HomeMy WebLinkAboutTBD Southwind Trail Ft. Pierce Fl 2007-0255 approvedGENERAL NOTES1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENC
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CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO.2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT-RESISTANT GLA
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THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2.3.DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL
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OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES
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OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDIN
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THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY
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THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.10.WALL AND CEILING FINISHES SHALL HAVE A FRAME SPREAD INDEX OF NOT GREATER THAN 200 PERR302.9.111. WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 PE
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R302.9.2.12.INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYIN
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SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E84 ORUL 723 PER R302.10.1.13.LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM E84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITHCAN/ULC S102.2 PER R302.10.2.EXCEPTION: CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE REQUIRED TO BE TESTEDIN ACCORDANCE WITH CAN/ULC S102., PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS R302.10.1 AND R302.10.3.
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3
CUSTOMER:
P
A
G
E
:
P
R
O
J
E
C
T
:
TBD SOUTHWIND TRAIL,
FT. PIERCE FL 34954
1
0
5
2
5
V
I
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4
DESCRIPTION
9
7
8
6
4
2
1
5
DATE
07/30/20 BUILDING DEPARTMENT COMMENTS
3
A
L
D
E
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M
A
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S
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D
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N
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WD
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F
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S
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6
4
'
-
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"
1
4
'
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"
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1
'
-
6
"
1
6
'
-
8
"
7
'
-
4
"
7
'
-
4
"
54'-0"39'-0"7'-0"8'-0"
8"6'-4"10'-0 1/2"24'-5 1/2"1'-4"
1
8
'
-
8
"
8
"
1
2
'
-
2
"
1
'
-
1
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"
D5
D
4
B
C
E
A
D
1
A
3068 DR.
1/2 LITE DOOR
D
2
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W
A
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D
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6
7
4
0
3
CUSTOMER:
P
A
G
E
:
P
R
O
J
E
C
T
:
TBD SOUTHWIND TRAIL,
FT. PIERCE FL 34954
1
0
5
2
5
V
I
A
M
I
L
A
N
O
C
T
C
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3
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1
1
P
H
:
4
0
7
-
4
6
3
-
0
4
7
4
DESCRIPTION
9
7
8
6
4
2
1
5
DATE
07/30/20 BUILDING DEPARTMENT COMMENTS
3
A
L
D
E
R
M
A
N
R
E
S
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D
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N
C
E
F
L
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P
L
A
N
A
1
.
1
1
2
3
4
1
CEMENTITIOUSFINISH ( TYP.)
A
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P
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A
L
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O
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F
S
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I
N
G
L
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S
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4
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8
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2
0
S
C
A
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E
:
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H
E
E
T
D
A
T
E
:
1
/
4
"
=
1
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0
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P
E
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O
6
7
4
0
3
R
Y
A
N
P
.
H
O
W
A
R
D
,
P
.
E
.
S
T
A
T
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O
F
F
L
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D
A
P
R
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F
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S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
:
S
T
A
T
E
O
F
F
L
O
R
I
D
A
R
Y
A
N
P
.
H
O
W
A
R
D
P
E
N
O
6
7
4
0
3
CUSTOMER:
P
A
G
E
:
P
R
O
J
E
C
T
:
TBD SOUTHWIND TRAIL,
FT. PIERCE FL 34954
1
0
5
2
5
V
I
A
M
I
L
A
N
O
C
T
C
L
E
R
M
O
N
T
,
F
L
3
4
7
1
1
P
H
:
4
0
7
-
4
6
3
-
0
4
7
4
DESCRIPTION
9
7
8
6
4
2
1
5
DATE
07/30/20 BUILDING DEPARTMENT COMMENTS
3
A
L
D
E
R
M
A
N
R
E
S
I
D
E
N
C
E
E
L
E
V
A
T
I
O
N
S
A
2
1
1
1
1
C
E
M
E
N
T
I
T
I
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S
F
I
N
I
S
H
(
T
Y
P
.
)
A
S
P
H
A
L
T
R
O
O
F
S
H
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N
G
L
E
S
L
E
F
T
E
L
E
V
A
T
I
O
N
S
C
A
L
E
:
1
/
4
=
1
'
-
0
"
T
E
X
T
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F
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N
I
S
H
E
L
.
1
0
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-
0
"
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R
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.
H
G
T
.
E
L
.
0
'
-
0
"
F
I
N
.
F
L
O
O
R
9'-0"
2
'
-
0
"
8'-0"
2" RAISED 6"STUCCOBANDING (TYP.)
1
2
5
1
2
5
E
L
.
1
1
'
-
4
"
B
R
G
.
H
G
T
.
@
E
N
T
R
Y
SEE MANUFACTUREDETAILS.CEMENTITIOUSFINISH ( TYP.)
A
S
P
H
A
L
T
R
O
O
F
S
H
I
N
G
L
E
S
R
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V
A
T
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N
S
C
A
L
E
:
1
/
4
=
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0
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T
E
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I
S
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L
.
1
0
'
-
0
"
B
R
G
.
H
G
T
.
E
L
.
0
'
-
0
"
F
I
N
.
F
L
O
O
R
6'-10"
8'-0"
2'-0"
2
"
R
A
I
S
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D
6
"
S
T
U
C
C
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B
A
N
D
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N
G
(
T
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P
.
)
1
2
5
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A
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A
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T
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D
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T
A
I
L
S
.
8
/
3
/
2
0
S
C
A
L
E
:
S
H
E
E
T
D
A
T
E
:
1
/
4
"
=
1
'
-
0
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P
E
N
O
6
7
4
0
3
R
Y
A
N
P
.
H
O
W
A
R
D
,
P
.
E
.
S
T
A
T
E
O
F
F
L
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R
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D
A
P
R
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F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
:
S
T
A
T
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F
F
L
O
R
I
D
A
R
Y
A
N
P
.
H
O
W
A
R
D
P
E
N
O
6
7
4
0
3
CUSTOMER:
P
A
G
E
:
P
R
O
J
E
C
T
:
TBD SOUTHWIND TRAIL,
FT. PIERCE FL 34954
1
0
5
2
5
V
I
A
M
I
L
A
N
O
C
T
C
L
E
R
M
O
N
T
,
F
L
3
4
7
1
1
P
H
:
4
0
7
-
4
6
3
-
0
4
7
4
DESCRIPTION
9
7
8
6
4
2
1
5
DATE
07/30/20 BUILDING DEPARTMENT COMMENTS
3
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6'-0" MAX (W/1X4)OR 10'-0" MAX (W/2X4)1x4 BTM. CHORD BRACING 6'-0" O/CMAX., OR 2x4 BTM. CHORD BRACING10'-0" O/C MAXSECURED W/ (2) 10dCOMMON NAILS AT EACH CHORDINTERSECTION TYP.2'-0"2-TRUSSSPLICETYP.1x4 DIAGONALBTM. CHORDBRACING, SEEPLAN FOR LOCATIONMAY NOT BEREQUIREDBTM. CHORD OFWOOD ROOF TRUSSESEND WALL OR OTHEREND TYPE CONDITION, IFDEPICTED SEE PLANSCALE: 3/4"=1'-0"BTM. CHORD BRACINGENSURE THAT CELLS ARE GROUTEDSOLID, 8" EACH WAY OF BOLTS MASONRY BONDBEAMSEE SCHEDULE ENGINEERED WOOD TRUSSES@ 24" O/C, SUBMIT SHOPDRAWINGS FOR REVIEWAND APPROVAL1x2, 2x WOOD FASCIASEE ARCHITECTURAL2x SECURED W/ (3) 16dGALV. COMMON NAILS.1x2 SECURED W/ 10dGALV. COMMON NAILS12" O/C PLYWOOD SHEATHING, SEE"ROOF/WALL/FLOORSHEATHINGFASTENER SCHEDULE"SCALE: 3/4"=1'-0"TYPICAL ROOFGIRDER CONNECTOR(S)(1) SIMPSON HETA16TRUSS ANCHOR WITH(9) 10d x 1 12" NAILS TOGIRDER. PROVIDE 5"MINIMUM CONCRETEEMBEDMENT. USED INCONJUNCTION WITHHEAVY UPLIFTCONNECTORA ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY)B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWNWITH (4) 38" x 5" TITEN HD TO CMU AND (12) SDS14" x 2 12" TO GIRDERB-(1) SIMPSON FGTR GIRDER TIEDOWN WITH(2) 12" x 5" TITEN HD TO CMU AND (18) SDS 14" x3" TO GIRDERC-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH(2) 12" x 5"TITEN HD TO CMU AND (18) SDS 14" x 3"SCREWS TO GIRDER (EACH TIEDOWN)NOTE: A PT SYP #2 2" x 4",6", 8" x 4'-0" MAY BE ADDEDW/ 10d NAILS, 2 ROWS, 3"O/C TO FACILITATE ONEADDITIONAL PLY MAX. TOACCOMMODATE GIRDERTIEDOWN REQUIREMENTS.
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PRE-ENG ROOF TRUSSDOUBLE TOP PLATE2x STUDS SEE PLANS1/2" GYP. WL. BD.SECURE TRUSS TO TOP PLATE w/ (2)16d TOENAILS2x MIDWALL BLK'GSCALE: 3/4"=1'-0"TRUSS CONNECTION @ L.B.W.PER ELEVATION5/8" GYPSUM BOARD OR 1/2" HIGHSTRENGTH CLG. BOARD STRAP TRUSS TO PL.SEE SCHED. BELOWTRUSS TO TOP PLATEA - SIMPSON MTS-12 U < 990LBS W/ (14) 10d1-1/2 GALV.COMMON NAILS.B - SIMPSON HTS-16 U < 1310LBS W/ (16) 10d1-1/2 GALV.COMMON NAILS.C - (2)SIMPSON MTS-12 U < 1980LBS W/ (14) 10d1-1/2 GALV.COMMON NAILS EA..D - (2)SIMPSON HTS-16 U < 2620LBS W/ (16) 10dx1-1/2 GALV.COMMON NAILS EA.SP4, SP6OR SP8 @EVERYSTUDTOP&BTM.EQ.EQ.6"7"6"7"
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A - SIMPSON HUS28 G < 1200 LB
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MIN. EMBED (36) 16d GALV. CO
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MIN. EMBED (36) 16d GALV. CO
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MIN. EMBED (36) 16d GALV. CO
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3
CUSTOMER:
P
A
G
E
:
P
R
O
J
E
C
T
:
TBD SOUTHWIND TRAIL,
FT. PIERCE FL 34954
1
0
5
2
5
V
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3
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1
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:
4
0
7
-
4
6
3
-
0
4
7
4
DESCRIPTION
9
7
8
6
4
2
1
5
DATE
07/30/20 BUILDING DEPARTMENT COMMENTS
3
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