ELEV E · G.C.D. # 10614 BLOCK : ADRS: 10662-10658 CROSSBACK LANE Gulf Coast Drafting & Design...
11
ELEV E · G.C.D. # 10614 BLOCK : ADRS: 10662-10658 CROSSBACK LANE Gulf Coast Drafting & Design Phone (239) 540-1822Fax (239) 540-7759 This signature and seal is for work performed
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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35 SH.
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35 SH.
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25 S.H.
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25 S.H.
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16'-0" X 7'-0" O.H. GARAGE DR.
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16'-0" X 7'-0" O.H. GARAGE DR.
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2 - 4068 SLD. GLS. DRS.
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2 - 4068 SLD. GLS. DRS.
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3068 DR.
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3068 DR.
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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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
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2 HR FIRE WALL
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MIN.
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MIN.
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BOTTOM OF VENT SHALL BE LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE PER R806.2.2
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BOTTOM OF VENT SHALL BE LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE PER R806.2.2
DATE:
11-04-18
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
BROO
K TV
's
G.C.
D. #
1061
4
LOT:
308-
309
BLOC
K :
ADRS
: 106
62-1
0658
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
139/1
40
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H.B.
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16'-0" X 7'-0" O.H. GARAGE DR.
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16'-0" X 7'-0" O.H. GARAGE DR.
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1 1/2" RECESS TRACK FOR
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5' TUB/
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3'-0" X 3'-0"
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A/C PAD
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REF. SPACE
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RANGE
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D.W.
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SINK W/ DISP.
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SHWR.
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ELEVATION @ 0'-0"
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ELEV. @ (-) 4"
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SLOPE
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ELECTRICAL METER
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6" X12"RECESS
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6" X12"RECESS
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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.
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1-#5
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CONT.
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0'-8"
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TE
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0'-8"
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PAD FOOTING SCHEDULE
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1'-2"
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1'-2"
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1'-0"
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1'-0"
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1'-0"
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DEPTH
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NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. ADD CORNER BAR 25"x25" AT EACH LONGITUDINAL BAR.
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E
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D
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5'-0"
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4'-0"
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5'-0"
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4'-0"
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C
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A
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B
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USED
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TYPE
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3'-6"
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2'-6"
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3'-0"
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WIDTH
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3'-6"
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2'-6"
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3'-0"
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LENGTH
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6-#5
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5-#5
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6-#5
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5-#5
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-
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-
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SHORT WAY
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4-#5
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3-#5
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4-#5
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BOTTOM REINF.
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4-#5
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3-#5
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4-#5
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LONG WAY
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REMARKS
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-
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-
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-
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1'-8"
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1'-0"
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0'-8"
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WALL FOOTING SCHEDULE
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0'-10"
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0'-8"
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DEPTH
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1'-8"
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F6A
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F5
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F4
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F3
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F2
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F1
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USED
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TYPE
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1'-4"
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1'-4"
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0'-8"
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1'-0"
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CONT.
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CONT.
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CONT.
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CONT.
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1'-8"
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1'-4"
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WIDTH
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CONT.
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CONT.
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LENGTH
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SHAPE
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2-#5
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2-#5
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1-#5
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2-#5
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BOTTOM
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REINFORCING
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2-#5
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2-#5
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%%UFOUNDATION PLAN "E"
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SCALE: 1/4" = 1'-0"
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A
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A
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A
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A
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A
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F3
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F3
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F3
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F3
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F5
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F3
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F6A
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F1
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TOP OF FOOTING -1'-4"
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'F6A' STEP DOWN
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1 #5
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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3" CLEAR COVER
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'F3' FOOTING
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5" MIN.
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7" HOOK, EMBED
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#5 DOWEL WITH
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'F3' WITH CURB AT GARAGE
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5" MIN. BELOW
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7" HOOK, EMBED
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#5 DOWEL WITH
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GARAGE FLOOR
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OF FLOOR
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VARIES WITH SLOPE
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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F3 W/ CURB
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PAVERS BY OTHERS
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'P' PAVERS DETAIL ENTRY/LANAI
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PAVERS
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8"x8" CONC. RIBBON
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W/ 1 #5 ROD CONT.
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GRADE
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SAND
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P
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SAWCUT SLAB
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PER DETAIL 5/S-1
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'F5' WITH CURB AT GARAGE
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5" MIN. BELOW
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7" HOOK, EMBED
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#5 DOWEL WITH
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GARAGE FLOOR
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OF FLOOR
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VARIES WITH SLOPE
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3" CLEAR COVER.
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2 #5 CONT. W/
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F3
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P
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C
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L
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H.B.
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1 1/2" RECESS TRACK FOR
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5' TUB/
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3'-0" X 3'-0"
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A/C PAD
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REF. SPACE
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RANGE
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D.W.
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SINK W/ DISP.
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SHWR.
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ELEVATION @ 0'-0"
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ELEV. @ (-) 4"
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SLOPE
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ELECTRICAL METER
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F3
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F3
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F3
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F3
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F5
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F3
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F6A
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F3 W/ CURB
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PAVERS BY OTHERS
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P
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F5 W/ CURB
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SAWCUT SLAB
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PER DETAIL 5/S-1
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F3
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P
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C
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L
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F3
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F3
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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D.
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W.
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D.
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W.
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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%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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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%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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LINE @ REF. SPACE
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FOR ICE MAKER
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PROVIDE 1/4" WATER
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LINE @ REF. SPACE
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FOR ICE MAKER
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PROVIDE 1/4" WATER
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F3
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F3
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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CURB IS OPTIONAL & NOT INCLUDED IN FOOTING DIMENSIONS
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CURB IS OPTIONAL & NOT INCLUDED IN FOOTING DIMENSIONS
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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.
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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.
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SLIDING DOOR
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SLIDING DOOR
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FIBERGLASS SHOWER PAN
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FIBERGLASS SHOWER PAN
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LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
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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
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LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
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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
D R HORTON
DATE:
11-04-18
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
BROO
K TV
's
G.C.
D. #
1061
4
LOT:
308-
309
BLOC
K :
ADRS
: 106
62-1
0658
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
139/1
40
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WIDTH
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HEIGHT
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MARK
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SIZE
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ZONE
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CODE
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DESCRIPTION
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PRODUCT
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DOOR
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OVERHEAD
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GARAGE DOOR
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192
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84
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2
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QTY
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1
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SWING
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DISTINCTION
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36
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80
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2
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2
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DOOR
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TOTAL AREA ------------------- 1,885' PER SIDE
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SQUARE FOOTAGE PER SIDE
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FLOOR LIVING AREA -------- 1,342' PER SIDE
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GARAGE AREA ------------------ 434' PER SIDE
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COVERED ENTRY AREA --------- 17' PER SIDE
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COVERED LANAI AREA --------- 92' PER SIDE
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%%O%%UMASTER SUITE
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%%O%%ULANAI
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%%O%%UBEDROOM #2
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%%O%%UFOYER
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%%O%%ULIVING ROOM
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%%O%%UDINING ROOM
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%%O%%UGARAGE
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8'-8" FLAT CEIL.
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H.B.
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EGRESS
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16'-0" X 7'-0" O.H. GARAGE DR.
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25 S.H.
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16'-0" X 7'-0" O.H. GARAGE DR.
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EGRESS
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25 S.H.
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2 - 4068 SLD. GLS. DRS.
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A
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A
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1
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1
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B
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ESCAPE
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12" VIN. SH.
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2 - 2068 B.F.
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2868
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%%O%%UENTRY
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3'-0" X 3'-0"
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A/C PAD
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2668
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ATTIC ACCESS
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3068 EXT. DR.
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H.B.
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%%u%%oFLOOR PLAN:%%O
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SCALE: 1/4"=1'-0"
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2
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DOOR HEADERS
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8'-0" SWING
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6'-8" SWING
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6'-8" BIFOLD
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HEADER HEIGHT
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HEADER HEIGHT
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HEADER HEIGHT
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98 1/2" A.F.F.
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82 1/2" A.F.F.
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82" A.F.F.
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GUEST BATH UPPER BASE- TOP @31"
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MASTER BATH UPPER BASE- TOP @35"
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KITCHEN UPPER TOP @ 96" BASE TOP @35"
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CABINET BACKING
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LAUNDRY RM. UPPER TOP @84" BASE
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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 34 1/2" TO TOP USING 2x4 KITCHEN KNEE WALL 34 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.
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NOTE:
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WINDOW HEADER @8'-0" A.F.F.
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STUCCO CEILING ON LANAI AND ENTRY
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TB
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TOWEL BAR
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TP
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TOILET PAPER
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TB
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TP
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TOWEL BAR
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TOILET PAPER ROLL
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PAVERS BY OTHERS
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WIND
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PRESSURE
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C
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35 S.H.
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SCREEN
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OPT.
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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.
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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.
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%%O%%UDEN
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VINYL SHELF NOTES:
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1) ALL CLOSET SHELVES TO BE 12"
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2) ALL PANTRY & LINEN TO BE (4) 16"
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SHELVES 18" O.F.F. WITH 15" INCREMENT.
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2017 ACCESSIBLE
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT DOOR. (PER FLORIDA BUILDING CODE-R308.4.2)
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NOTE:
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PROVIDE SAFETY GLAZING AT BATH/SHRW.
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SHALL COMPLY WITH R 308.4.5
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GARAGE DOOR ASSUMES 2' IN ZONE 5.
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4&5
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5
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4
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WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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Vasd=124 MPH
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EGRESS
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C
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L
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A/H
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%%O%%UMASTER SUITE
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%%O%%ULANAI
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%%O%%UBEDROOM #2
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%%O%%UFOYER
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%%O%%ULIVING ROOM
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%%O%%UDINING ROOM
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%%O%%UGARAGE
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H.B.
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EGRESS
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25 S.H.
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EGRESS
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25 S.H.
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2 - 4068 SLD. GLS. DRS.
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A
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A
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B
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12" VIN. SH.
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2 - 2068 B.F.
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5' TUB/
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MIRR.
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2868
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2868 DR.
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2868
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%%O%%UENTRY
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3'-0" X 3'-0"
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A/C PAD
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2668
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ATTIC ACCESS
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3068 EXT. DR.
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SHWR.
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H.B.
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2
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%%O%%UBATH #2
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8'-8" FLAT CEIL.
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12" SHELF
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TB
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TP
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PAVERS BY OTHERS
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%%O%%UKITCHEN
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4-16" PTRY.
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2468 B.F.
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RANGE
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O.H. CABS.
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D.W.
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SINK W/ DISP.
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KNEEWALL 34 1/2"
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C
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35 S.H.
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OPT. REF.
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OPT.
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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.
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%%O%%UDEN
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2017 ACCESSIBLE
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EGRESS
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C
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L
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A/H
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%%O%%UUTILITY
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8'-8" FLAT CEIL.
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WIDTH
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HEIGHT
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MARK
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SIZE
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ZONE
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CODE
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DESCRIPTION
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PRODUCT
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WINDOW
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QTY
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C
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B
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A
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39 1/2
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65 1/4
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4
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25
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8
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2
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SL. GL. DOOR
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99 3/4
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80
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2868
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12" VINYL SHELF
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12" VINYL SHELF
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MIRR.
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2868 B.F.
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2868 B.F.
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2868
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%%O%%UMSTR. BATH
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TB
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WIND
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PRESSURE
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54"
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63"
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35
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SH
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SCREEN
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5
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4
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5
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4
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5
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4
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SH
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2
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SHUTTERS
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SHUTTERS
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SHUTTERS
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WIND-BORNE
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DEBRIS PROTECTION
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WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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Vasd=124 MPH
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2868
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12" VINYL SHELF
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12" VINYL SHELF
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MIRR.
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2868 B.F.
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2868 B.F.
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2868
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%%O%%UMSTR. BATH
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TB
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TP
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SCREEN
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TP
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5' TUB/
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MIRR.
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2868 DR.
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2868
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SHWR.
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%%O%%UBATH #2
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12" SHELF
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%%O%%UKITCHEN
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4-16" PTRY.
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2468 B.F.
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RANGE
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O.H. CABS.
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SINK W/ DISP.
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OPT. REF.
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%%O%%UUTILITY
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8'-8" FLAT CEIL.
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NOTE TO PLUMBER AND CARPENTER, FIREWALL NOT TO BE PENETRATED.
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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MINIMUM R-13 OR BETTER INSULATION
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MINIMUM R-13 OR BETTER INSULATION
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NOTE: INSTALL 1-3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER R302.5.1.
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NOTE: INSTALL 1-3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER R302.5.1.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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ESCAPE
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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D.
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W.
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D.
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W.
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D.W.
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2" X 4" SPF#2 PT.
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STUDS @ 16" O.C.
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BEARING WALL
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2" X 4" SPF#2 PT.
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STUDS @ 16" O.C.
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BEARING WALL
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2X6 SPF #2 PT STUDS @ 16" O.C. BEARING WALL
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+28.2/-31.5
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+33.5/-44.8
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+33.5/-36.3
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+29.4/-33.3
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+29.4/-33.3
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+33.5/-44.8
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+33.5/-36.3
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+33.5/-44.8
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+33.5/-36.3
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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+33.5/-44.8
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+33.5/-44.8
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+33.5/-44.8
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+33.5/-44.8
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+33.5/-36.3
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+33.5/-36.3
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+29.4/-33.3
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+29.4/-33.3
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+33.5/-36.3
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+33.5/-36.3
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+28.2/-31.5
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+28.2/-31.5
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2-4068
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FIBERGLASS SHOWER PAN
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FIBERGLASS SHOWER PAN
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KNEEWALL 34 1/2"
DATE:
11-04-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
J.S.L.
A4
1/4" = 1'-0"
ROOF
ELEV E
J.W.C.
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
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B1
B2
B3
B4
B5
B6
B7
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J5
J1
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C
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J5
C1
C2
C3
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V3
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B8
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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
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J5
B3
B4
B5
B6
B7
MG1
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J3
J5
J1
J3
C
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V1
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%%U%%OROOF PLAN "E"%%O
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SCALE: 1/4"=1'-0"
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WALL HEIGHT = 8'-8"
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%%U8F8-0B
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%%U8F8-0B
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%%U8F16-1B/1T
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%%U8F8-1B
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%%U8F8-0B
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%%U8F8-1B
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%%U8F16-1B/1T
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%%O%%UMASTER SUITE
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%%O%%ULANAI
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%%O%%UDEN
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%%O%%UBEDROOM #2
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%%O%%UFOYER
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%%O%%ULIVING ROOM
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%%O%%UDINING ROOM
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%%O%%UGARAGE
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8'-8" FLAT CEIL.
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%%O%%UENTRY
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%%O%%UBATH #2
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%%O%%UUTILITY
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%%O%%UKITCHEN
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TRUSS BEARING CONDITIONS AND
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STRAPPING IS BASED
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ON TRUSS LAYOUT PREPARED BY SCOSTA CORP
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JOB # 44149, DATED: 03/07/18 REVISED: NONE
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FULL HEIGHT WALL PER SHEET S-2
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1-HTA16-18
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NON BEARING WALL
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1-HTA16-18
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1-HTA16-18
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ENTRY CEILING PER
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SCHEDULE 2/S-1
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1-HTA16-18
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EMBED 1-HTA16-18 AT ALL
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TRUSSES, EXCEPT AS
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NOTED AT GIRDERS.
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LANAI CEILING PER
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SCHEDULE 2/S-1
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S-1
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11
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S-1
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11
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TYPICAL
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1-HTA16-18
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SEE DETAIL 9/S-1 WHERE LINTEL
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AT LANAI/ENTRY INTERSECTS
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MAIN WALL, TYPICAL.
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8"x8" CONTINUOUS MASONRY
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BOND BEAM AT TOP OF WALL.
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WITH 1 #5 BARS
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@ A1
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@ A21
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@ A21
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@ B1
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@ C2
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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%%U8F8-0B
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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
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8" PRECAST LINTEL
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%%U8F16-1B/1T
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1 #5 BOTTOM
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1 #5 TOP
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AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
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WALL ABOVE WITH BOND BEAM AT TOP
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#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN
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HOOK #5 BAR INTO TOP OF BOND BEAM
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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.
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A/H
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%%U8F8-0B
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%%U8F8-0B
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%%U8F16-1B/1T
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%%U8F8-1B
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%%U8F8-0B
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%%U8F8-1B
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%%U8F16-1B/1T
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%%O%%UMASTER SUITE
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%%O%%ULANAI
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%%O%%UDEN
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%%O%%UBEDROOM #2
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%%O%%UFOYER
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%%O%%ULIVING ROOM
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%%O%%UDINING ROOM
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%%O%%UGARAGE
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%%O%%UENTRY
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%%O%%UBATH #2
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%%O%%UUTILITY
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%%O%%UKITCHEN
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NON BEARING WALL
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1-HTA16-18
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1-HTA16-18
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ENTRY CEILING PER
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SCHEDULE 2/S-1
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1-HTA16-18
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EMBED 1-HTA16-18 AT ALL
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TRUSSES, EXCEPT AS
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NOTED AT GIRDERS.
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LANAI CEILING PER
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SCHEDULE 2/S-1
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S-1
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11
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TYPICAL
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S-1
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11
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TYPICAL
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SEE DETAIL 9/S-1 WHERE LINTEL
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AT LANAI/ENTRY INTERSECTS
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MAIN WALL, TYPICAL.
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8"x8" CONTINUOUS MASONRY
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BOND BEAM AT TOP OF WALL.
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WITH 1 #5 BARS
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@ A1
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@ A21
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@ A21
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A/H
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PROVIDE UL301
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DETAIL WITHIN
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EAVE
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PROVIDE UL301
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DETAIL WITHIN
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EAVE
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2-2X8 LEDGER
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EACH SIDE PER
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DETAIL 1/S-3
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BOTTOM @ 8'-8"
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S-3
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2
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FLAT TOP
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PER 1/S-2
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2 HOUR MASONRY WALL
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PER SHEET S-2
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PEAK TRANSITION
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PER DETAIL 2A/S-2
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FLAT TOP
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PER 1/S-2
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PEAK TOP
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PER 3/S-2
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FLAT TOP
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PER 1/S-2
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PEAK TRANSITION
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PER DETAIL 2B/S-2
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CORNER DETAIL
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PER 5/S-2
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NOTE TO PLUMBER AND CARPENTER, FIREWALL NOT TO BE PENETRATED.
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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10-10dx1 1/2", EMBED 4"
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1870
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INSTALL HTA16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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(1)HTA20
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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.
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2800 (2 PLY)
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3170 (2 PLY)
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5005
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2430 (1 PLY)
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10-10dx1 1/2", EMBED 4"
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5/8"%%C ATR, EPOXY 12"
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(2)HTA16-18
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(2)HTA16-18
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(2)HTA20
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HTT45
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R2
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TRUSS STRAPPING TO MASONRY
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1615
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10-10dx1 1/2", EMBED 4"
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(1)HTA16-18
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CONNECTOR
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FASTENER
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10-10dx1 1/2", EMBED 4"
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10-10dx1 1/2", EMBED 4"
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C
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C
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C
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C
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C
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C
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C
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C
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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.
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HUS26 HANGER @ TRUSSES J2,J4,C1,C2,&C3
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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EXPANDED SHALE, CLAY OR SLATE
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PUMICE OR EXPANDED SLAG
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LIMESTONE, CINDERS, OR
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EXPANDED SLAG
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TYPE OF AGGREGATE
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3.2
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3.6
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4.0
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2
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F.B.C. TABLE 722.3.2
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FIRE - RESISTANCE RATING (HOURS)
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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.
2" X ( ) BLOCKING W/ BEVEL CUT TOP, BLOCKING CAN BE ON EITHER SIDE OF TRUSS
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VALLEY
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HIP
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VALLEY
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HIP
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HIP
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HIP
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RIDGE
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HIP
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HIP
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WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET (DR HORTON REQUIRMENT )
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HIP
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ROOF SHEATHING SHALL BE FIRE RETARDANT TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF DIVIDING WALL PER FBC 706.4.1.1
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R.V.
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R.V.
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R.V.
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R.V.
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R.V.
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R.V.
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AREAS (SQ. FT.)
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MODEL 1342: ATTIC VENTILATION FBCR R806
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ATTIC VENTILATION REQUIRED
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8.15%%%
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2018.8 SQ. FT.
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SOFFIT ONLY (1/150)
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ATTIC VENTILATION REQUIRED
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WITH ROOF VENTS (1/300)
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ROOF VENT MODEL
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1st STORY
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COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS
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ATTIC
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QUAD 4
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MARK
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QUANTITY OF
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REQ'D AIR FLOW
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10.27%%%
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MIN AIR FLOW
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(NO ROOF VENTS)
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2.9%
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3
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LOMANCO 770-D
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0.97 SQ. FT. FREE AIR
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131.0 SQ. FT.
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SOFFIT
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OF SOFFIT
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SOFFIT HAS
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OF SOFFIT
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(R.V.)
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ACM QUAD 4, FULL VENT,
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NARROW PATTERN,
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8.15%%% FREE AIR FLOW
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ROOF VENTS
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SOFFIT MODEL
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ATTIC AREA/150
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13.46 SQ. FT.
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ATTIC AREA/300
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6.73 SQ. FT.
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"SOFFIT ONLY" DOES NOT QUALIFY
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ROOF VENTS ARE REQUIRED
DATE:
11-04-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
J.S.L.
A5
1/4" = 1'-0"
ELECTRICAL
ELEV E
J.W.C.
RESI
DENC
E FO
R:
1342
E
MOD
EL: SP
EC
SUBD
IV: M
ARBL
BROO
K TV
's
G.C.
D. #
1061
4
LOT:
308-
309
BLOC
K :
ADRS
: 106
62-1
0658
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
D.R.
H. 57
9380
139/1
40
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METER
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M
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(3) 3/0 THWN CU
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IN 2" CONDUIT
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UNDERGROUND
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SERVICE PROVIDED
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BY LOCAL ELECT.
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COMPANY
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2P-200A
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M.C.B.
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22,000 A.I.C.
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NEMA-3R ENCL.
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FOUNDATION STEEL
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1 #4
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C.W.P.
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1 #4
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(1) #4 CU GND. TO 5/8" D.I.A. x 8'-0"
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LONG METAL ROD AS PER 250-83C
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& COLD WATER PIPE
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(3) 3/0 W/ 1 #6 GND. THWN CU
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IN 2" CONDUIT
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F
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A/C
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DISC #1
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2P 60/50
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NEMA-3R RK5-FUSES
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A.H.U. 2P-60 AMP. C.B.
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(2) #6'S THWN
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(1) #10 GND.
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THWN CU 3/4" COND.
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200A
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BRKR.
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PANEL
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F
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POOL PUMP
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2P 30/30
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NEMA-3R RK5-FUSES
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#(2) #10 THWN
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(1) #10 GND.
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THWN CU 3/4" C
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%%uELECTRICAL RISER DIAGRAM
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N.T.S.
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200 AMP SERVICE RISER
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GFI/WP
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GFI/WP
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GFI
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GFI/WP
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GFI
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D.B.
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GFI
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GFI
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GFI
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GFI @ 42" A.F.F.
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SD
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GFI
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3
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3
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3
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SCALE: 1/4"= 1'-0"
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ELECTRICAL PLAN
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H.B.
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ELECTRICAL PANEL
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200 AMP
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%%uELECTRICAL NOTES FOR FIRE RATED WALLS
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ELECTRICAL OUTLETS PLACED IN FIRE RATED WALLS SHALL BE IN
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CONFORMANCE WITH THE UNDERWRITERS LABORATORIES, INC.,
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FIRE RESISTANCE DIRECTORY, CURRENT EDITION. THESE
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REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE
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FOLLOWING SPECIFIC ITEMS:
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A) INDIVIDUAL OUTLET/SWITCH BOXES SHALL NOT EXCEED (16)
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SQUARE INCHES IN AREA.
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B) AGGREGATE AREA OF OUTLET/SWITCH BOXES SHALL NOT
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EXCEED (100) SQUARE INCHES WITHIN (100) SQUARE FEET OF
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WALL AREA.
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C) ALL OUTLET/SWITCH BOXES SHALL BE SECURELY ATTATCHED
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TO THE STUDS AND THE OPENING IN THE WALLBOARD FACING
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SHALL BE CUT SO THAT THE CLEARANCE BETWEEN THE BOX
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AND THE WALLBOARD DOES NOT EXCEED 1/8 INCH.
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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.
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VP
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K
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P
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OPT
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GFI
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NOTE: ALUMINUM WIRE OF EQUAL AMPERAGE MAY SUBSTITUTED
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3
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Electrical Notes:
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All outlets in wet areas and all exterior outlets to be GFI's
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All electrical equipment to be set at or above base flood elevation.
ZINC COATED G90, FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
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SYSTEM ROOF SHEATHING MANUFACTURERS PUBLISHED REQUIREMENTS. ALL FLASHING AND
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INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
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SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.
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DIMENSION PLACED PERPENDICULAR TO TRUSSES. A 1/8" SPACE BETWEEN ADJACENT
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GENERAL ROOF ASSEMBLY
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3
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RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER
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FULL ROUND HEAD, 2" NAIL LENGTH.
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INSTALL PANELS WITH LONG
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DOOR AND WINDOW ANCHORAGE
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ANCHORAGE REQUIREMENTS:- ALL PASS AND SLIDING GLASS DOORS AND ALL
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WINDOW ASSEMBLIES SHALL BE ANCHORED TO THE MAIN WIND FORCE RESISTING
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SYSTEM IN A MANNER SPECIFIED BY THE PUBLISHED MANUFACTURERS
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LITERATURE. THERE SHALL BE NO SUBSTITUTION OF ALTERNATE FASTENINGS UNLESS
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PROVIDED BY THE MANUFACTURER AND APPROVED BY THE BUILDING DESIGN ENGINEER.
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WOOD FRAMED OPENING:- ALL DOORS AND WINDOWS SHALL BE INSTALLED ACCORDING
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TO THE PUBLISHED MANUFACTURES LITERATURE OF THE ASSEMBLY BEING INSTALLED
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TO THE ROUGH SUBSTRATE OPENING. SHIMS SHALL BE MADE OF MATERIALS CAPABLE
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OF RESISTING THE APPLIED LOADS AND SHALL BE LOCATED NEAR EACH FRAME
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2
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FASTENERTO MINIMIZE DISTORTION OF THE FRAME AS THE FASTENERS ARE TIGHTENED.
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MASONRY OPENING
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WHERE WINDOW FRAME IS DESIGN TO FASTEN WITH SCREWS THROUGH THE FRAME
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AND INTO THE MASONRY, THE BUCK MATERIEL IS SIMPLY A SPACER. THE BUCK MAY
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BE FASTENED WITH T NAILS OR ANY SUITABLE FASTENER TO TACK IT INTO
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POSITION PRIOR TO WINDOW INSTALLATION. FASTEN WINDOW FRAME PER MFR
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INSTRUCTIONS. A WINDOW FASTENER SHALL PENETRATE MASONRY BY 2 1/4" MIN.
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WHERE WINDOW FRAME IS DESIGNED TO FASTEN ONLY TO THE WOOD BUCK
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(IE, FLANGED FRAME WITH WOOD SCREWS) THE BUCKS SHALL BE 2X WOOD WITH
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STRUCTURAL FASTENING TO THE MASONRY WITH 1/4X 3 3/4 MASONRY SCREWS
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@ 24" OC AND 6" FROM EACH END.
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DRIP EDGE
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DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLE ROOFS,
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LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM OF 1/2"
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BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINIMUM OF 2". DRIP
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EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL BE A
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MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
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COMPLY WITH CURRENT WIND CODE,
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B. RAFTERS, JOISTS, HEADERS AND BEAMS SYP #2.
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EXTERIOR BEARING WALLS,
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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8"X8"X16" CONC. BLOCK WITH LADDER STYLE JOINT REINFORCING AT 16" O.C.
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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%, 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
11-04-18
J.S.L.
SUBD
IV: M
ARBL
BROO
K TV
's
G.C.
D. #
1061
4
LOT:
308-
309
ADRS
: 106
62-1
0658
CRO
SSBA
CK L
ANE
D.R.
H. 57
9380
139/1
40
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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CORNER OF
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MID WALL
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FELT STRIP
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BUILDING
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CORNER BEAD
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WEEP SCREED
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FELT STRIP
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WIRE LATH
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EXPANSION JOINT
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OVER FELT
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OVER FELT STRIP
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BUILDING
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BUILDING
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FELT STRIP
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EXPANSION JOINT
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CORNER OF
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BUILDING
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MASONRY WALL
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OVER WIRE LATH
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EXPANSION JOINT
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OVER BLOCK WALL
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OVER WIRE LATH
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EXPANSION JOINT
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DECO. TEXTURED FINISH
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OVER WIRE LATH
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DECO. TEXTURED FINISH
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FRAME WALL
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FELT OVER
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FRAME WALL
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WIRE LATH
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OVER FELT
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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WIRE LATH OVER
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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FRAME WALL
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FELT PAPER
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MITER OVER SCREED
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WIRE THE CONTROL
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JOINT TO LATH WITH
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18 GA. GALVANIZED
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WIRE AT 7' O.C. MAX.
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AMICO M-TYPE
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CONTROL JOINT
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AMCJM-780 OR
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APPROVED EQUAL
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OVER LATH (CUT
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LATH BEHIND
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CONTROL JOINT 1/4'
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MIN. GAP) LOCATE
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OVER STUD ONLY
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AND PER NOTE 1
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FULLY EMBED BACK FACE
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OF WEEP SCREED IN
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CAULK. LET OOZE OUT AT
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CORNER AND SCREED 2"
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MIN. WIDTH
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MITER OUT CORNER
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BEAD AT
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MID WALL
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WEEP SCREED
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*
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NOTE 1:
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MAX OF 144 SQ. FT.
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BETWEEN CONTROL
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JOINTS. NOT GREATER
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THAN 18'-0"O.C. MAX
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AREA RATIO OF
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CONTROL JOINTS-2-2/1 TO 1
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(AT WOOD
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FRAME ONLY)
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*
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CAULK CENTER JOINT
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IN MID WALL WEEP
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SCREED 2" IN EA.
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DIRECTION AT CORNER
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WOOD FRAME
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MASONRY WALL
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%%UMASONRY WALL
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%%UMASONRY WALL
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MASONRY WALL
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%%UWEEP SCREED DETAIL
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INSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE
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WOOD STUD FRAMING IS ABOVE MASONRY WALLS.
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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MASONRY NAIL
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6" WIDE FELT
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METAL LATH
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MASONRY WALL
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PAPER BACK
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WALL SHEATHING
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WITH HOUSE WRAP
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OR ZIP SYSTEM
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WALL SHEATHING
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WOOD FRAMING EITHER FLOOR TRUSS OR GABLE END TRUSS
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C
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L
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FELT AND
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WEEP SCREED
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%%UMID WALL WEEP SCREED DETAIL
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OVER
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WITH FELT
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FRAME WALL
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WIRE LATH
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WOOD FRAME
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MASONRY WALL
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NOTE: EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND
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GABLE END WALLS, MUST HAVE RADIANT BARRIER AND HOUSE WRAP.
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RADIANT BARRIER:
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SCALE: N.T.S.
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ATTIC
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EXTERIOR
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GABLE WALL
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EXTERIOR
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STUD WALL
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OR TRUSS
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EXTERIOR PLYWOOD
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W/ RADIANT BARRIER
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ON ATTIC SIDE
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HOUSE WRAP
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ROOF
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RADIANT BARRIER
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GLUED TO PLYWOOD
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TOP CHORD
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ATTIC
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EXTERIOR
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SCALE: N.T.S.
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%%UPAN FLASHING PER R703.4
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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.
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"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.
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INSTALL "PAN" FLASHING AT THE SILL
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WHERE "PAN" FLASHING IS USED AT THE SILL, ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
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EXTERIOR WALL
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OPENING FOR WINDOW OR DOOR
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THE FLASHING INSTRUCTIONS FROM THE WINDOW / DOOR MFR., OR THE FLASHING MFR., SHALL SUPERCEDE THIS DETAIL.
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For in-depth flashing installation instructions, refer to the following publications: FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AAMA/WDMA 300