14-576-009HURRICANE STRAPS CONNECTORS SCHEDULE
MANUFACTURER
PRODUCT CODE
CAPACITY
DADE COUNTY/ OR
STATE APPROVAL
NUMBER
COMMENTS
UPLIFT
L1
L2
GRAVITY
NU -VUE NVSTA20
1,236#
823 #
1,239#
—
13- 0206.17
(7) 10dx1 -1/2" NAILS IN STRAP AND (6)10dx1 -12" NAILS IN SEAT
NU -VUE NVHTA20
2,208#
1,312#
1,812#
—
13- 0206.17
(14) 10dx1 -1/2" NAILS IN STRAP AND (6) 10dx1 -12" NAILS IN SEAT
NU -VUE NVTHJ28
1,931 #
—
—
DENOTES
13- 0206.17
(20) 16d NAILS IN HEADER, (9) 10dx1 -12" NAILS IN HIP, AND (5)
10dx1A/2" NAILS IN JACK
UPS RT16M
1,395#
630#
490#
—
FL10739.1
(9) 10dx1 -1/2" NAILS IN RAFTER AND (4)1/4 "Ox1 -3/4" TAPCON IN
CONCRETE BEAM
UPS HGAM10
915#
1,075#
1,110#
—
FL817
(4) 1/4 "Ox1 -12" WOOD SCREWS IN RAFTER AND (4)1/4 "Ox1 -1/4"
WEDGE BOLTS IN CONCRETE BEAM
UPS MSTA18
1,130#
—
—
—
FL13285
(7) 10dx1 -1/2" NAILS IN RAFTER AND (7)10dx1 -12" NAILS IN JOIST
_I
REINFORCEMENT
4 # 5
STIRRUPS # 3 FROM
SUPPORTS, FIRST 12 @
4" BALANCE @ 12" O.C.
TIE BEAM TB - 6
SCALE 1- 1/2 " =1' -0"
STEEL PLATE 8- 3/4 "x4 "x1 /4"
(FY =36 KSI)
(2) 5/8" DIA. THRU BOLT
STEEL ANGLE 3 "x3 "x1 /4" WITH
EXTENDED LEGS (FY =36 KSI)
PRE —FAB WD TRUSS SPECIFIED
(2) 3/4" DIA. HILTI KWIIK
BOLT (3) PER LEG
ECIFIED CONCRETE TIE BEAM
CONCRETE BLOCK WALL
E REAM
SCALE N.T.S
9 –j" STEEL PLATE 8- 3/4 "x4 "x1/4"
(FY =36 KSI)
PRE –FAB WD TRUSS SPECIFIED
E -70XX
= 3/16" STEEL ANGLE 3 "x3 "x1/4" WITH
EXTENDED LEGS (FY =36 KSI)
(2) 3/4" DIA. HILTI KWIIK BOLT (3)
(CARBON STEEL) PER LEG
SPECIFIED CONCRETE TIE BEAM
3" i 3"
ELEVATION
SCALE : N.T.S
TWO PLY TRUSS
GIRDER TRUSSES TIE -DOWN
NOT TO SCALE
23' -4"
PRE -FAB WOOD TRUSSES
@ 24" O.C.
SEE ROOF PLAN FOR
ANCHOR SPECS.
OL T.O.B. = +10' -6"
PAPER BACKED WIRE
LATH STUCCO SOFFIT
W/4"02" VENTS AT -
48" O.C.
�. T.O.B. = +8' -0"
CONCRETE BEAM (TB -6)
PROPOSED
WINDOW
5/8" TEXTURED
STUCCO FINISH
8" CONCRETE
BLOCK WALL
PROPOSED ROOF PLAN
SCALE: 1 /4"= 1' -O"
41 12
Ir
1/2" GYPSUM BOARD CEILING L R -30
" ON METAL HI -HATS. INSULATION
H_
CONCRETE BEAM (TB -3)
�-
1/2" GYP. WALL BD. ON
1x2 P.T. WD. FURRING STRIPS
AT 24" O.C. W/ R -5.0 INSUL.
1 x2 P.T. FIRE STOPS AT 8' -0" MAX.
1 #5 VERT. IN CONC. FILLED BLOCK
CELL @ 16" O.C. FROM FOOTING TO
TIE BEAM, HOOK INTO FOUNDATION
AND TIE BEAM
STD. #8 LADDER TYPE HORIZ. REINF.
AT 16" O.C. VERTICALLY
e
SEE FOOTING
SCHEDULE FOR SIZE
a AND REINFORCING
TYPICAL HIP ROOF WALL SECTION
SCALE: 1/2 "= 1' -0"
-6"
-3"
.F.
.F.
i.F.
;.F.
;.F.
;.F.
PIGGY BACK 202
ROOF
SYMBOL LEGEND
ID
SYMBOL DESCRIPTION
GT
DENOTES
WOOD PRE -FAB. GIRDER TRUSS
�1
DENOTES
WOOD PRE -FAB. TRUSS @ 24" O.C.
ODENOTES
PERMANENT "X" BRACING
O3
DENOTES
WOOD PIGGYBACK 2x12 WOOD JOISTS
4O
DENOTES
2X10 SOUTHER PINE GR. 2 WOOD JOISTS @ 16" O.C.
5O
DENOTES
WOOD BLOCKING
DENOTES
4 "x12" SCREENED SOFFIT VENT @ 48" O.C.
DENOTES
ROOF TRUSS PITCH
3112
AND DIRECTION OF TRUSS PITCH
_I
REINFORCEMENT
4 # 5
STIRRUPS # 3 FROM
SUPPORTS, FIRST 12 @
4" BALANCE @ 12" O.C.
TIE BEAM TB - 6
SCALE 1- 1/2 " =1' -0"
STEEL PLATE 8- 3/4 "x4 "x1 /4"
(FY =36 KSI)
(2) 5/8" DIA. THRU BOLT
STEEL ANGLE 3 "x3 "x1 /4" WITH
EXTENDED LEGS (FY =36 KSI)
PRE —FAB WD TRUSS SPECIFIED
(2) 3/4" DIA. HILTI KWIIK
BOLT (3) PER LEG
ECIFIED CONCRETE TIE BEAM
CONCRETE BLOCK WALL
E REAM
SCALE N.T.S
9 –j" STEEL PLATE 8- 3/4 "x4 "x1/4"
(FY =36 KSI)
PRE –FAB WD TRUSS SPECIFIED
E -70XX
= 3/16" STEEL ANGLE 3 "x3 "x1/4" WITH
EXTENDED LEGS (FY =36 KSI)
(2) 3/4" DIA. HILTI KWIIK BOLT (3)
(CARBON STEEL) PER LEG
SPECIFIED CONCRETE TIE BEAM
3" i 3"
ELEVATION
SCALE : N.T.S
TWO PLY TRUSS
GIRDER TRUSSES TIE -DOWN
NOT TO SCALE
23' -4"
PRE -FAB WOOD TRUSSES
@ 24" O.C.
SEE ROOF PLAN FOR
ANCHOR SPECS.
OL T.O.B. = +10' -6"
PAPER BACKED WIRE
LATH STUCCO SOFFIT
W/4"02" VENTS AT -
48" O.C.
�. T.O.B. = +8' -0"
CONCRETE BEAM (TB -6)
PROPOSED
WINDOW
5/8" TEXTURED
STUCCO FINISH
8" CONCRETE
BLOCK WALL
PROPOSED ROOF PLAN
SCALE: 1 /4"= 1' -O"
41 12
Ir
1/2" GYPSUM BOARD CEILING L R -30
" ON METAL HI -HATS. INSULATION
H_
CONCRETE BEAM (TB -3)
�-
1/2" GYP. WALL BD. ON
1x2 P.T. WD. FURRING STRIPS
AT 24" O.C. W/ R -5.0 INSUL.
1 x2 P.T. FIRE STOPS AT 8' -0" MAX.
1 #5 VERT. IN CONC. FILLED BLOCK
CELL @ 16" O.C. FROM FOOTING TO
TIE BEAM, HOOK INTO FOUNDATION
AND TIE BEAM
STD. #8 LADDER TYPE HORIZ. REINF.
AT 16" O.C. VERTICALLY
e
SEE FOOTING
SCHEDULE FOR SIZE
a AND REINFORCING
TYPICAL HIP ROOF WALL SECTION
SCALE: 1/2 "= 1' -0"
-6"
-3"
.F.
.F.
i.F.
;.F.
;.F.
;.F.
PIGGY BACK 202
PROJECT*
01 -JA -14
UPS
MSTA18
CONNECTOR
(24" O.C.
WOOD JOISTS
MAX.)
TOP
EACH
CHORD
TRUSS ANCHORED TO
APPROVAL # FL13285
OPENING TO
BE BLOCKED
PIGGY BACK TRUSS DETAIL
SCALE: 3/8 "= 1' -0"
CONT. 26 GA. MTL. EVE
DRIP STRIP ON 1x2 P.T.
WD. NAILER W/ 2d.
GALV. NAILS AT 4" O.C.
2x12 SMOOTH FINISH
WD. FASCIA NAILED TO
TRUSSES W/ 2 -16d.
GALV. NAILS
T.O.B. = +8' -2"
SEE ROOF PLAN FOR
ANCHOR SPECS.
PAPER BACKED WIRE
LATH STUCCO SOFFIT
W /4 "x 12" VENTS AT
48" O.C.
5/8" TEXTURED
STUCCO FINISH
8" CONCRETE
BLOCK WALL
30" MIN. SPLICE
GROUND
BUILT UP ROOF 5/8" CDX. PLYWOOD LAID
STAGGERED & NAILED W/ 8d. RING SHANK NAILS
AT 6 "O.C. AT FIELD AND PANEL EDGES W /8d.RING
SHANK NAILS AT 4 "O.C. ALONG PERIMETER EDGES.
RIGID INSULATION OR OTHER APPROVED
MATERIAL TO ACHIEVE REQUIRED SLOPE
SLOPE 1 /4" /FT.
R -30
�_ZM9_��'ufr INSULATION
/ L 2x10 SOUTHERN PINE GR. #2
12" WOOD JOISTS @ 16" O.C.
O.H. - 1/2" GYPSUM BOARD CEILIN_ G
ON METAL HI -HATS.
n
CONCRETE BEAM (TB -2) 1 sFr. i �
1 x2 P.T. FIRE STOPS AT 8' -0" MA A.
1/2" GYP. WALL BD. ON �G/
1 x2 P.T. WD. FURRING STRIPS- � <._-=--,. ? // I `" ROOF PLAN,
AT 24" O.C. W/ R -5.0 INSUL.
LMU Engineering, LLC
19460 SW 2nd STREET
PEMBROKE PINES, FL 33029
T.305.804.8819 F.954.447.5162
lulloa @lmuengineedng.com
CA# 27403
01,11ULL9 "l♦
� � • , , J � � • • G � N S E '4 • * i
No 63
� . r
r . ;W�
.,
r . G o W
�I n tol
3l z� �"
LU S M. ULLOA, P.E.
CIV LISTRUCTURAL ENGINEER
STATE OF FLORIDA LICA 63909
CONSULTANTS:
PROJECT
ADDITION AND
DRIVEWAY
6201 SW 80 STREET
MIAMI, FL 33143
CLIENT INFORMATION:
AGUDELO ARCHITECT P.A.
GERMAN AGUDELO
4841 NW 107 COURT
DORAL, FL 33178
Phone: (786) 738 -8236
ISSUE DATE
PERMIT SET 03 -10 -14
1 #5 VERT. IN CONC. FILLED BLOCK
CELL @ 16" O.C. FROM FOOTING TO
TIE BEAM, HOOK INTO FOUNDATION
AND TIE BEAM
STD. #8 LADDER TYPE HORIZ. REINF.
AT 16" O.C. VERTICALLY
' a L 4" CONC. SLAB W /6 "X6 "- 1.4x1.4
SEE FOOTING ° WIRE MESH, OVERLAPPED 30" AT
a PERIMETER OVER 10 MILL
SCHEDULE FOR SIZE ° • ° •e. ° POLYETHYLENE VAPOR BARRIER OVER
AND REINFORCING TERMITE TREATED WELL COMPACTED FILL
TYPICAL FLAT ROOF WALL SECTION
DETAILS,
SECTION, AND
GENERAL NOTES
DRAWN BY:
AD
PROJECT*
01 -JA -14
CHECKED BY:
SCALE:
LU
AS NOTED
DRAWING:
S
-3