12-250-023ROOF PLAN NOTES
1. THE ROOF STRUCTURE IS 5/8" CDX PLYWOOD ON PRE- ENGINEERED WOOD TRUSSES 0 24"
O.C. PLYWOOD NAILING: 8d RINK NAILS 0 4 "o.c AT PLYWOOD EDGES AND PERIMETER, AND AT
6" INTERMEDIATE. SEE DET. SHEET S -3 FOR DIAGRAM. .
2. PRE -ENG. WOOD TRUSSES SHALL BE DESIGNED AS PER THE REQUIREMENTS INDICATED IN
STRUCTURAL NOTE NO. 9, SHEET S -3.
3. PROVIDE PERMANENT BRACING OF TRUSSES IN ACCORDANCE WITH THE REQUIREMENTS OF
"BRACING WOOD TRUSSES. COMPLEMENTARY AND RECOMENDATIONS" PREPARED BY TRUSS
PLATES INSTITUTE, INC,
4. SEE PLAN FOR GRAVITY REACTIONS DESIGNATED AS -P-(IN KIPS) AND OF UPLIFT
REACTION DESIGNATED AS -U-(IN KIPS)
5. SEE ROOF TRUSS CONNECTOR TABLE THIS SHEET FOR UPLIFT AND LATERAL LOAD
CONNECTORS.
6. WHERE 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.
8. TRUSS SPECIALITY ENGINEER: OVERSTRESSING OF TRUSS MTL. PLATES
DUE TO WIND FORCES IS NOT ALLOWED.
10' -8"
ADDITION
EXISTING —
i
M
II li
11 ITT Q w
- - - -- -�- -r
/` `
GAZEBO
ROOF
FRAMING
PLAN
SEE SHEET A -1
SEE LIVING AREA
SITE PLAN FOR
ADDITION TIE
OVERALL FLOOR PLAN 1/4" = 1' -0"
BEAM PLAN FOR TIE BEAM SCHEDULE, THIS SHEET
Z O
III
III
V) p
lil a U
w III
F- A
ADDITION _
III m
HI W <
® III
VIII
o x
x E
O o
° NIII
3 = -12.2
b
Q w
0
N- 0
-N-, H O 3
o NIII
—111
°
=11.2k
IIIII I ~
0
LL: x111
U = -,98k
W
III V III N
cj
C5 a W III
P =.6k
III Z
=
0 /
/0
III O co
III x
N c° III
2
III °o V)
a III
L 4
4' -6y4'
111
I I
[111
f
tilll
III
II
III
II
III
1
II
II
s r f
`U = —.71 f
T
ATTACH
3X8 TO 11'
NIII (2)2X1
BEAMS WITH N III
c�lll HURRICANE
CLIP NIII
o
X111 CAPABLE
OF RESISTING
`"III MIN. OF
1,000 LB UPLIFT -111
III LOAD
TH APPROVED III
III MIAMI-MADE
COUNTY III
III N.O.A.
III
TYP.) III
III
lli
III
:all
III
{{III
Ull�
111
III �
III a
111
a IRE
w III
ui
04111 m
°D 04111
NIII
NIII °
o NIII
-111
C�2
0-
o
I11 0
~ III
LL: I I
O
.
II
ao
I
ao II
I
I ° to
�V) II
i to
Z O
O Z
ADDITION
EXISTING —
i
M
II li
11 ITT Q w
- - - -- -�- -r
/` `
GAZEBO
ROOF
FRAMING
PLAN
SEE SHEET A -1
SEE LIVING AREA
SITE PLAN FOR
ADDITION TIE
OVERALL FLOOR PLAN 1/4" = 1' -0"
BEAM PLAN FOR TIE BEAM SCHEDULE, THIS SHEET
r - ° f.
-
f
ff off f f off � ✓f 5
f f f r `3 III IH 3 f °
3x12 a �
2 -2x12 FINISHED WOOD BEAU f f ° r` a II 6 III , ` f
f � f III III r f f f
3 8' -71 /2' +/- TOP OF BEAU " I III III f
_.W_
METAL ANGLE 4'x4'xt/8' BOTH ANGLE LEGS AND ,f f LII f f
AT BOTH SIDE OF WOOD BEAM III III
NTH 2 -1/2' x S' EXPANSION BOLTS 4 III III 4
AT ANGLE /COLUMN CONNECTION AND
2 -1/2' THROUGH BOLTS WITH NUT
AND WASHER AT ANGLE/WOOD BEAM CONNECTION
�5 71/2' OF WOOD BEAM ON TOP OF EXISTING CONCRETE BEAM WITH
(FIELD VERIFY) WITH 6' MIN. BEARING AND FASTENED TO 00STIING
CONCRETE BEAM WITH SIMPSON HGT -2 SEE DETAIL 10 /S -3 WOOD BEAM SHALL NOT EXTEND BEYOND
G) 2x10 FINISHED WOOD RAFTERS AT 24' O.C. EDGE OF NEW ROOF ABOVE
�--� WITH 2x12 FINISHED WOOD RIDGE BEAM
FASTENED RAFIER%RIDGE BEAM WITH
SIMPSON LSTA24
n A T1mT A T T.117T0r1n nfNnflTT nT'.1RTfNTT A MTf1TT rnTT.1 1n T.1 All f TIT A AT
SEE SHEET A -1 S
SITE PLAN FOR O
OVERALL FLOOR P
PLAN 1
1/4" = 1' -0" z
z O
Z O
O
V) p
F- A
ADDITION _
o x
x E
_ W
3 = -12.2
Q w
w O
O U = -1.8k =
=11.2k
P =1.4k
0 /
/0
P =,5k
10' -0' L
L 4
4' -6y4'
s r f
`U = —.71 f
T
f" T
-
°TRUSSE fAS CANTELEVER
f
f f f s
U -2.1k�
P =1.7kr
- % if !" ,,✓`
,M BELOW TO /REMAIN ff
f f f f f '
f ATCH , D 4EA INDICATES r l r f f r" T
f k I
I I
EXISTI G (l�:I:C.) f' f' 2X} u- ' -1.8M
r'
U = -2,1 k
f P =1.7k
r
r ✓ �f `d f , /
f f
f s f f f= 12.61 f E
f
n A Tl A n T:1 A Tt T% T rn T fN 'X T Tl fN fN T.1 T71 T-1 A A ,f TN T f`I T-1 T A 'A T
SEE LIVING AREA ADDITION TIE BEAM PLAN FOR TIE BEAM SCHEDULE, THIS SHEET
ROOF TRUSS CONNECTOR SCHEDULE
MK CONNECTOR MANUFACTURER CONNECTION TO ALLOWABLE UPLIFT L1 L2
0 TYPE SUPPORT MEMBER GRAVITY (LBS) (LBS) (LBS) (LBS) ACCEPTANCE NO,
No. /TYPE OF FASTENERS /BOLTS: No. /TYPE OF FASTENERS PER ANCHOR:
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 &
SINGLE 14 GA (6) -10d x1 -1/2" NAILS THRU STRAP
WTH28 STRAP)
2 NVSTA -24H NU -VUE 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 &
DOUBLE 14 GA (18) -10d x1 -1/2" NAILS THRU TWO STRAPS
NVTH28 STRAPS)
3 SEE DEL SHEET 'A' N/A 5,800 # N/A
4 NVRT -24H NU -VUE (9)1/4" TAPCONS (7) -16d NAILS 1,125 #
(14 GA MTL
No. 08- 0326 -20
STRAP)
P= 1.4k/ ff ff
✓` f ,✓ / f / s
fff
/"HATCHED AREA /INDICATES//
f` EXISTING ; (N.I. C.'�
r` f ✓' f ° d°
f f f f f f
f f
h OEM ! ��
kEg
&_13 TIES 0 t2' 01C. THROUGHOUT
it' -4' A.F.F. TOP OF BEAM
TB -2 8'x 1' -4' 3000 PSI CONCRETE RE BEAM WITH 2 -15 TOP AND 3-15 BOTTOM
& 13 RES 012' O.C. THROUGHOUT ,
Ca ZO (VARIES SEE ARCH.) A.F.F. TOP OF BEAM a
Z B -1 8'x 16' CONCRETE RE BEAM WITH 2 -16 TOP AND BOTTOM CONTINUOUS REBAR `•� ."
& 13 TIES 0 6' O.C. THROUGHOUT
x p 11'4 A.F.F. TOP OF BEAM
LIVING AREA ADDITION ROOF FRAMING PLAN PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4" = 1' -0"
FILLED CELL WITH REINFORCEMENT ON BOTH SIDES OF ALL OPENINGS AND AT ALL CORNERS
TAT f1 f%n TIT A AT T 11.1"T:1ATTN /-.`\ r ADDRESS
a2 —� 2'x2'xt /4' ALUMINUM STRUCTURAL MUWON WITH 4'x4'xt/4' TOP AND BOTTOM PLC
PLATES SHALL BE FASTENED WITH 4- 1/4'x3' LONG EXPANSION BOLTS
rtvocrX I r%. VVLIV1tA1V, r".G.
15966 S.W. 98TH STREET, MIAMI, FLORIDA 33196
TEL 305 - 519357, FAX, 305 - 408 -1095
oepffler —VAN HEMERT
P= 1.4k/ ff ff
✓` f ,✓ / f / s
fff
/"HATCHED AREA /INDICATES//
f` EXISTING ; (N.I. C.'�
r` f ✓' f ° d°
f f f f f f
f f
h OEM ! ��
kEg
&_13 TIES 0 t2' 01C. THROUGHOUT
it' -4' A.F.F. TOP OF BEAM
TB -2 8'x 1' -4' 3000 PSI CONCRETE RE BEAM WITH 2 -15 TOP AND 3-15 BOTTOM
& 13 RES 012' O.C. THROUGHOUT ,
Ca ZO (VARIES SEE ARCH.) A.F.F. TOP OF BEAM a
Z B -1 8'x 16' CONCRETE RE BEAM WITH 2 -16 TOP AND BOTTOM CONTINUOUS REBAR `•� ."
& 13 TIES 0 6' O.C. THROUGHOUT
x p 11'4 A.F.F. TOP OF BEAM
LIVING AREA ADDITION ROOF FRAMING PLAN PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4" = 1' -0"
FILLED CELL WITH REINFORCEMENT ON BOTH SIDES OF ALL OPENINGS AND AT ALL CORNERS
TAT f1 f%n TIT A AT T 11.1"T:1ATTN /-.`\ r ADDRESS
a2 —� 2'x2'xt /4' ALUMINUM STRUCTURAL MUWON WITH 4'x4'xt/4' TOP AND BOTTOM PLC
PLATES SHALL BE FASTENED WITH 4- 1/4'x3' LONG EXPANSION BOLTS
rtvocrX I r%. VVLIV1tA1V, r".G.
15966 S.W. 98TH STREET, MIAMI, FLORIDA 33196
TEL 305 - 519357, FAX, 305 - 408 -1095
oepffler —VAN HEMERT
a2 —� 2'x2'xt /4' ALUMINUM STRUCTURAL MUWON WITH 4'x4'xt/4' TOP AND BOTTOM PLC
PLATES SHALL BE FASTENED WITH 4- 1/4'x3' LONG EXPANSION BOLTS
rtvocrX I r%. VVLIV1tA1V, r".G.
15966 S.W. 98TH STREET, MIAMI, FLORIDA 33196
TEL 305 - 519357, FAX, 305 - 408 -1095
oepffler —VAN HEMERT