAMING
PLAN.
SEE SHEET A-1
SEE LIVING AREA
SITE PLAN FOR OVERALL FLOOR PLAN
ADD11ION TIE BEAM PLAN FOR TIE BEAM SCHEDULE, THIS
SHEET
L1
®
�
O
Q
Q
W
(LBS)
(LBS)
(LBS)
—
SUPPORT
MEMBER
No./TYPE OF FASTENERS /BOLTS:
No./TYPE OF FASTENERS PER ANCHOR:
0 a
Q N
E Q
I
x , 0
0 X +4
1
NVSTA -24H
NU -VUE
EMBED IN TIE BEAM 4" MIN.
�
N/A
1,426 #
950 #
U= .98k
No. 12- 0130.32
ILL: Lij
p w Ln
o ¢ W
P =.6k
,: x V) z
-
¢
FI L E: kn oep ffl er— H em ert
SINGLE 14 GA
o C„ 00
N
DRAWN: G.A.R.
I,
WTH28 STRAP)
U = -2.1 k
E
CHECKED: A.K.
2
NVHTA -24H
kie
'ql
EMBED IN TIE BEAM 4" MIN.
(6) -10d x1 -1/2" NAILS THRU 20GA SEAT
N/A
2,649 #
1,575 #
ATTACH
3X8 TO -/
(20 GA. SEAT &
TIE BEAM H
N (2)2X12
BEAMS WITH N
o
f € HURRICANE
CLIP C'4
(18) -10d x1 -1/2" NAILS THRU TWO STRAPS
CAPABLE
OF RESISTING Q
ENTRY (
NVTH28 STRAPS)
MIN. OF
1,000 LB UPLIFT"
LOAD MITH
APPROVED
3
SEE DEL SHEET W
N/A
MIAMI-
ADE COUNTY
5,800 #
N/A
N.O.A. I
TYP.)
NU -VUE
(9)1/4" TAPCONS
(7) -16d NAILS
1,125 #
(14 GA MTL
No, 12- 0130 -33
.,1 Q
N m
w
N
x;; tJ
�.: 0
° x
�..
2
W
5
NVRT -24H
NU -VUE
(7) -16d NAILS
(7) -16d NAILS
-�'
1,125 #
3' -0
k 1
0
' -O' LA
1
(14 GA MTL
{tl < Q
<
STRAP)
I (
I
0
U5
z 0
C%t-
=,_
I`I (n
i I l as
I (n
o
i0
L2
C w
® X
1! z
�@tkl
Q LLI
ADDITION
w i
�.
EXISTING
0 0
0 �
Q
i
SEE SHEET A-1 SITE PLAN FOR OVERALL FLOOR #
SEE LIVING AREA ADDITION PLAN FOR TIE BEAM SCHEDULE,
....a. /.
5 0
I ;II
'3
3x12 or 2 -2x11 FINISHED WOOD BEAM
8 -71/2 +/- TOP OF BEAU P t ! {
4 METAL ANGLE 4x4 xt /$ BOTH ANGLE LEGS AND �.
AT BOTH SIDE OF WOOD BEAM i �-
WITH 2 -1/2' x 5' DPM90N BOLTS 4 I!I
AT ANNE /COLUMN CONNECTION AND
2 -1/2' THROUGH BOLTS WITH NUT
AND WASHER AT ANGLE/WOOD BENZ CONNECTION
5 71/2' OF WOOD BENZ ON TOP OF EXISTING CONCRETE BEAM NTH
(FIELD iIERIfYj WITH 6' MIN. BEARING AND FAST96 TO DOSTIING
CONCRETE BEAM WITH SIMPSON HGT -2 SEE DETAL 10/S -3
NO FINISHED WOOD RAFTERS AT 24' O.C.
WITH 2x12 FH99 WOOD RIDGE BEAM
FASTENED RAFIER%RIDGE BEAM WITH
SIMPSON LSTA24
3
(N.I.C.)
in
F
1717' i ,
cf
` � 4
va
MT AL EXfST PORGor-HOOVATION, TIE BEAM PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4" = 1' -0"
Z
O
0
Z
ROOF
FRAMING
PLAN.
SEE SHEET A-1
SEE LIVING AREA
SITE PLAN FOR OVERALL FLOOR PLAN
ADD11ION TIE BEAM PLAN FOR TIE BEAM SCHEDULE, THIS
SHEET
L1
®
�
O
TYPE
Q
W
(LBS)
(LBS)
8k fl
v
I P
f,//EXISTING i l
k
-'2X4 WOOD STUD-WALL
0 1671 1 O.C. W /DOUBLE
2x4'TOP &,BOT PLATE
u_ -2.1k o
P =1.7k
U =-.3k a
P /.25k
EXISTING (N.I.C.
U = -1:2 Q
P =1.0k
HATCHED AREA INDICATES
EXISTING (N.I*'C.)
f r I
U
•
rti
GARAGE
ADDITION
ROOF
FRAMING
PLAN.
SEE SHEET A-1
SEE LIVING AREA
SITE PLAN FOR OVERALL FLOOR PLAN
ADD11ION TIE BEAM PLAN FOR TIE BEAM SCHEDULE, THIS
SHEET
ROOF TRUSS CONNECTOR
SCHEDULE
MK
CONNECTOR
MANUFACTURER
CONNECTION TO
ALLOWABLE
UPLIFT
L1
L2
TYPE
GRAVITY (LBS)
(LBS)
(LBS)
(LBS)
ACCEPTANCE NO.
SUPPORT
MEMBER
No./TYPE OF FASTENERS /BOLTS:
No./TYPE OF FASTENERS PER ANCHOR:
Q
E Q
I
1
NVSTA -24H
NU -VUE
EMBED IN TIE BEAM 4" MIN.
(9) -10d x1 -1/2" NAILS THRU 20GA SEAT
N/A
1,426 #
950 #
1,430 #
No. 12- 0130.32
(20 GA SEAT &
FI L E: kn oep ffl er— H em ert
SINGLE 14 GA
7' -4' D
(6) -10d x1 -1/2" NAILS THRU STRAP
DRAWN: G.A.R.
WTH28 STRAP)
U = -2.1 k
CHECKED: A.K.
2
NVHTA -24H
NU -wE
EMBED IN TIE BEAM 4" MIN.
(6) -10d x1 -1/2" NAILS THRU 20GA SEAT
N/A
2,649 #
1,575 #
2,175 #
No. 12- 0130.32
(20 GA. SEAT &
TIE BEAM H
HALL BE
DOUBLE 14 GA
(18) -10d x1 -1/2" NAILS THRU TWO STRAPS
12" HIGH E
ENTRY (
NVTH28 STRAPS)
k G
3
SEE DEL SHEET W
N/A
5,800 #
N/A
4
NVRT -24H
NU -VUE
(9)1/4" TAPCONS
(7) -16d NAILS
1,125 #
(14 GA MTL
No, 12- 0130 -33
STRAP)
Z W
W
5
NVRT -24H
NU -VUE
(7) -16d NAILS
(7) -16d NAILS
1,125 #
1 tL_m. &
(14 GA MTL
0
No. 12- 0130 -33
STRAP)
m =
=,_
7' -6'
�.J P =1.4k
i
i
U=-2.8I<
l'1 P =2.6k1
0 z
z O
� ® i
X
a
8' -8'
35' -4"
27' -1Dr
4' -4' ,.
I i i <ING @ ALL
rir �THIN 15 FEET
�ACH WITH
@ i
NDARIES AND
• fr # 1THER EDGES.
i
14' -10'
��Lej
I '
T -� 2 -2 - WOOD LE GE W/ /8" DIAM. •�
•-+ EXP. A CHOR BOLT 12" O.C. STAGGERED
1 �1 W/ MIN " EMBEDME IN CONC. _
[-�
BM -3 AT TOP OF FIRE ACE OPENING
✓ t— " 11
f = 12 2 CONTRACTOR SHALL CO TE OPENING A !BEAM HEIGHT
' WITH SELECTED FIREPLACE M UF.
,= 11.2k/
EXISTING (N' U = -,7k r `"' PROVIDE DIAGONAL & H RIZ _
P =.Sk , BRACING TYP
j E--' _
1 PRE -ENG WOOD TR SSES 10 24" O.C.
ga - - -
P =.5k
EXISTING (N.I.C.)
11117- 171... —f
HATCHED AREA INDICATES,,
EXISTING : (N. 1. C. } f, = 1
N.I.C.) P =.5k 31' -4'
i
{
e
i
LIVING AREA ADDITION ROOF FRAMING PLAN PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN
FILLED CELL WITH REINFORCEMENT ON BOTH SIDES OF ALL OPENINGS AND AT ALL CORNERS
FLOOR PLAN LEGEND (D------> INSzu
2 -15 REBAR DOWELS 36- LONG, 6 MIN. EMBED INTO DOSTING TIE BEAM
ROBERT A. GUZMAN, P.E.
15966 S.W. 98TH STREET, MIAMI, FLORIDA 33196
TEL 305-519-4 08-1095
A.
• I'
t • �
STATE ; 4
s
•tjoA,,52647
pNA `t i-N \0
TB-11 I
U = -1.8k G)
P =1.4k
mm2m
nil ° Q
i
.:Xcy
pz ..
I It t It
E-
7-4
I
I
^I
U:
-4.8k
P 4.5k
TB- 18'x 16' CONCRETE TIE BENZ NTH 2 -15 TOP AND BOTTOM CONTINUOUS REBAR
& 13 TIES 012' O.C. THROUGHOUT
11'4 A.F.F. TOP OF BEAM
TB -2 8'x 1' -4" 3000 PSI CONCRETE 11E BEAM WITH 2 -15 TOP AND 3-15 BOTTOM
& 13 TIES 0 12' O.C. THROUGHOUT
(VARIES SEE ARCH.) A.F.F. TOP OF BENZ
B -I 8'x 16' CONCRETE TIE BENZ NTH 2 -16 TOP AND BOTTOM CONTINUOUS REBAR
& 13 TIES 0 6' O.C. THROUGHOUT
11' -4' A.F.F. TOP OF BEAM
i
s
•� r
1
6M.--
1
}
s
p111__ __4
DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT.
ANY DISCREPANCIES ON DIMENSION REPORT • THE ARCHITECT s-
SUPERINTENDENT BEFORE 1111 r # WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
k--3-SECOND
-- • s GUST • r EXPOSURE "B" WIND ZONE
i
oepffler— EMERT
SHEET P,
S,
10 1-3 .:v
e"
�
ML �
Q
E Q
I
PROJ No:10 -13 -11
FI L E: kn oep ffl er— H em ert
7' -4' D
DRAWN: G.A.R.
U = -2.1 k
CHECKED: A.K.
P =1.9k D
DATE: 01 -20 -12
TIE BEAM H
HALL BE
12" HIGH E
ENTRY (
k G
GATE ONLY 6
(n
Z W
W
1 tL_m. &
0
m =
=,_
i0
C w
w i
0 0
0 �
�
i
z
( D
D o
o
m .
.
' I
�i .
cx
E '
I t It �
.a c
� I
I
E-
7-4
I
I
^I
U:
-4.8k
P 4.5k
TB- 18'x 16' CONCRETE TIE BENZ NTH 2 -15 TOP AND BOTTOM CONTINUOUS REBAR
& 13 TIES 012' O.C. THROUGHOUT
11'4 A.F.F. TOP OF BEAM
TB -2 8'x 1' -4" 3000 PSI CONCRETE 11E BEAM WITH 2 -15 TOP AND 3-15 BOTTOM
& 13 TIES 0 12' O.C. THROUGHOUT
(VARIES SEE ARCH.) A.F.F. TOP OF BENZ
B -I 8'x 16' CONCRETE TIE BENZ NTH 2 -16 TOP AND BOTTOM CONTINUOUS REBAR
& 13 TIES 0 6' O.C. THROUGHOUT
11' -4' A.F.F. TOP OF BEAM
i
s
•� r
1
6M.--
1
}
s
p111__ __4
DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT.
ANY DISCREPANCIES ON DIMENSION REPORT • THE ARCHITECT s-
SUPERINTENDENT BEFORE 1111 r # WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
k--3-SECOND
-- • s GUST • r EXPOSURE "B" WIND ZONE
i
oepffler— EMERT
SHEET P,
S,
10 1-3 .:v
e"
1
6M.--
1
}
s
p111__ __4
DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT.
ANY DISCREPANCIES ON DIMENSION REPORT • THE ARCHITECT s-
SUPERINTENDENT BEFORE 1111 r # WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
k--3-SECOND
-- • s GUST • r EXPOSURE "B" WIND ZONE
i
oepffler— EMERT
SHEET P,
S,
10 1-3 .:v
e"
oepffler— EMERT
SHEET P,
S,
10 1-3 .:v
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