05-548-003DOOR SCHEDULE
NO
TYPE
WIDTH
HT.
THK.
MAT.
REMARKS
SPECIALTIES
1
O.H.
9' -0'
7' -0"
-
METAL
GARAGE DOOR
-
2
SWING
(2) 3' -0"
64"
1 3/4"
METAL
RAISED PANEL
-
3
SWING
(2) 3' -0'
64'
1 3/4"
METAL
FRENCH DOORS
-
4
SWING
(2) 3'-0"
64'
1 3/4"
METAL
FRENCH DOORS
-
5
SWING
2' -6"
6' -8"
1 3/4"
METAL
RAISED PANEL
-
6
SWING
2' -6-
64'
1 3/8-
H.C. WOOD
RAISED PALL
-
7
SWING
(2) 2' -6-
64"
-
ALUM.
SCREENED DOOR
-
8
AT
O.C.
(SEE TRUSS BRACING NOTES)
I
9
T
EDGES
DOOR NOTES
1. ALL DOORS SHALL BE FLASHED AND CAULKED AS PER MANUFACTURER'S RECOMMENDATIONS AND SHALL BE FULLY WEATHERPROOF.
2. ALL GLAZING IN DOORS AND SIDELIGHTS SHALL BE TEMPERED AS PER FLORIDA BUILDING CODE.
3. ALL DOORS SHALL MEET REQUIREMENTS OF LOCAL BUILDING AUTHORITIES.
4. FRENCH DOORS SHALL HAVE ASTRAGAL AS REQUIRE): SEE PLAN FOR ACTIVE AND INACTIVE LEAVES.
5. ALL DOORS SHALL ME=T WIND AND WATER PENETRATION AND SHALL HAVE IMPACT PROTECTION AS NOTED IN SCHEDULE AS
PER FLORIDA BUILDING CODE.
6. ALL DIMENSIONS IN SCHEDULE ARE APPROXIMATE: VEIFIY ACTUAL OPENING DIMENSIONS WITH SELECTED MANUFACTURER.
7. ALL EXTERIOR DOORS SHALL HAVE MIAMI -DADE NOA COMPLIANCE.
GENERAL STRUCTURAL NOTES=
TRUSS BRACING NOTES=
1. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 15 FOOT CENTERS
REPEATED AT EACH END OF BUILDING AND AT 20 FOOT INTERVALS,
ALIGNED WITH LATERAL BRACINGS IN ACCORDANCE W/ T.P.I.
RECOMMENDATIONS.
2. BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE THAN
10 FOOT CENTERS. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE
TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE
SPACING PERMITS.
3. CONTINUITY- BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS
FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP
AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MINIMUM 2 X 4
GRADE MARKED LUMBER, NAILED WITH A MINIMUM TWO 16D NAILS, IN
ACCORDANCE WITH NDS CRITERIA, AT EACH CONNECTION INCLUDING
INTERMEDIATE TRUSSES.
REINFORCEMENT:
1. CONTINUITY AT TIE BEAMS - PROVIDE 2#5 X 5' -0- CORNER BARS BENT 30"
EACH WAY. FOR STRAIGHT RUNS, THE CONTINUITY OF REINFORCEMENT SHALL
BE PROVIDED BY LAPPING SPLICES NOT LESS THAN 30 ".
2. CONTINUITY AT COLUMNS SHALL BE PROVIDED BY BENDING THE HORIZONTAL
REINFORCING IN THE COLUMNS A DISTANCE OF 18" OR BY CONTINUING
HORIZONTAL REINFORCEMENT THROUGH COLUMNS.
3. CONCRETE COLUMN AND REINFORCED CELL REBAR SPLICING SHALL BE A
MINIMUM OF 48 BAR DIAMETERS. (SEE DETAIL 3,4/A -5.0)
I
I
I I
I I
I I
I I
I
5/8" OR 19/32" EXTERIOR GRADE
PLYWOOD SHEATHING NAILED PER
FLORIDA BUILDING CODE.
45 DEGREE MIN.
2 X 4 CROSS BRACING LOCATED AT
NO MORE THAN 15 FOOT CENTERS
REPEATED AT EACH END OF BUILDING
AND AT 20 FOOT INTERVALS
WOOD TRUSSES @ 24" O.C.
2 X 4 CONTINUOUS LATERAL BRACING
I — 20' -0" INTERVALS MAX. TO NEXT
I CROSS BRACING
FIELD TRUSSES
END VIEW
WOOD TRUSS PERMANENT BRACING DETAILS
0
M
co'
a
WOOD TRUSS PERMANENT BRACING DETAIL
0
TYP. WOOD TRUSS @ 24" O.C.
2 X 4 DIAGONAL BRACING LOCATED AT NO
MORE THAN 15 FOOT CENTERS, REPEATED
AT EACH END AND AT 20 FOOT INTERVALS
(TYPICAL)
2 X 4 CONTINUOUS LATERAL BARCING
SCALE: V2" - 1' -0" 1
z
CV N
+717# (G)
=459# (U)
CV
N
+200# (G)
-128# (U)
6' -4"
+200# (G) -
-192# (U)
+200# (G)
-192# (U)
DOUBLE 2X12
WOOD BEAM
+458# (G)
-440# (U)
+1,433# (G)
- 1,376# (U)
+3,583# (G)
- 3,440# (U)
+1,433# (G)
- 917# (U)
DOUBLE 2X12 WOOD
BEAM
26' -0"
+633# (G)
-608# (U)
2,480# (G
I WI
2411
GIRDER
TRUSS
x
1
+200# (G)
-192# (U)
# (G) 9+2,005# (G) +200# (G)
— I I -192# (U)
DOUBLE 2X12 WOOD
B I BEAM
3ES
+458# (G) 'o
1 I -440# (U) r-
C 1 I +1,433# (G)
- 1,376# (U)
OR � � ..�
Ell —
J
TRUSSES
O
2 x 4 LATERAL BRACING
ROOF
MASONRY) IN/ 1/2- DIA. ANCHOR -80LT
_
I
AT 10' -0" 0
C. MAX. FASTENED
20
CAPACITY 3,490-LBS- NOTE: TOP =
OVED
OF -WLYJD BEAM TO ALIGN WITH =
TO BOTTOM
I CHORD W/3
COt-MT`.' P.IODJC f CONTROL - N.O.A.)
T -4"
USP RT30T RAFTER STRAP AT EACH
TO
JOIST W/ 18 -16d NAILS. UPLIFT
10d NAILS EACH TRUSS PER
CAPACITY 1,020 LBS. (REFER TO DADE
INS
COUNTY PRODUCT CONTROL - N.O.A.)
CC
USE (2) USP RT30T RAFTER STRAPS
TPI HIB -91 (EE
TRUSS BRACING
TYP.
EACH STRAP. TOTAL UPLIFT CAPACITY
D
OF 2,040 LBS. (REFER TO DADE
UPLIFT -
"X"
D
USP TA20R TRUSS ANCHOR WITH
TRELLIS:
10 -10d X 1 1/2" NAILS. UPLIFT
= 10 PSF
CAPACITY OF 1,040 LBS. (REFER TO
2 x 4 BRACING FROM TOP
DADE COUNTY PRODUCT CONTROL - N.O.A.)
EE
USP BUTTERFLY HANGER CLPBF -3
UPLIFT
W/ 12 -8d NAILS TO EXISTING LEDGER
TO BOTTOM CHORD AT 15' -0"
AND 6 -8d NAILS TO JOIST.
NITH
_
v
(REFER TO DADE COUNTY PRODUCT
- AIC�
FO
USP RAFTER TIES RT -3 W/ 4 -8d NAILS
o
EACH TRUSS
PER TPI HIB -91
(REFER TO DADE COUNTY PRODUCT
. CONTROL - N.O.A.)
AT
O.C.
(SEE TRUSS BRACING NOTES)
I
F -1
T
EDGES
AND
AT
+1,433# (G)
- 9n# (U)
0
T
I I I I I
I I I I I II i i
I I I I I I I I Imo`
I I I I I PIGGY BICK TRU SES
1' -4' V I � /
GIRDER
\T/
MAN
+383# (G)
-245# (U)
11' -8"
TRUSSES
O
CONNECTORS: - - --
USP NR135 Y ii9 (NAPROW, FLANGE
ROOF
MASONRY) IN/ 1/2- DIA. ANCHOR -80LT
EXI
TO ;JOIST. NORMAL DESIGN LOAD
ROOF
CAPACITY 5,955 LBS. AND UPUET-
20
CAPACITY 3,490-LBS- NOTE: TOP =
OVED
OF -WLYJD BEAM TO ALIGN WITH =
TCw- OF_ TIE REAM., SEFFR_ TO rutiGE
UPLIFT -
COt-MT`.' P.IODJC f CONTROL - N.O.A.)
BO
USP RT30T RAFTER STRAP AT EACH
TO
JOIST W/ 18 -16d NAILS. UPLIFT
TRUSSES
PSF
CAPACITY 1,020 LBS. (REFER TO DADE
INS
COUNTY PRODUCT CONTROL - N.O.A.)
CC
USE (2) USP RT30T RAFTER STRAPS
HEATHING
AT EACH JOIST W/ 18 -16d NAILS AT
ROOF
EACH STRAP. TOTAL UPLIFT CAPACITY
EXPOSURE
OF 2,040 LBS. (REFER TO DADE
UPLIFT -
COUNTY PRODUCT CONTROL - N.O.A.)
DO
USP TA20R TRUSS ANCHOR WITH
TRELLIS:
10 -10d X 1 1/2" NAILS. UPLIFT
= 10 PSF
CAPACITY OF 1,040 LBS. (REFER TO
LL &
DADE COUNTY PRODUCT CONTROL - N.O.A.)
EE
USP BUTTERFLY HANGER CLPBF -3
UPLIFT
W/ 12 -8d NAILS TO EXISTING LEDGER
(G) =
AND 6 -8d NAILS TO JOIST.
NITH
DOWNWARD DESIGN LOAD OF 815 LBS.
N) =
(REFER TO DADE COUNTY PRODUCT
CONTROL - N.O.A.)
FO
USP RAFTER TIES RT -3 W/ 4 -8d NAILS
TO JOIST AND 4-8d NAILS TO WOOD
BEAM. UPLIFT CAPACITY OF 365 LBS.
(REFER TO DADE COUNTY PRODUCT
. CONTROL - N.O.A.)
I I I I I
I I I I I II i i
I I I I I I I I Imo`
I I I I I PIGGY BICK TRU SES
1' -4' V I � /
GIRDER
\T/
MAN
+383# (G)
-245# (U)
11' -8"
(STING WOOD GER
T IT — TI —IT — T
II II r II I II II II II
klI I I I I I I +80# I(G) I I I I I
E II II � II II II i II II II
II II -� II II 11 II II II
I I I A5 -0 I 7
7 I II II II I II II II
A5-0 i I I — H) I I I I I I �- I A5-
_
—IT -TI Q � I I I I I I I I I I
JE
II II II — 1� II II II I
L u `� t i +560# 13 u i u u
F +120# (G)
4 "X6" P.T. WOOD 1
+717# (G) BEAM 12 N
-459# (U) 3'X6' WOOD JOIST A5-0
@ 24" O.C. TYP.
2 x 4 LATERAL BRACING
AT 10' -0" O.C. MAX. FASTENED 27' -8"
TO BOTTOM CHORD W/3 EXISTING
10d NAILS EACH TRUSS PER
TPI HIB -91 (SEE TRUSS BRACING
NOTES)
2 x 4 "X" BRACING FROM TOP
TO BOTTOM CHORD AT 154"
CENTERS MAX. W/ 3 -16d NAILS
+200# (G)
-128# (U)
EACH TRUSS PER TPI HIB -91
(SEE TRUSS BRACING NOTES)
'R-'00C`F
V47=1-0" AN
bL•)t1111=4
ENTIRE HOUSE TO RECEIVE NEW FIBERGLASS SHINGLES OVER 30# FELT OVER 5/8" CDX PLYWOOD
SHEATHING ON PRE - ENGINEERED WOOD ROOF TRUSSES SPACED @ 24.O.C. MAX. (G.C. TO PROVIDE
MIAMI -DADE COUNTY PRODUCT APPROVAL FOR ROOF SYSTEM PRIOR TO CONSTRUCTION FOR OWNER'S
REVIEW & APPROVAL) REFER TO SHEET A5 -0 FOR NAILING PATTERNS ON NEW ROOF ASSEMBLY.
FOR CONNECTORS REFER TO SECTIONS &DETAILS IN SHEET A5 -0.
UNLESS OTHERWISE NOTED IN THIS SHEET.
ROOF
TRUSSES
AT SCREENED PORCH.
ROOF
LL -
EXI
PSF
ROOF
DL -
20
PSF
OVED
AND
UPLIFT -
TING
OOF
OVERIPIG
TO
BE R
TRUSSES
PSF
ROOF
INS
ALL
EW 5 8" CDX PLY 1
OOD
HEATHING
PSF
ROOF
NET
EXPOSURE
UPLIFT -
32
SAT
ROOF
TRELLIS:
= 10 PSF
ROOF
LL &
DL
ROOF
NET
UPLIFT
- 0 PSF
(G) =
I
NITH
N) =
UPLIFT
AT
O.C.
PANEL
EDGES
AND
AT
AT
SUP
RTS,
7SrlNG R I i
�
� � � AND AT 4" O.C.1 AT tlABLE
ENDS WITH 12d
T
SES
__
j
COJMON
NAILS.
(STING WOOD GER
T IT — TI —IT — T
II II r II I II II II II
klI I I I I I I +80# I(G) I I I I I
E II II � II II II i II II II
II II -� II II 11 II II II
I I I A5 -0 I 7
7 I II II II I II II II
A5-0 i I I — H) I I I I I I �- I A5-
_
—IT -TI Q � I I I I I I I I I I
JE
II II II — 1� II II II I
L u `� t i +560# 13 u i u u
F +120# (G)
4 "X6" P.T. WOOD 1
+717# (G) BEAM 12 N
-459# (U) 3'X6' WOOD JOIST A5-0
@ 24" O.C. TYP.
2 x 4 LATERAL BRACING
AT 10' -0" O.C. MAX. FASTENED 27' -8"
TO BOTTOM CHORD W/3 EXISTING
10d NAILS EACH TRUSS PER
TPI HIB -91 (SEE TRUSS BRACING
NOTES)
2 x 4 "X" BRACING FROM TOP
TO BOTTOM CHORD AT 154"
CENTERS MAX. W/ 3 -16d NAILS
+200# (G)
-128# (U)
EACH TRUSS PER TPI HIB -91
(SEE TRUSS BRACING NOTES)
'R-'00C`F
V47=1-0" AN
bL•)t1111=4
ENTIRE HOUSE TO RECEIVE NEW FIBERGLASS SHINGLES OVER 30# FELT OVER 5/8" CDX PLYWOOD
SHEATHING ON PRE - ENGINEERED WOOD ROOF TRUSSES SPACED @ 24.O.C. MAX. (G.C. TO PROVIDE
MIAMI -DADE COUNTY PRODUCT APPROVAL FOR ROOF SYSTEM PRIOR TO CONSTRUCTION FOR OWNER'S
REVIEW & APPROVAL) REFER TO SHEET A5 -0 FOR NAILING PATTERNS ON NEW ROOF ASSEMBLY.
FOR CONNECTORS REFER TO SECTIONS &DETAILS IN SHEET A5 -0.
UNLESS OTHERWISE NOTED IN THIS SHEET.
ROOF
TRUSSES
AT SCREENED PORCH.
ROOF
LL -
30
PSF
ROOF
DL -
20
PSF
ROOF
NET
UPLIFT -
48
PSF
TYPICAL
ROOF
TRUSSES
PSF
ROOF
LL -
30
ROOF
DL -
20
PSF
ROOF
NET
UPLIFT -
32
PSF
ROOF
TRELLIS:
= 10 PSF
ROOF
LL &
DL
ROOF
NET
UPLIFT
- 0 PSF
(G) =
GRAVITY
N) =
UPLIFT
05 -008
DATE:
CADD
R�VISIONS:
1 MAY 5, 2005
BLDG. DEPT, REVISIONS)
co 93
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10-11
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