ELEV E...1634 S.E. 47th ST SUITE #3 CA# 8829 WHERE THE ROOF FRAMING CONFLICTS WITH THE ROOF VENTS, INSTALLATION OF THE VENT MORE THAN 3'-0" BELOW THE RIDGE IS ALLOWED PER R806.2.2
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
35 SH.
AutoCAD SHX Text
35 SH.
AutoCAD SHX Text
25 S.H.
AutoCAD SHX Text
25 S.H.
AutoCAD SHX Text
16'-0" X 7'-0" O.H. GARAGE DR.
AutoCAD SHX Text
16'-0" X 7'-0" O.H. GARAGE DR.
AutoCAD SHX Text
2 - 4068 SLD. GLS. DRS.
AutoCAD SHX Text
2 - 4068 SLD. GLS. DRS.
AutoCAD SHX Text
3068 DR.
AutoCAD SHX Text
3068 DR.
AutoCAD SHX Text
CAPE CORAL, FL 33904
AutoCAD SHX Text
(239) 549-4554
AutoCAD SHX Text
OF NORTH FLORIDA
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
SYSTEMS
AutoCAD SHX Text
1634 S.E. 47th ST SUITE #3
AutoCAD SHX Text
CA# 8829
AutoCAD SHX Text
WHERE THE ROOF FRAMING CONFLICTS WITH THE ROOF VENTS, INSTALLATION OF THE VENT MORE THAN 3'-0" BELOW THE RIDGE IS ALLOWED PER R806.2.2
AutoCAD SHX Text
2 HR FIRE WALL
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
BOTTOM OF VENT SHALL BE LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE PER R806.2.2
AutoCAD SHX Text
BOTTOM OF VENT SHALL BE LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE PER R806.2.2
DATE:
07-22-19
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
J.S.L.
A2
1/4" = 1'-0"
FOUNDATION
ELEV E
J.W.C.
RESI
DENC
E FO
R:
1342
E
MOD
EL: SP
EC
SUBD
IV: M
ARBL
EBRO
OK T
Vs
G.C.
D. #
1105
4
LOT:
290-
291
BLOC
K :
ADRS
: 107
40-1
0736
CRO
SSBA
CK L
ANE
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
D.R.
H. 57
9380
121-
122
AutoCAD SHX Text
H.B.
AutoCAD SHX Text
16'-0" X 7'-0" O.H. GARAGE DR.
AutoCAD SHX Text
16'-0" X 7'-0" O.H. GARAGE DR.
AutoCAD SHX Text
5' TUB/
AutoCAD SHX Text
3'-0" X 3'-0"
AutoCAD SHX Text
A/C PAD
AutoCAD SHX Text
REF. SPACE
AutoCAD SHX Text
RANGE
AutoCAD SHX Text
D.W.
AutoCAD SHX Text
SINK W/ DISP.
AutoCAD SHX Text
SHWR.
AutoCAD SHX Text
ELEVATION @ 0'-0"
AutoCAD SHX Text
ELEV. @ (-) 4"
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
ELECTRICAL METER
AutoCAD SHX Text
6" X12"RECESS
AutoCAD SHX Text
6" X12"RECESS
AutoCAD SHX Text
PLAN NOTES: 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". 2) FOOTING MAY BE STEPPED DOWN TO ACCOMODATE SLOPE IN FINISHED GRADE. 3) 'F#' DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET. 4) # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET. 5) PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING TO BOND BEAM. 6) ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL. 7) FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/DOOR SUPPLIER. 8) PROVIDE PRESSURE TREATED BUCKS AT WINDOWS / DOORS PER DETAIL 7/S-1.
AutoCAD SHX Text
1-#5
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
0'-8"
AutoCAD SHX Text
TE
AutoCAD SHX Text
0'-8"
AutoCAD SHX Text
PAD FOOTING SCHEDULE
AutoCAD SHX Text
1'-2"
AutoCAD SHX Text
1'-2"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. ADD CORNER BAR 25"x25" AT EACH LONGITUDINAL BAR.
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
5'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
5'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
USED
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
3'-6"
AutoCAD SHX Text
2'-6"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
3'-6"
AutoCAD SHX Text
2'-6"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
SHORT WAY
AutoCAD SHX Text
4-#5
AutoCAD SHX Text
3-#5
AutoCAD SHX Text
4-#5
AutoCAD SHX Text
BOTTOM REINF.
AutoCAD SHX Text
4-#5
AutoCAD SHX Text
3-#5
AutoCAD SHX Text
4-#5
AutoCAD SHX Text
LONG WAY
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
1'-8"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
WALL FOOTING SCHEDULE
AutoCAD SHX Text
0'-10"
AutoCAD SHX Text
0'-8"
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
1'-8"
AutoCAD SHX Text
F6
AutoCAD SHX Text
F5
AutoCAD SHX Text
F4
AutoCAD SHX Text
F3
AutoCAD SHX Text
F2
AutoCAD SHX Text
F1
AutoCAD SHX Text
USED
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
1'-4"
AutoCAD SHX Text
1'-4"
AutoCAD SHX Text
1'-4"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
1'-8"
AutoCAD SHX Text
1'-4"
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
SHAPE
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
BOTTOM
AutoCAD SHX Text
REINFORCING
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
%%UFOUNDATION PLAN "E"
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
F3
AutoCAD SHX Text
F3
AutoCAD SHX Text
F3
AutoCAD SHX Text
F3
AutoCAD SHX Text
F5
AutoCAD SHX Text
F3
AutoCAD SHX Text
F6
AutoCAD SHX Text
F1
AutoCAD SHX Text
TOP OF FOOTING -1'-4"
AutoCAD SHX Text
'F6A' STEP DOWN
AutoCAD SHX Text
1 #5
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
2 #5 BARS
AutoCAD SHX Text
4" CONC. SLAB
AutoCAD SHX Text
GARAGE DOOR RECESS
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
RECESS
AutoCAD SHX Text
3" CLEAR COVER
AutoCAD SHX Text
3" CLEAR COVER.
AutoCAD SHX Text
2 #5 CONT. W/
AutoCAD SHX Text
FIN. GRADE
AutoCAD SHX Text
'F3' FOOTING
AutoCAD SHX Text
5" MIN.
AutoCAD SHX Text
7" HOOK, EMBED
AutoCAD SHX Text
#5 DOWEL WITH
AutoCAD SHX Text
'F3' WITH CURB AT GARAGE
AutoCAD SHX Text
5" MIN. BELOW
AutoCAD SHX Text
7" HOOK, EMBED
AutoCAD SHX Text
#5 DOWEL WITH
AutoCAD SHX Text
GARAGE FLOOR
AutoCAD SHX Text
OF FLOOR
AutoCAD SHX Text
VARIES WITH SLOPE
AutoCAD SHX Text
3" CLEAR COVER.
AutoCAD SHX Text
2 #5 CONT. W/
AutoCAD SHX Text
FIN. GRADE
AutoCAD SHX Text
F3 W/ CURB
AutoCAD SHX Text
PAVERS BY OTHERS
AutoCAD SHX Text
'P' PAVERS DETAIL ENTRY/LANAI
AutoCAD SHX Text
PAVERS
AutoCAD SHX Text
8"x8" CONC. RIBBON
AutoCAD SHX Text
W/ 1 #5 ROD CONT.
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
MORTAR
AutoCAD SHX Text
P
AutoCAD SHX Text
SAWCUT SLAB
AutoCAD SHX Text
PER DETAIL 5/S-1
AutoCAD SHX Text
'F5' WITH CURB AT GARAGE
AutoCAD SHX Text
5" MIN. BELOW
AutoCAD SHX Text
7" HOOK, EMBED
AutoCAD SHX Text
#5 DOWEL WITH
AutoCAD SHX Text
GARAGE FLOOR
AutoCAD SHX Text
OF FLOOR
AutoCAD SHX Text
VARIES WITH SLOPE
AutoCAD SHX Text
3" CLEAR COVER.
AutoCAD SHX Text
2 #5 CONT. W/
AutoCAD SHX Text
F3
AutoCAD SHX Text
P
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
H.B.
AutoCAD SHX Text
5' TUB/
AutoCAD SHX Text
3'-0" X 3'-0"
AutoCAD SHX Text
A/C PAD
AutoCAD SHX Text
REF. SPACE
AutoCAD SHX Text
RANGE
AutoCAD SHX Text
D.W.
AutoCAD SHX Text
SINK W/ DISP.
AutoCAD SHX Text
SHWR.
AutoCAD SHX Text
ELEVATION @ 0'-0"
AutoCAD SHX Text
ELEV. @ (-) 4"
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
ELECTRICAL METER
AutoCAD SHX Text
F3
AutoCAD SHX Text
F3
AutoCAD SHX Text
F3
AutoCAD SHX Text
F3
AutoCAD SHX Text
F5
AutoCAD SHX Text
F3
AutoCAD SHX Text
F6
AutoCAD SHX Text
F3 W/ CURB
AutoCAD SHX Text
PAVERS BY OTHERS
AutoCAD SHX Text
P
AutoCAD SHX Text
F5 W/ CURB
AutoCAD SHX Text
SAWCUT SLAB
AutoCAD SHX Text
PER DETAIL 5/S-1
AutoCAD SHX Text
F3
AutoCAD SHX Text
P
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
F3
AutoCAD SHX Text
F3
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
D.
AutoCAD SHX Text
W.
AutoCAD SHX Text
D.
AutoCAD SHX Text
W.
AutoCAD SHX Text
4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
AutoCAD SHX Text
4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
AutoCAD SHX Text
LINE @ REF. SPACE
AutoCAD SHX Text
FOR ICE MAKER
AutoCAD SHX Text
PROVIDE 1/4" WATER
AutoCAD SHX Text
LINE @ REF. SPACE
AutoCAD SHX Text
FOR ICE MAKER
AutoCAD SHX Text
PROVIDE 1/4" WATER
AutoCAD SHX Text
F3
AutoCAD SHX Text
F3
AutoCAD SHX Text
CAPE CORAL, FL 33904
AutoCAD SHX Text
(239) 549-4554
AutoCAD SHX Text
OF NORTH FLORIDA
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
SYSTEMS
AutoCAD SHX Text
1634 S.E. 47th ST SUITE #3
AutoCAD SHX Text
CA# 8829
AutoCAD SHX Text
CURB IS OPTIONAL & NOT INCLUDED IN FOOTING DIMENSIONS
AutoCAD SHX Text
CURB IS OPTIONAL & NOT INCLUDED IN FOOTING DIMENSIONS
AutoCAD SHX Text
SET 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING TO 8'-8" WITH 8X8 BOND BEAM W/ 1 #5, ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
AutoCAD SHX Text
SET 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING TO 8'-8" WITH 8X8 BOND BEAM W/ 1 #5, ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
AutoCAD SHX Text
FIBERGLASS SHOWER PAN
AutoCAD SHX Text
FIBERGLASS SHOWER PAN
AutoCAD SHX Text
LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
AutoCAD SHX Text
THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1 SEE SITE PLAN BY OTHERS
AutoCAD SHX Text
LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
AutoCAD SHX Text
THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1 SEE SITE PLAN BY OTHERS
AutoCAD SHX Text
2 HOUR FIREWALL USING 8" MASONRY PER FBC 721 " PRESCRIPTIVE FIRE RESISTANCE" SEE TABLE ON SHEET A4
AutoCAD SHX Text
SET A/C PAD ABOVE FLOOD ELEV W/ 1'-0" FREEBOARD PER FBCR R322.2.1
AutoCAD SHX Text
SET A/C PAD ABOVE FLOOD ELEV W/ 1'-0" FREEBOARD PER FBCR R322.2.1
AutoCAD SHX Text
'F6' STEP DOWN
AutoCAD SHX Text
2 #5
AutoCAD SHX Text
3" CLEAR COVER
AutoCAD SHX Text
PROVIDE TERMITE TREATMENT WITH "BORA CARE"
AutoCAD SHX Text
PROVIDE TERMITE TREATMENT WITH "BORA CARE"
AutoCAD SHX Text
STANDARD SGD RECESS 1-1/2". IMPACT GLASS SGD RECESS 2-1/2".
AutoCAD SHX Text
STANDARD SGD RECESS 1-1/2". IMPACT GLASS SGD RECESS 2-1/2".
D R HORTON
DATE:
07-22-19
A3
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
J.S.L.
1/4" = 1'-0"
FLOOR
ELEV E
J.W.C.
D R HORTON
RESI
DENC
E FO
R:
1342
E
MOD
EL: SP
EC
SUBD
IV: M
ARBL
EBRO
OK T
Vs
G.C.
D. #
1105
4
LOT:
290-
291
BLOC
K :
ADRS
: 107
40-1
0736
CRO
SSBA
CK L
ANE
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
D.R.
H. 57
9380
121-
122
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
HEIGHT
AutoCAD SHX Text
MARK
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
ZONE
AutoCAD SHX Text
CODE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PRODUCT
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
OVERHEAD
AutoCAD SHX Text
GARAGE DOOR
AutoCAD SHX Text
192
AutoCAD SHX Text
84
AutoCAD SHX Text
2
AutoCAD SHX Text
QTY
AutoCAD SHX Text
1
AutoCAD SHX Text
SWING
AutoCAD SHX Text
DISTINCTION
AutoCAD SHX Text
36
AutoCAD SHX Text
80
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
TOTAL AREA ------------------- 1,885' PER SIDE
AutoCAD SHX Text
SQUARE FOOTAGE PER SIDE
AutoCAD SHX Text
FLOOR LIVING AREA -------- 1,342' PER SIDE
AutoCAD SHX Text
GARAGE AREA ------------------ 434' PER SIDE
AutoCAD SHX Text
COVERED ENTRY AREA --------- 17' PER SIDE
AutoCAD SHX Text
COVERED LANAI AREA --------- 92' PER SIDE
AutoCAD SHX Text
%%O%%UMASTER SUITE
AutoCAD SHX Text
%%O%%ULANAI
AutoCAD SHX Text
%%O%%UBEDROOM #2
AutoCAD SHX Text
%%O%%UFOYER
AutoCAD SHX Text
%%O%%ULIVING ROOM
AutoCAD SHX Text
%%O%%UDINING ROOM
AutoCAD SHX Text
%%O%%UGARAGE
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
H.B.
AutoCAD SHX Text
EGRESS
AutoCAD SHX Text
16'-0" X 7'-0" O.H. GARAGE DR.
AutoCAD SHX Text
25 S.H.
AutoCAD SHX Text
16'-0" X 7'-0" O.H. GARAGE DR.
AutoCAD SHX Text
EGRESS
AutoCAD SHX Text
25 S.H.
AutoCAD SHX Text
2 - 4068 SLD. GLS. DRS.
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
B
AutoCAD SHX Text
ESCAPE
AutoCAD SHX Text
12" VIN. SH.
AutoCAD SHX Text
2 - 2068 B.F.
AutoCAD SHX Text
2868
AutoCAD SHX Text
%%O%%UENTRY
AutoCAD SHX Text
3'-0" X 3'-0"
AutoCAD SHX Text
A/C PAD
AutoCAD SHX Text
2668
AutoCAD SHX Text
ATTIC ACCESS
AutoCAD SHX Text
3068 EXT. DR.
AutoCAD SHX Text
H.B.
AutoCAD SHX Text
%%u%%oFLOOR PLAN:%%O
AutoCAD SHX Text
SCALE: 1/4"=1'-0"
AutoCAD SHX Text
2
AutoCAD SHX Text
DOOR HEADERS
AutoCAD SHX Text
8'-0" SWING
AutoCAD SHX Text
6'-8" SWING
AutoCAD SHX Text
6'-8" BIFOLD
AutoCAD SHX Text
HEADER HEIGHT
AutoCAD SHX Text
HEADER HEIGHT
AutoCAD SHX Text
HEADER HEIGHT
AutoCAD SHX Text
98 1/2" A.F.F.
AutoCAD SHX Text
82 1/2" A.F.F.
AutoCAD SHX Text
82" A.F.F.
AutoCAD SHX Text
GUEST BATH UPPER BASE- TOP @31"
AutoCAD SHX Text
MASTER BATH UPPER BASE- TOP @35"
AutoCAD SHX Text
KITCHEN UPPER TOP @ 96" BASE TOP @35"
AutoCAD SHX Text
CABINET BACKING
AutoCAD SHX Text
LAUNDRY RM. UPPER TOP @84" BASE
AutoCAD SHX Text
PLAN NOTES: 1.) SEE EXTERIOR ELEVATION SHEET FOR DETAILS OF SEE EXTERIOR ELEVATION SHEET FOR DETAILS OF ALTERNATE WINDOW ARRANGEMENTS, ENTRY WALKS AND ADDITIONAL WALKS. 2.) N/A N/A 3.) KITCHEN KNEE WALL 35 1/2" TO TOP USING 2x4 KITCHEN KNEE WALL 35 1/2" TO TOP USING 2x4 TOP PLATE. 4.) JOB MUST BE BROOM SWEPT EVERYDAY. JOB MUST BE BROOM SWEPT EVERYDAY. 5.) VERIFY ROUGH OPENING DIMENSIONS FOR ALL VERIFY ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS. 6.) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARS. 7.) INSTALL SMOOTH WALLS IN KITCHEN AND ALL INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS. 8.) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5.
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
WINDOW HEADER @8'-0" A.F.F.
AutoCAD SHX Text
STUCCO CEILING ON LANAI AND ENTRY
AutoCAD SHX Text
TB
AutoCAD SHX Text
TOWEL BAR
AutoCAD SHX Text
TP
AutoCAD SHX Text
TOILET PAPER
AutoCAD SHX Text
TB
AutoCAD SHX Text
TP
AutoCAD SHX Text
TOWEL BAR
AutoCAD SHX Text
TOILET PAPER ROLL
AutoCAD SHX Text
PAVERS BY OTHERS
AutoCAD SHX Text
WIND
AutoCAD SHX Text
PRESSURE
AutoCAD SHX Text
C
AutoCAD SHX Text
35 S.H.
AutoCAD SHX Text
SCREEN
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
NOTE: THE GARAGE SHALL BE SEPARATED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
AutoCAD SHX Text
FRAMERS NOTES: NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING ON STUDS SHALL NOT EXCEED 24" O.C. NON BEARING WALLS ONLY.
AutoCAD SHX Text
%%O%%UDEN
AutoCAD SHX Text
VINYL SHELF NOTES:
AutoCAD SHX Text
1) ALL CLOSET SHELVES TO BE 12"
AutoCAD SHX Text
2) ALL PANTRY & LINEN TO BE (4) 16"
AutoCAD SHX Text
SHELVES 18" O.F.F. WITH 15" INCREMENT.
AutoCAD SHX Text
2017 ACCESSIBLE
AutoCAD SHX Text
PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT DOOR. (PER FLORIDA BUILDING CODE-R308.4.2)
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
PROVIDE SAFETY GLAZING AT BATH/SHRW.
AutoCAD SHX Text
SHALL COMPLY WITH R 308.4.5
AutoCAD SHX Text
GARAGE DOOR ASSUMES 2' IN ZONE 5.
AutoCAD SHX Text
4&5
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED
AutoCAD SHX Text
TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
AutoCAD SHX Text
Vasd=124 MPH
AutoCAD SHX Text
EGRESS
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
A/H
AutoCAD SHX Text
%%O%%UMASTER SUITE
AutoCAD SHX Text
%%O%%ULANAI
AutoCAD SHX Text
%%O%%UBEDROOM #2
AutoCAD SHX Text
%%O%%UFOYER
AutoCAD SHX Text
%%O%%ULIVING ROOM
AutoCAD SHX Text
%%O%%UDINING ROOM
AutoCAD SHX Text
%%O%%UGARAGE
AutoCAD SHX Text
H.B.
AutoCAD SHX Text
EGRESS
AutoCAD SHX Text
25 S.H.
AutoCAD SHX Text
EGRESS
AutoCAD SHX Text
25 S.H.
AutoCAD SHX Text
2 - 4068 SLD. GLS. DRS.
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
12" VIN. SH.
AutoCAD SHX Text
2 - 2068 B.F.
AutoCAD SHX Text
5' TUB/
AutoCAD SHX Text
MIRR.
AutoCAD SHX Text
2868
AutoCAD SHX Text
2868 DR.
AutoCAD SHX Text
2868
AutoCAD SHX Text
%%O%%UENTRY
AutoCAD SHX Text
3'-0" X 3'-0"
AutoCAD SHX Text
A/C PAD
AutoCAD SHX Text
2668
AutoCAD SHX Text
ATTIC ACCESS
AutoCAD SHX Text
3068 EXT. DR.
AutoCAD SHX Text
SHWR.
AutoCAD SHX Text
H.B.
AutoCAD SHX Text
2
AutoCAD SHX Text
%%O%%UBATH #2
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
12" SHELF
AutoCAD SHX Text
TB
AutoCAD SHX Text
TP
AutoCAD SHX Text
PAVERS BY OTHERS
AutoCAD SHX Text
%%O%%UKITCHEN
AutoCAD SHX Text
4-16" PTRY.
AutoCAD SHX Text
2468 B.F.
AutoCAD SHX Text
RANGE
AutoCAD SHX Text
O.H. CABS.
AutoCAD SHX Text
D.W.
AutoCAD SHX Text
SINK W/ DISP.
AutoCAD SHX Text
KNEEWALL 35 1/2"
AutoCAD SHX Text
C
AutoCAD SHX Text
35 S.H.
AutoCAD SHX Text
OPT. REF.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
NOTE: THE GARAGE SHALL BE SEPARATED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
AutoCAD SHX Text
%%O%%UDEN
AutoCAD SHX Text
2017 ACCESSIBLE
AutoCAD SHX Text
EGRESS
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
A/H
AutoCAD SHX Text
%%O%%UUTILITY
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
HEIGHT
AutoCAD SHX Text
MARK
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
ZONE
AutoCAD SHX Text
CODE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PRODUCT
AutoCAD SHX Text
WINDOW
AutoCAD SHX Text
QTY
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
39 1/2
AutoCAD SHX Text
65 1/4
AutoCAD SHX Text
4
AutoCAD SHX Text
25
AutoCAD SHX Text
8
AutoCAD SHX Text
2
AutoCAD SHX Text
SL. GL. DOOR
AutoCAD SHX Text
99 3/4
AutoCAD SHX Text
80
AutoCAD SHX Text
2868
AutoCAD SHX Text
12" VINYL SHELF
AutoCAD SHX Text
12" VINYL SHELF
AutoCAD SHX Text
MIRR.
AutoCAD SHX Text
2868 B.F.
AutoCAD SHX Text
2868 B.F.
AutoCAD SHX Text
2868
AutoCAD SHX Text
%%O%%UMSTR. BATH
AutoCAD SHX Text
TB
AutoCAD SHX Text
WIND
AutoCAD SHX Text
PRESSURE
AutoCAD SHX Text
54"
AutoCAD SHX Text
63"
AutoCAD SHX Text
35
AutoCAD SHX Text
SH
AutoCAD SHX Text
SCREEN
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
SH
AutoCAD SHX Text
2
AutoCAD SHX Text
SHUTTERS
AutoCAD SHX Text
SHUTTERS
AutoCAD SHX Text
SHUTTERS
AutoCAD SHX Text
WIND-BORNE
AutoCAD SHX Text
DEBRIS PROTECTION
AutoCAD SHX Text
WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED
AutoCAD SHX Text
TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
AutoCAD SHX Text
Vasd=124 MPH
AutoCAD SHX Text
2868
AutoCAD SHX Text
12" VINYL SHELF
AutoCAD SHX Text
12" VINYL SHELF
AutoCAD SHX Text
MIRR.
AutoCAD SHX Text
2868 B.F.
AutoCAD SHX Text
2868 B.F.
AutoCAD SHX Text
2868
AutoCAD SHX Text
%%O%%UMSTR. BATH
AutoCAD SHX Text
TB
AutoCAD SHX Text
TP
AutoCAD SHX Text
SCREEN
AutoCAD SHX Text
TP
AutoCAD SHX Text
5' TUB/
AutoCAD SHX Text
MIRR.
AutoCAD SHX Text
2868 DR.
AutoCAD SHX Text
2868
AutoCAD SHX Text
SHWR.
AutoCAD SHX Text
%%O%%UBATH #2
AutoCAD SHX Text
12" SHELF
AutoCAD SHX Text
%%O%%UKITCHEN
AutoCAD SHX Text
4-16" PTRY.
AutoCAD SHX Text
2468 B.F.
AutoCAD SHX Text
RANGE
AutoCAD SHX Text
O.H. CABS.
AutoCAD SHX Text
SINK W/ DISP.
AutoCAD SHX Text
KNEEWALL 35 1/2"
AutoCAD SHX Text
OPT. REF.
AutoCAD SHX Text
%%O%%UUTILITY
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
NOTE TO PLUMBER AND CARPENTER, FIREWALL NOT TO BE PENETRATED.
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
MINIMUM R-13 OR BETTER INSULATION
AutoCAD SHX Text
MINIMUM R-13 OR BETTER INSULATION
AutoCAD SHX Text
NOTE: INSTALL 1-3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER R302.5.1.
AutoCAD SHX Text
NOTE: INSTALL 1-3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER R302.5.1.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
ESCAPE
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
D.
AutoCAD SHX Text
W.
AutoCAD SHX Text
D.
AutoCAD SHX Text
W.
AutoCAD SHX Text
D.W.
AutoCAD SHX Text
2" X 4" SPF#2 PT.
AutoCAD SHX Text
STUDS @ 16" O.C.
AutoCAD SHX Text
BEARING WALL
AutoCAD SHX Text
2" X 4" SPF#2 PT.
AutoCAD SHX Text
STUDS @ 16" O.C.
AutoCAD SHX Text
BEARING WALL
AutoCAD SHX Text
2X6 SPF #2 PT STUDS @ 16" O.C. BEARING WALL
AutoCAD SHX Text
+28.2/-31.5
AutoCAD SHX Text
+33.5/-44.8
AutoCAD SHX Text
+33.5/-36.3
AutoCAD SHX Text
+29.4/-33.3
AutoCAD SHX Text
+29.4/-33.3
AutoCAD SHX Text
+33.5/-44.8
AutoCAD SHX Text
+33.5/-36.3
AutoCAD SHX Text
+33.5/-44.8
AutoCAD SHX Text
+33.5/-36.3
AutoCAD SHX Text
CAPE CORAL, FL 33904
AutoCAD SHX Text
(239) 549-4554
AutoCAD SHX Text
OF NORTH FLORIDA
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
SYSTEMS
AutoCAD SHX Text
1634 S.E. 47th ST SUITE #3
AutoCAD SHX Text
CA# 8829
AutoCAD SHX Text
+33.5/-44.8
AutoCAD SHX Text
+33.5/-44.8
AutoCAD SHX Text
+33.5/-44.8
AutoCAD SHX Text
+33.5/-44.8
AutoCAD SHX Text
+33.5/-36.3
AutoCAD SHX Text
+33.5/-36.3
AutoCAD SHX Text
+29.4/-33.3
AutoCAD SHX Text
+29.4/-33.3
AutoCAD SHX Text
+33.5/-36.3
AutoCAD SHX Text
+33.5/-36.3
AutoCAD SHX Text
+28.2/-31.5
AutoCAD SHX Text
+28.2/-31.5
AutoCAD SHX Text
2-4068
AutoCAD SHX Text
FIBERGLASS SHOWER PAN
AutoCAD SHX Text
FIBERGLASS SHOWER PAN
AutoCAD SHX Text
2 HOUR FIREWALL USING 8" MASONRY PER FBC 721 " PRESCRIPTIVE FIRE RESISTANCE" SEE TABLE ON SHEET A4
DATE:
07-22-19
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
J.S.L.
A4
1/4" = 1'-0"
ROOF
ELEV E
J.W.C.
RESI
DENC
E FO
R:
1342
E
MOD
EL: SP
EC
SUBD
IV: M
ARBL
EBRO
OK T
Vs
G.C.
D. #
1105
4
LOT:
290-
291
BLOC
K :
ADRS
: 107
40-1
0736
CRO
SSBA
CK L
ANE
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
D.R.
H. 57
9380
121-
122
A1
A2
A3
A4
A5
A6
A7
A8
A9
A10
A11
A12
A13
A14
A15
A16
A17
A18
A19
A20
A21
J1
J3
J5
J1
J3
C
J
1
0
J5
MG1
M1
J1
J3
J5
J1
J3
C
J
9
J5
V1
V2
B8
C
J
1
0
J5
J5
J3
J3
J1
J1
B1
B2
B3
B4
B5
B6
B7
EJ7A
EJ7
EJ7
J1
J1
J5
J3
C1
C2
C3
C4
C5
C6
C7
J3A
J5A
C
J
1
0
AC
J
3
EJ7
EJ7
A1
A2
A3
A4
A5
A6
A7
A8
A9
A10
A11
A12
A13
A14
A15
A16
A17
A18
A19
A20
A21
J1
J3
J5
J1
J3
C
J
1
0
J5
MG1
M1
J1
J3
J5
J1
J3
C
J
9
J5
V1
V2
B8
EJ7
AutoCAD SHX Text
%%U%%OROOF PLAN "E"%%O
AutoCAD SHX Text
SCALE: 1/4"=1'-0"
AutoCAD SHX Text
WALL HEIGHT = 8'-8"
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F16-1B/1T
AutoCAD SHX Text
%%U8F8-1B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-1B
AutoCAD SHX Text
%%U8F16-1B/1T
AutoCAD SHX Text
%%O%%UMASTER SUITE
AutoCAD SHX Text
%%O%%ULANAI
AutoCAD SHX Text
%%O%%UDEN
AutoCAD SHX Text
%%O%%UBEDROOM #2
AutoCAD SHX Text
%%O%%UFOYER
AutoCAD SHX Text
%%O%%ULIVING ROOM
AutoCAD SHX Text
%%O%%UDINING ROOM
AutoCAD SHX Text
%%O%%UGARAGE
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
%%O%%UENTRY
AutoCAD SHX Text
%%O%%UBATH #2
AutoCAD SHX Text
%%O%%UUTILITY
AutoCAD SHX Text
%%O%%UKITCHEN
AutoCAD SHX Text
TRUSS BEARING CONDITIONS AND
AutoCAD SHX Text
STRAPPING IS BASED
AutoCAD SHX Text
ON TRUSS LAYOUT PREPARED BY SCOSTA CORP
AutoCAD SHX Text
JOB # 44149GB, DATED: 06/25/19 REVISED: NONE
AutoCAD SHX Text
FULL HEIGHT WALL PER SHEET S-2
AutoCAD SHX Text
1-HTA16-18
AutoCAD SHX Text
1-HTA16-18
AutoCAD SHX Text
ENTRY CEILING PER
AutoCAD SHX Text
SCHEDULE 2/S-1
AutoCAD SHX Text
1-HTA16-18
AutoCAD SHX Text
EMBED 1-HTA16-18 AT ALL
AutoCAD SHX Text
TRUSSES, EXCEPT AS
AutoCAD SHX Text
NOTED AT GIRDERS.
AutoCAD SHX Text
LANAI CEILING PER
AutoCAD SHX Text
SCHEDULE 2/S-1
AutoCAD SHX Text
S-1
AutoCAD SHX Text
11
AutoCAD SHX Text
S-1
AutoCAD SHX Text
11
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
SEE DETAIL 9/S-1 WHERE LINTEL
AutoCAD SHX Text
AT LANAI/ENTRY INTERSECTS
AutoCAD SHX Text
MAIN WALL, TYPICAL.
AutoCAD SHX Text
8"x8" CONTINUOUS MASONRY
AutoCAD SHX Text
BOND BEAM AT TOP OF WALL.
AutoCAD SHX Text
WITH 1 #5 BARS
AutoCAD SHX Text
@ A1
AutoCAD SHX Text
@ A21
AutoCAD SHX Text
@ A21
AutoCAD SHX Text
%%UPRECAST LINTEL SCHEDULE
AutoCAD SHX Text
%%U8F8-1B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
AutoCAD SHX Text
8" PRECAST LINTEL
AutoCAD SHX Text
%%U8F16-1B/1T
AutoCAD SHX Text
1 #5 BOTTOM
AutoCAD SHX Text
1 #5 TOP
AutoCAD SHX Text
AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
AutoCAD SHX Text
WALL ABOVE WITH BOND BEAM AT TOP
AutoCAD SHX Text
#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN
AutoCAD SHX Text
HOOK #5 BAR INTO TOP OF BOND BEAM
AutoCAD SHX Text
PLAN NOTES: 1) ROOF TRUSS BEARING ELEVATION VARIES, SEE LEGEND. 2) ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER PER DESIGN CRITERIA ON SHEET S-1. 3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-1. 5) 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET. 6) AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 2/A-6.
AutoCAD SHX Text
A/H
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F16-1B/1T
AutoCAD SHX Text
%%U8F8-1B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-1B
AutoCAD SHX Text
%%U8F16-1B/1T
AutoCAD SHX Text
%%O%%UMASTER SUITE
AutoCAD SHX Text
%%O%%ULANAI
AutoCAD SHX Text
%%O%%UDEN
AutoCAD SHX Text
%%O%%UBEDROOM #2
AutoCAD SHX Text
%%O%%UFOYER
AutoCAD SHX Text
%%O%%ULIVING ROOM
AutoCAD SHX Text
%%O%%UDINING ROOM
AutoCAD SHX Text
%%O%%UGARAGE
AutoCAD SHX Text
%%O%%UENTRY
AutoCAD SHX Text
%%O%%UBATH #2
AutoCAD SHX Text
%%O%%UUTILITY
AutoCAD SHX Text
%%O%%UKITCHEN
AutoCAD SHX Text
1-HTA16-18
AutoCAD SHX Text
1-HTA16-18
AutoCAD SHX Text
ENTRY CEILING PER
AutoCAD SHX Text
SCHEDULE 2/S-1
AutoCAD SHX Text
1-HTA16-18
AutoCAD SHX Text
EMBED 1-HTA16-18 AT ALL
AutoCAD SHX Text
TRUSSES, EXCEPT AS
AutoCAD SHX Text
NOTED AT GIRDERS.
AutoCAD SHX Text
LANAI CEILING PER
AutoCAD SHX Text
SCHEDULE 2/S-1
AutoCAD SHX Text
S-1
AutoCAD SHX Text
11
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
S-1
AutoCAD SHX Text
11
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
SEE DETAIL 9/S-1 WHERE LINTEL
AutoCAD SHX Text
AT LANAI/ENTRY INTERSECTS
AutoCAD SHX Text
MAIN WALL, TYPICAL.
AutoCAD SHX Text
8"x8" CONTINUOUS MASONRY
AutoCAD SHX Text
BOND BEAM AT TOP OF WALL.
AutoCAD SHX Text
WITH 1 #5 BARS
AutoCAD SHX Text
@ A1
AutoCAD SHX Text
@ A21
AutoCAD SHX Text
@ A21
AutoCAD SHX Text
A/H
AutoCAD SHX Text
PROVIDE UL301
AutoCAD SHX Text
DETAIL WITHIN
AutoCAD SHX Text
EAVE
AutoCAD SHX Text
PROVIDE UL301
AutoCAD SHX Text
DETAIL WITHIN
AutoCAD SHX Text
EAVE
AutoCAD SHX Text
S-3
AutoCAD SHX Text
2
AutoCAD SHX Text
FLAT TOP
AutoCAD SHX Text
PER 1/S-2
AutoCAD SHX Text
2 HOUR MASONRY WALL
AutoCAD SHX Text
PER SHEET S-2
AutoCAD SHX Text
PEAK TRANSITION
AutoCAD SHX Text
PER DETAIL 2A/S-2
AutoCAD SHX Text
FLAT TOP
AutoCAD SHX Text
PER 1/S-2
AutoCAD SHX Text
PEAK TOP
AutoCAD SHX Text
PER 3/S-2
AutoCAD SHX Text
FLAT TOP
AutoCAD SHX Text
PER 1/S-2
AutoCAD SHX Text
PEAK TRANSITION
AutoCAD SHX Text
PER DETAIL 2B/S-2
AutoCAD SHX Text
CORNER DETAIL
AutoCAD SHX Text
PER 5/S-2
AutoCAD SHX Text
NOTE TO PLUMBER AND CARPENTER, FIREWALL NOT TO BE PENETRATED.
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
8'-8" FLAT CEIL.
AutoCAD SHX Text
10-10dx1 1/2", EMBED 4"
AutoCAD SHX Text
1870
AutoCAD SHX Text
INSTALL HTA16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
AutoCAD SHX Text
(1)HTA20
AutoCAD SHX Text
NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP ON C/L OF WALL. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER DETAIL 10/S-1. 4) 'ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS.
AutoCAD SHX Text
2800 (2 PLY)
AutoCAD SHX Text
3170 (2 PLY)
AutoCAD SHX Text
5005
AutoCAD SHX Text
2430 (1 PLY)
AutoCAD SHX Text
10-10dx1 1/2", EMBED 4"
AutoCAD SHX Text
5/8"%%C ATR, EPOXY 12"
AutoCAD SHX Text
(2)HTA16-18
AutoCAD SHX Text
(2)HTA16-18
AutoCAD SHX Text
(2)HTA20
AutoCAD SHX Text
HTT45
AutoCAD SHX Text
R2
AutoCAD SHX Text
TRUSS STRAPPING TO MASONRY
AutoCAD SHX Text
MAX TRUSS UPLIFT
AutoCAD SHX Text
@ 24" OC (LBS)
AutoCAD SHX Text
1615
AutoCAD SHX Text
10-10dx1 1/2", EMBED 4"
AutoCAD SHX Text
(1)HTA16-18
AutoCAD SHX Text
CONNECTOR
AutoCAD SHX Text
FASTENER
AutoCAD SHX Text
10-10dx1 1/2", EMBED 4"
AutoCAD SHX Text
10-10dx1 1/2", EMBED 4"
AutoCAD SHX Text
SOFFITS DO NOT MEET A/150 RULE FOR ATTIC VENTILATION, THEREFORE, RIDGE VENTS ARE REQUIRED, SEE TABLE.
SET 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING TO 8'-8" WITH 8X8 BOND BEAM W/ 1 #5, ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
AutoCAD SHX Text
CAPE CORAL, FL 33904
AutoCAD SHX Text
(239) 549-4554
AutoCAD SHX Text
OF NORTH FLORIDA
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
SYSTEMS
AutoCAD SHX Text
1634 S.E. 47th ST SUITE #3
AutoCAD SHX Text
CA# 8829
AutoCAD SHX Text
2. EXPANDED SHALE, CLAY OR SLATE
AutoCAD SHX Text
1. PUMICE OR EXPANDED SLAG
AutoCAD SHX Text
3. LIMESTONE, CINDERS, OR
AutoCAD SHX Text
UNEXPANDED SLAG
AutoCAD SHX Text
TYPE OF AGGREGATE
AutoCAD SHX Text
3.2
AutoCAD SHX Text
3.6
AutoCAD SHX Text
4.0
AutoCAD SHX Text
2
AutoCAD SHX Text
F.B.C. TABLE 722.3.2
AutoCAD SHX Text
FIRE - RESISTANCE RATING (HOURS)
AutoCAD SHX Text
1. STANDARD 8" HOLLOW MASONRY HAS 4.0" EQUIVALENT SOLID STANDARD 8" HOLLOW MASONRY HAS 4.0" EQUIVALENT SOLID THICKNESS. THEREFORE ANY OF THE LISTED AGGREGATES IS ALLOWED. 2. NOTE: CALCAREOUS OR SILICEOUS GRAVEL IS A 4TH TYPE WHICH IS NOTE: CALCAREOUS OR SILICEOUS GRAVEL IS A 4TH TYPE WHICH IS NOT ALLOWED.
ELECTRICAL OUTLETS PLACED IN FIRE RATED WALLS SHALL BE IN
AutoCAD SHX Text
CONFORMANCE WITH THE UNDERWRITERS LABORATORIES, INC.,
AutoCAD SHX Text
FIRE RESISTANCE DIRECTORY, CURRENT EDITION. THESE
AutoCAD SHX Text
REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE
AutoCAD SHX Text
FOLLOWING SPECIFIC ITEMS:
AutoCAD SHX Text
A) INDIVIDUAL OUTLET/SWITCH BOXES SHALL NOT EXCEED (16)
AutoCAD SHX Text
SQUARE INCHES IN AREA.
AutoCAD SHX Text
B) AGGREGATE AREA OF OUTLET/SWITCH BOXES SHALL NOT
AutoCAD SHX Text
EXCEED (100) SQUARE INCHES WITHIN (100) SQUARE FEET OF
AutoCAD SHX Text
WALL AREA.
AutoCAD SHX Text
C) ALL OUTLET/SWITCH BOXES SHALL BE SECURELY ATTATCHED
AutoCAD SHX Text
TO THE STUDS AND THE OPENING IN THE WALLBOARD FACING
AutoCAD SHX Text
SHALL BE CUT SO THAT THE CLEARANCE BETWEEN THE BOX
AutoCAD SHX Text
AND THE WALLBOARD DOES NOT EXCEED 1/8 INCH.
AutoCAD SHX Text
AIR CONDITIONING COORDINATION REQUIRED. PRIOR TO ORDERING ROOF TRUSSES, THE CONTRACTOR SHALL WORK WITH THE AIR CONDITIONING SUB CONTRACTOR TO DESIGN/PLAN AND LAYOUT THE LOCATION OF AIR HANDLING EQUIPMENT.AIR DUCT SIZE AND LOCATION AND COORDINATE THAT DESIGN WITH THE TRUSSES FOR SPACE, CONNECTIVITY, AND POSITION REQUIREMENTS. THE CONTRACTOR MUST ADVISE THE TRUSS COMPANY PRIOR TO ANY CONSTRUCTION OF TRUSSES OF THE AIR CONDITIONING/HANDLING EQUIPMENTS SIZES AND WEIGHT AND DUCT LAYOUT CONCERNS OR REQUIREMENTS THAT MAY HAVE THE POTENTIAL TO CHANGE OR MODIFY THE TRUSSES TO ACCOMMODATE THE SAME. CONTRACTOR SHALL COORDINATE CONDENSATION DESCHARGE LINE LOCATION, AND ELECTRICAL SERVICE TO AIR EQUIPMENT, AND PROVIDE ANY LOCAL DISCONNECTS, LIGHTS AND SERVICE PLATFORMS THAT MAY BE REQUIRED.
AutoCAD SHX Text
VP
AutoCAD SHX Text
K
AutoCAD SHX Text
P
AutoCAD SHX Text
OPT
AutoCAD SHX Text
GFI
AutoCAD SHX Text
NOTE: ALUMINUM WIRE OF EQUAL AMPERAGE MAY SUBSTITUTED
AutoCAD SHX Text
3
AutoCAD SHX Text
Electrical Notes:
AutoCAD SHX Text
All outlets in wet areas and all exterior outlets to be GFI's
AutoCAD SHX Text
All electrical equipment to be set at or above base flood elevation.
ZINC COATED G90, FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
AutoCAD SHX Text
SYSTEM ROOF SHEATHING MANUFACTURERS PUBLISHED REQUIREMENTS. ALL FLASHING AND
AutoCAD SHX Text
INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
AutoCAD SHX Text
SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.
AutoCAD SHX Text
DIMENSION PLACED PERPENDICULAR TO TRUSSES. A 1/8" SPACE BETWEEN ADJACENT
AutoCAD SHX Text
GENERAL ROOF ASSEMBLY
AutoCAD SHX Text
3
AutoCAD SHX Text
RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER
AutoCAD SHX Text
FULL ROUND HEAD, 2" NAIL LENGTH.
AutoCAD SHX Text
INSTALL PANELS WITH LONG
AutoCAD SHX Text
DOOR AND WINDOW ANCHORAGE
AutoCAD SHX Text
ANCHORAGE REQUIREMENTS:- ALL PASS AND SLIDING GLASS DOORS AND ALL
AutoCAD SHX Text
WINDOW ASSEMBLIES SHALL BE ANCHORED TO THE MAIN WIND FORCE RESISTING
AutoCAD SHX Text
SYSTEM IN A MANNER SPECIFIED BY THE PUBLISHED MANUFACTURERS
AutoCAD SHX Text
LITERATURE. THERE SHALL BE NO SUBSTITUTION OF ALTERNATE FASTENINGS UNLESS
AutoCAD SHX Text
PROVIDED BY THE MANUFACTURER AND APPROVED BY THE BUILDING DESIGN ENGINEER.
AutoCAD SHX Text
WOOD FRAMED OPENING:- ALL DOORS AND WINDOWS SHALL BE INSTALLED ACCORDING
AutoCAD SHX Text
TO THE PUBLISHED MANUFACTURES LITERATURE OF THE ASSEMBLY BEING INSTALLED
AutoCAD SHX Text
TO THE ROUGH SUBSTRATE OPENING. SHIMS SHALL BE MADE OF MATERIALS CAPABLE
AutoCAD SHX Text
OF RESISTING THE APPLIED LOADS AND SHALL BE LOCATED NEAR EACH FRAME
AutoCAD SHX Text
2
AutoCAD SHX Text
FASTENERTO MINIMIZE DISTORTION OF THE FRAME AS THE FASTENERS ARE TIGHTENED.
AutoCAD SHX Text
MASONRY OPENING
AutoCAD SHX Text
WHERE WINDOW FRAME IS DESIGN TO FASTEN WITH SCREWS THROUGH THE FRAME
AutoCAD SHX Text
AND INTO THE MASONRY, THE BUCK MATERIEL IS SIMPLY A SPACER. THE BUCK MAY
AutoCAD SHX Text
BE FASTENED WITH T NAILS OR ANY SUITABLE FASTENER TO TACK IT INTO
AutoCAD SHX Text
POSITION PRIOR TO WINDOW INSTALLATION. FASTEN WINDOW FRAME PER MFR
AutoCAD SHX Text
INSTRUCTIONS. A WINDOW FASTENER SHALL PENETRATE MASONRY BY 2 1/4" MIN.
AutoCAD SHX Text
WHERE WINDOW FRAME IS DESIGNED TO FASTEN ONLY TO THE WOOD BUCK
AutoCAD SHX Text
(IE, FLANGED FRAME WITH WOOD SCREWS) THE BUCKS SHALL BE 2X WOOD WITH
AutoCAD SHX Text
STRUCTURAL FASTENING TO THE MASONRY WITH 1/4X 3 3/4 MASONRY SCREWS
AutoCAD SHX Text
@ 24" OC AND 6" FROM EACH END.
AutoCAD SHX Text
DRIP EDGE
AutoCAD SHX Text
DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLE ROOFS,
AutoCAD SHX Text
LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM OF 1/2"
AutoCAD SHX Text
BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINIMUM OF 2". DRIP
AutoCAD SHX Text
EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL BE A
AutoCAD SHX Text
MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
AutoCAD SHX Text
COMPLY WITH CURRENT WIND CODE,
AutoCAD SHX Text
B. RAFTERS, JOISTS, HEADERS AND BEAMS SYP #2.
AutoCAD SHX Text
EXTERIOR BEARING WALLS,
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
CAPE CORAL, FL 33904
AutoCAD SHX Text
(239) 549-4554
AutoCAD SHX Text
OF NORTH FLORIDA
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
SYSTEMS
AutoCAD SHX Text
1634 S.E. 47th ST SUITE #3
AutoCAD SHX Text
CA# 8829
AutoCAD SHX Text
8"X8"X16" CONC. BLOCK WITH LADDER STYLE JOINT REINFORCING AT 16" O.C.
AutoCAD SHX Text
4" CONC. SLAB 2,500 P.S.I. W/ 6X6 #10/10 W.W.M REINFORCING ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
AutoCAD SHX Text
PROVIDE TERMITE TREATMENT WITH "BORA CARE"
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
A-7
N.T.S.
BANDING
J.W.C.
RESI
DENC
E FO
R:
MOD
EL: SP
EC
BLOC
K :
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
1342
E
07-22-19
J.S.L.
SUBD
IV: M
ARBL
EBRO
OK T
Vs
G.C.
D. #
1105
4
LOT:
290-
291
ADRS
: 107
40-1
0736
CRO
SSBA
CK L
ANE
D.R.
H. 57
9380
121-
122
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
CORNER OF
AutoCAD SHX Text
MID WALL
AutoCAD SHX Text
FELT STRIP
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
CORNER BEAD
AutoCAD SHX Text
WEEP SCREED
AutoCAD SHX Text
FELT STRIP
AutoCAD SHX Text
WIRE LATH
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
OVER FELT
AutoCAD SHX Text
OVER FELT STRIP
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
FELT STRIP
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
CORNER OF
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
OVER WIRE LATH
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
OVER BLOCK WALL
AutoCAD SHX Text
OVER WIRE LATH
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
DECO. TEXTURED FINISH
AutoCAD SHX Text
OVER WIRE LATH
AutoCAD SHX Text
DECO. TEXTURED FINISH
AutoCAD SHX Text
FRAME WALL
AutoCAD SHX Text
FELT OVER
AutoCAD SHX Text
FRAME WALL
AutoCAD SHX Text
WIRE LATH
AutoCAD SHX Text
OVER FELT
AutoCAD SHX Text
MID WALL
AutoCAD SHX Text
WEEP SCREED
AutoCAD SHX Text
OVER FELT STRIP
AutoCAD SHX Text
WIRE LATH OVER
AutoCAD SHX Text
MID WALL
AutoCAD SHX Text
WEEP SCREED
AutoCAD SHX Text
OVER FELT STRIP
AutoCAD SHX Text
FRAME WALL
AutoCAD SHX Text
FELT PAPER
AutoCAD SHX Text
MITER OVER SCREED
AutoCAD SHX Text
WIRE THE CONTROL
AutoCAD SHX Text
JOINT TO LATH WITH
AutoCAD SHX Text
18 GA. GALVANIZED
AutoCAD SHX Text
WIRE AT 7' O.C. MAX.
AutoCAD SHX Text
AMICO M-TYPE
AutoCAD SHX Text
CONTROL JOINT
AutoCAD SHX Text
AMCJM-780 OR
AutoCAD SHX Text
APPROVED EQUAL
AutoCAD SHX Text
OVER LATH (CUT
AutoCAD SHX Text
LATH BEHIND
AutoCAD SHX Text
CONTROL JOINT 1/4'
AutoCAD SHX Text
MIN. GAP) LOCATE
AutoCAD SHX Text
OVER STUD ONLY
AutoCAD SHX Text
AND PER NOTE 1
AutoCAD SHX Text
FULLY EMBED BACK FACE
AutoCAD SHX Text
OF WEEP SCREED IN
AutoCAD SHX Text
CAULK. LET OOZE OUT AT
AutoCAD SHX Text
CORNER AND SCREED 2"
AutoCAD SHX Text
MIN. WIDTH
AutoCAD SHX Text
MITER OUT CORNER
AutoCAD SHX Text
BEAD AT
AutoCAD SHX Text
MID WALL
AutoCAD SHX Text
WEEP SCREED
AutoCAD SHX Text
*
AutoCAD SHX Text
NOTE 1:
AutoCAD SHX Text
MAX OF 144 SQ. FT.
AutoCAD SHX Text
BETWEEN CONTROL
AutoCAD SHX Text
JOINTS. NOT GREATER
AutoCAD SHX Text
THAN 18'-0"O.C. MAX
AutoCAD SHX Text
AREA RATIO OF
AutoCAD SHX Text
CONTROL JOINTS-2-2/1 TO 1
AutoCAD SHX Text
(AT WOOD
AutoCAD SHX Text
FRAME ONLY)
AutoCAD SHX Text
*
AutoCAD SHX Text
CAULK CENTER JOINT
AutoCAD SHX Text
IN MID WALL WEEP
AutoCAD SHX Text
SCREED 2" IN EA.
AutoCAD SHX Text
DIRECTION AT CORNER
AutoCAD SHX Text
WOOD FRAME
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
%%UMASONRY WALL
AutoCAD SHX Text
%%UMASONRY WALL
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
%%UWEEP SCREED DETAIL
AutoCAD SHX Text
INSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE
AutoCAD SHX Text
WOOD STUD FRAMING IS ABOVE MASONRY WALLS.
AutoCAD SHX Text
MID WALL
AutoCAD SHX Text
WEEP SCREED
AutoCAD SHX Text
OVER FELT STRIP
AutoCAD SHX Text
MASONRY NAIL
AutoCAD SHX Text
6" WIDE FELT
AutoCAD SHX Text
METAL LATH
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
PAPER BACK
AutoCAD SHX Text
WALL SHEATHING
AutoCAD SHX Text
WITH HOUSE WRAP
AutoCAD SHX Text
OR ZIP SYSTEM
AutoCAD SHX Text
WALL SHEATHING
AutoCAD SHX Text
WOOD FRAMING EITHER FLOOR TRUSS OR GABLE END TRUSS
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
FELT AND
AutoCAD SHX Text
WEEP SCREED
AutoCAD SHX Text
%%UMID WALL WEEP SCREED DETAIL
AutoCAD SHX Text
OVER
AutoCAD SHX Text
WITH FELT
AutoCAD SHX Text
FRAME WALL
AutoCAD SHX Text
WIRE LATH
AutoCAD SHX Text
WOOD FRAME
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
NOTE: EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND
AutoCAD SHX Text
GABLE END WALLS, MUST HAVE RADIANT BARRIER AND HOUSE WRAP.
AutoCAD SHX Text
RADIANT BARRIER:
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
ATTIC
AutoCAD SHX Text
EXTERIOR
AutoCAD SHX Text
GABLE WALL
AutoCAD SHX Text
EXTERIOR
AutoCAD SHX Text
STUD WALL
AutoCAD SHX Text
OR TRUSS
AutoCAD SHX Text
EXTERIOR PLYWOOD
AutoCAD SHX Text
W/ RADIANT BARRIER
AutoCAD SHX Text
ON ATTIC SIDE
AutoCAD SHX Text
HOUSE WRAP
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
RADIANT BARRIER
AutoCAD SHX Text
GLUED TO PLYWOOD
AutoCAD SHX Text
TOP CHORD
AutoCAD SHX Text
ATTIC
AutoCAD SHX Text
EXTERIOR
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
%%UPAN FLASHING PER R703.4
AutoCAD SHX Text
R703.4 - Where flashing instructions or details are not provided by the window or door manufacturer or by the flashing manufacturer, "pan flashing" shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water-resistive barrier for subsequent drainage. Openings using pan flashing shall also incorporate flashing or protection at the head and sides.
AutoCAD SHX Text
"Pan Flashing" is a generic term that used to refer to "metal pan flashing". However many modern materials have been developed for the same function such as: - Flexible Peel n Stick Flashing Membrane - Fluid Applied Flashing For such products, follow the manufacturer's installation instructions.
AutoCAD SHX Text
INSTALL "PAN" FLASHING AT THE SILL
AutoCAD SHX Text
WHERE "PAN" FLASHING IS USED AT THE SILL, ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
AutoCAD SHX Text
EXTERIOR WALL
AutoCAD SHX Text
OPENING FOR WINDOW OR DOOR
AutoCAD SHX Text
THE FLASHING INSTRUCTIONS FROM THE WINDOW / DOOR MFR., OR THE FLASHING MFR., SHALL SUPERCEDE THIS DETAIL.
AutoCAD SHX Text
For in-depth flashing installation instructions, refer to the following publications: FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AAMA/WDMA 300
AutoCAD SHX Text
2
AutoCAD SHX Text
6
AutoCAD SHX Text
10
AutoCAD SHX Text
3
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20' X 20' MAXIMUM SQUARES. 2) SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT.
AutoCAD SHX Text
~w" DEEP SAWCUT w/ ELASTOMERIC SEALANT
AutoCAD SHX Text
SLAB ON GRADE, SEE PLAN
AutoCAD SHX Text
%%USLAB SAWCUT DETAIL
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
11
AutoCAD SHX Text
%%UCORNER BARS
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
%%USTEP FOOTING
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
FINISHED GRADE, SEE SITE PLAN
AutoCAD SHX Text
3" CLEAR COVER TO REINFORCING
AutoCAD SHX Text
EMBED DOWELS 5" WITH 10" STD HOOK
AutoCAD SHX Text
MONOLITHIC FOOTING, SEE PLAN
AutoCAD SHX Text
DOWEL TO MATCH WALL REINFORCING, LAP 25"
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
%%UMONOLITHIC FOOTINGS
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
%%UINTERIOR
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
%%UEDGE
AutoCAD SHX Text
%%UGARAGE
AutoCAD SHX Text
D
AutoCAD SHX Text
%%USTEPDOWN
AutoCAD SHX Text
C
AutoCAD SHX Text
9
AutoCAD SHX Text
3" COVER
AutoCAD SHX Text
MAINTAIN FOOTING WIDTH & DEPTH AT ALL VERT. AND HORIZ. SEGMENTS
AutoCAD SHX Text
FOOTING REINF., SEE PLAN. LAP 40 BAR DIAMETERS
AutoCAD SHX Text
MAINTAIN RUN TO RISE OF 2:1 OR MORE
AutoCAD SHX Text
%%UFOOTING
AutoCAD SHX Text
%%UPLAN VIEW
AutoCAD SHX Text
FOOTING REINF., SEE PLAN
AutoCAD SHX Text
LAP CORNER BARS 40 BAR DIAMETERS
AutoCAD SHX Text
CONCRETE FOOTING, SEE PLAN
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
%%UROOF DECK NAILING PATTERN
AutoCAD SHX Text
%%UTYPICAL
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
%%UHOUSE
AutoCAD SHX Text
8d RING SHANK NAILS 6" O.C. EDGE AND 6" OC FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS WITHOUT SPLITTING.
AutoCAD SHX Text
%%URETROFIT UPLIFT CONNECTOR SCHEDULE
AutoCAD SHX Text
#5 CORNER BAR, 25"x25"
AutoCAD SHX Text
MASONRY BOND BEAM, TYPICAL
AutoCAD SHX Text
%%UCORNER
AutoCAD SHX Text
%%UCORNER BAR DETAIL IN BOND BEAMS
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
#5 CORNER BAR, 25"x25"
AutoCAD SHX Text
MASONRY BOND BEAM, TYPICAL
AutoCAD SHX Text
%%UINTERSECTION
AutoCAD SHX Text
%%UBOND BEAM REINFORCING DETAIL
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
8"x8" BOND BEAM w/ 1-#5
AutoCAD SHX Text
TRUSS BEARING
AutoCAD SHX Text
#5 VERTICAL IN GROUTED CELL AT DOT LOCATIONS ON PLAN
AutoCAD SHX Text
7" STANDARD HOOK INTO TOP OF BOND BEAM (MAY USE 7"x25" BENT BAR)
AutoCAD SHX Text
LINTEL AT LANAI OR ENTRY, '8F16-1B/1T' (8"x16" FILLED SOLID, 1#5 BOTTOM, 1-#5 TOP)
AutoCAD SHX Text
#5 VERT. AT INTERSECTION OF BOND BEAM w/ 7" HOOK AT TOP
AutoCAD SHX Text
~8"~D EXPANSION BOLT, 4" MIN. EMBEDMENT, SPACE 24" OC AND 12" FROM TOP & BOT.
AutoCAD SHX Text
~4"x3~w" TAPCON @ 24" OC, 3 SCREWS MIN. (SEE NOTE)
AutoCAD SHX Text
%%UBUCK FASTENING
AutoCAD SHX Text
NOTE: THIS BUCK FASTENING DETAIL IS INTENDED FOR FLANGED WINDOW/DOOR PRODUCTS THAT FASTEN THRU THE FLANGE WITH WOOD SCREWS TO THE BUCK. FOR WINDOW/DOOR PRODUCTS THAT DO NOT HAVE A FLANGE AND FASTEN INSTEAD OUTWARD THRU THE FRAME, USE MASONRY SCREWS PER MFR. THAT ARE LONG ENOUGH TO PENETRATE 2-1/4" INTO THE MASONRY. IN THIS CASE, THE BUCK MATERIAL IS SIMPLY A SPACER AND MAY BE 1x4 OR 1x6 OR OMITTED ENTIRELY AND THE SPACER MAY BE TACKED IN PLACE WITH MASONRY NAILS OR PINS.
AutoCAD SHX Text
%%UGARAGE DOOR
AutoCAD SHX Text
8" CMU WALLS
AutoCAD SHX Text
2x4 or 2x6 P.T. BUCK @ FLANGED WINDOWS (SEE NOTE)
AutoCAD SHX Text
2x2x~2" WASHER
AutoCAD SHX Text
2x8 OR 2x6 P.T. SYP#2
AutoCAD SHX Text
8" CMU, SEE PLAN FOR REINFORCING
AutoCAD SHX Text
WOOD TRUSSES @ 24" O.C., DESIGNED BY DELEGATED TRUSS ENGINEER
AutoCAD SHX Text
#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
AutoCAD SHX Text
#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" O.C. MAX EXTERIOR)
AutoCAD SHX Text
8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-1.
AutoCAD SHX Text
APPROVED ISOLATION PLATE
AutoCAD SHX Text
SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-1.
AutoCAD SHX Text
EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP.
AutoCAD SHX Text
ROOF SHEATHING, SEE SCHEDULE 2/S-1
AutoCAD SHX Text
12
AutoCAD SHX Text
4
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
%%UTRUSS STRAP TO BOND BEAM
AutoCAD SHX Text
TRUSS BEARING
AutoCAD SHX Text
SEE PLAN
AutoCAD SHX Text
DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL 1. FLOOR & ROOF UNIFORM LOADS: ELEVATED FLOORS: LIVE LOAD 40 PSF, DEAD LOAD 20 PSF ROOF: LIVE TOP CHORD 20 PSF LIVE BOTTOM CHORD 10 PSF (NON-CONCURRENT w/ TCLL) CEMENT ROOF TILE DEAD LOAD 25 PSF TOTAL SHINGLE/METAL ROOFING DEAD LOAD 15 PSF TOTAL MINIMUM DEAD LOAD FOR WIND: TC 5 PSF, BC 5 PSF DEFLECTION CRITERIA: FLOOR L/480 LIVE, L/360 TOTAL ROOF L/240 LIVE, L/180 TOTAL 2. WIND LOADS: WIND DESIGN PER ASCE7-10 BASIC WIND SPEED (ASCE7-10) 160 MPH NOMINAL WIND SPEED (Vasd TABLE R301.2.1.3) 124 MPH BUILDING CATEGORY II IMPORTANCE FACTOR 1.00 EXPOSURE C MEAN ROOF HEIGHT = 15 FT ROOF PITCH 4/12 ENCLOSURE CLASS. ENCLOSED INTERNAL PRES. COEFF. +/- 0.18 WINDOW/DOOR DESIGN WIND PRESSURE, SEE TABLE IN DETAIL 3. SOFFITS - PER R703.1.2.1, ALL SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED IN TABLE R301.2(2) FOR WALLS. 3. REINFORCED CONCRETE: DESIGN AS PER ACI 318-14 REQUIRED COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE f'c = 2500 PSI 3~8" MINIMUM THICKNESS REINFORCED WITH 6x6 w1.4xw1.4 WWF OR FIBERMESH. CONVENTIONAL SHALLOW FOOTINGS f'c = 2500 PSI BEAMS AND COLUMNS f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" SLAB ON GRADE CENTERED BEAMS 1~8" COLUMNS 1~8" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 40 FOR #3 GRADE 60 FOR #4 TO #11 WELDED WIRE FABRIC - ASTM A185 SPLICES IN REINFORCING, SHALL BE 40 BAR DIAMETERS. NON-CONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING IS NOT SPACED MORE THAN 5" APART FOR #5 BARS. FORMWORK AND SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS REACHED AT LEAST 2/3 OF THE REQUIRED 28 DAY STRENGTH. 4. REINFORCED MASONRY: DESIGN PER ACI 530-13 REQUIRED COMPRESSIVE STRENGTHS: MASONRY WALLS f'm = 1500 PSI REINFORCING STEEL - ASTM A615 GRADE 60. SPLICES IN REINFORCING, SHALL BE 48 BAR DIAMETERS. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. ALL CELLS BELOW FINISHED GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AT DOT LOCATIONS ON PLAN. 5. DELEGATED-ENGINEERED WOOD ROOF & FLOOR TRUSSES: ALL WOOD ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY A DELEGATED TRUSS ENGINEER PER RULE 61G15-31.003 OF THE FLORIDA ADMINISTRATIVE CODE. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER BRACING REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. 6. FOUNDATION: CONVENTIONAL SHALLOW CONCRETE FOOTINGS SOIL BEARING CAPACITY 2000 PSF THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL CONDITIONS FOR THE INTENDED STRUCTURE AND ASSUMED SOIL BEARING CAPACITY. IT IS RECOMMENDED THAT A GEOTECHNICAL FIRM BE HIRED TO PERFORM A SITE EVALUATION. 7. DIMENSIONS: VERIFY ALL DIMENSIONS WITH HOUSE PLANS. SEE HOUSE PLANS, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 8. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR REVIEW FOR ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. ONE SET OF SIGNED & SEALED TRUSS ENGINEERING SHALL BE DELIVERED TO THE ENGINEER OF RECORD FOR THE STRUCTURE PER FLORIDA ADMINISTRATIVE CODE 61G15-30.005 AND 61G15-31.003.
AutoCAD SHX Text
SHEATHING SCHEDULE
AutoCAD SHX Text
FLOOR
AutoCAD SHX Text
N/A
AutoCAD SHX Text
EXTERIOR STUD WALL
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
EXTERIOR CEILING AND SOFFIT
AutoCAD SHX Text
OPTIONS: 1) 1x4 STRIPPING @ 16"OC w/ 2-8d NAILS TO EACH TRUSS, ~0" EXTERIOR GYPBOARD CEILING, FASTEN w/8d NAILS OR 1~0" DRYWALL SCREWS @ 6"OC EDGE & FIELD. 2) ~6" BC PLYWOOD NAILED w/ 6d COMMON @ 6" OC EDGE & FIELD. 3) VINYL OR ALUMINUM PERFORATED SOFFIT INSTALLED PER MANUFACTURER INSTRUCTIONS TO MEET WIND PRESSURES PER R703.1.2.1.
AutoCAD SHX Text
A.P.A. RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER. FASTEN WITH 8d RING SHANK NAILS @ 6" O.C. EDGE AND 6" O.C. FIELD.
AutoCAD SHX Text
(RING SHANK NAILS PER R803.2.3.1: 0.113" NOMINAL SHANK DIAMETER, RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL ROUND HEAD, 2" NAIL LENGTH)
AutoCAD SHX Text
NOTE: EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED : EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED HERE MEET THE DESIGN WIND PRESSURES PER R703.1.2.1.
AutoCAD SHX Text
7/16" ZIP SYSTEM WALL SHEATHING BY HUBER ENGINEERED WOODS LLC, NAILED W/ 8d COMMON WIRE @ 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. INSTALL SHEATHING AND SEAM TAPE IN STRICT ACCORDANCE WITH MFR. WRITTEN INSTRUCTIONS.
AutoCAD SHX Text
(WHEN ~8" ZIP BRAND ROOF SHEATHING IS USED, H-CLIPS ARE NOT REQUIRED) REQUIRED)
AutoCAD SHX Text
5
AutoCAD SHX Text
+33.5 -36.3
AutoCAD SHX Text
(Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, h=15')
AutoCAD SHX Text
INTERIOR ZONE 4
AutoCAD SHX Text
+33.5 -36.3
AutoCAD SHX Text
(SEE PLAN FOR OTHER SPECIFIC PRESSURES)
AutoCAD SHX Text
1) TABLE MAY BE USED FOR ANY SIZE WINDOW OR DOOR IN EACH TYPE. 2) USE "INTERIOR ZONE 4" PRESSURES UNLESS WINDOW OR DOOR IS LOCATED WITHIN THE "END ZONE 5" (SEE DIAGRAM BELOW), THEN USE THE HIGHER PRESSURES UNDER THE "END ZONE 5" COLUMN. 3) ALL GLASS / GLAZING SHALL BE IMPACT RATED OR USE IMPACT RATED SHUTTERS. 4) SUBMIT PRODUCT APPROVALS TO THE BUILDING DEPARTMENT AS REQUIRED BY THE LOCAL JURISDICTION. 5) MANUFACTURED SOFFIT PRODUCTS SHALL BE INSTALLED PER MFR ENGINEERING SPEC SHEETS.
AutoCAD SHX Text
WINDOW/DOOR/SOFFIT DESIGN WIND PRESSURES
AutoCAD SHX Text
TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
AutoCAD SHX Text
WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED
AutoCAD SHX Text
* ON IRREGULAR SHAPED BUILDINGS, THERE IS NO GUIDANCE IN THE CODE FOR HOW FAR A CORNER MUST PROTRUDE FROM THE MAIN BUILDING TO BE CONSIDERED 'ZONE 5'. WE HAVE CHOSEN >15'. THIS IS SUBJECT TO JUDGEMENT CALL BY THE AUTHORITY HAVING JURISDICTION.
AutoCAD SHX Text
IN ZONE 5, MANUFACTURED SOFFIT PRODUCTS MAY REQUIRE ADDITIONAL BATTONS OR FASTENING PER MFR ENGINEERING SPEC SHEETS TO MEET THE PRESSURE REQUIREMENTS.
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
%%UHOUSE
AutoCAD SHX Text
%%UTYPICAL
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
8' OR 9' GARAGE DOORS
AutoCAD SHX Text
TYPICAL WINDOWS & DOORS
AutoCAD SHX Text
16' OR 18' GARAGE DOORS
AutoCAD SHX Text
SOFFIT
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
END ZONE 5 PRESSURES OCCUR AT "PRIMARY" OUTSIDE CORNERS OF BUILDING (BOLD LINES)
AutoCAD SHX Text
FACE OF WALL
AutoCAD SHX Text
MEASURED FROM
AutoCAD SHX Text
ZONE
AutoCAD SHX Text
4
AutoCAD SHX Text
INTERIOR ZONE 4 PRESSURES
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5'-0"
AutoCAD SHX Text
WIDTH = ______
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
+33.5 -44.8
AutoCAD SHX Text
END ZONE 5
AutoCAD SHX Text
+33.5 -44.8
AutoCAD SHX Text
+29.4 -33.3
AutoCAD SHX Text
+28.2 -31.5
AutoCAD SHX Text
END
AutoCAD SHX Text
NOTES: 1) WHERE EMBEDDED STRAP IS MISSING OR MIS-LOCATED, PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE USP. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. 3) CONCRETE SCREW SHALL BE WEDGE-BOLT+, TITEN, TAPCON OR EQUIVALENT.