1624 ATLANTIC BEACH DR - PERMIT RES18-0059 DWGS3'33" 8.0' 4`-3' 8b"
W- r 2-0• 2.6' 26" 2-0° 3'-7 2'6 34' 3•-1P 4'3" 4^b• iy'-00" JO_
- oIn ODOR
$ OwER
GAS TANKLE55 q•.8^%a'$'
132"50 H
5TU GAS XNE.PAD
54L ®:'-0" PFF W/LEDAR
- 2°4°5H ICLOSIRE
Q SILL 0.3'5' AFF H.B.
46T WALL / _
EC--,
NCGA5 OM gSH GTS,Iu;yi SVL DR. SILL®'6"AT
sruE •r_ s < w/s
I `JI Looe
5U MERLKITAIEN a __ OFG __J SIL1l 6�AFF bLFti _ 'n
AN / t� cW LNDRY �.�-��, "' .
W/VENTED HBO C
o DINING L -- 11
A I I yYY CLG 61/h L�'.___ Pr�p �L DOOR 1513/&.WN.
(PL 50U'J CORE 09 2.0
a
Pa
ZD /1 ZN NU`E FIRE RATED
I I a• �'s' 0 a` -s fi s-3' s6 Gf// MUS 5
I I urcLG. e�
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I x I
O II �� � � STORAGE M DacrG W/ %� A{� l^
4%4 P.T. POST �I� UNDER OL681E5 AW is G 1RAQE—_.-
I wxnPPEDro a ^$ _ _ .ARS- NMLAI
I
m LANAI Zoa
KITCHEN
1 FAMILY - -- �� WAILS XT4EIAGARAGE AWR SIOEWE
N 14T0eECQVERVgw1' MINIMUMG PS -A4
y 50ARD ON GtR ^E 5i0EOF5PJ I WALL —
•.W 2- 3-5AFF
R i i is LLG. 20 ® SILL
- UP 19 RI5ER5 GA,%
1St FLOOR FLAN
NOTE TO FRAMER:
EXTERIOR WALLS NSET1/ " r OM SLAB EDGE
--�I.' --i ,V � �Ai
AUC
NOTES
1. DOORS AND WINDOWS ARE APPROXIMATE
FINISHED SIZES; REFER TO MFG'S
SPECIFICATIONS FOR ROUGH OPENIN65
PRIOR TO FRAMING
2. W/5 LOOP
3. PREPLUMB LNDRY SINK
4. RELOCATE KITCHEN 5 N TO ISLAND
5. ISOKERN VENTLE55 GAS FIREPLACE
6.46"h WALL W/ CAP AT LANAI
7. PREPLUMB SUMMER KITCHEN W/ VENTED
HOOD
8. FR. DOOR AT OWNERS SUITE TO LANAI
9. OUTDOOR SHOWER W/ CEDAR ENCLOSURE
10, GARAGE SVG DOOR
11. GAS DROP AT FRONT PORCH
REVISIONS
rk-WEkSIDE
HOMES
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www. myriversidehome. com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
1st Floor Plan
1624 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
OFFICE COPY r
Drawn By ARJ Sheet
l 11
MECHANICAL EQUIPMENT NOTES:
5Q. FTG.
FDC -8302.5.2: DUCTS IN GARAGE SHALL BE MIN 26
15T FLOOR LIrNG
GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE
- FR DR
ALLOWED,
TOTAL LMNG —
FBC-R, M1305.11: MIN 4" CLEARANCE REQUIRED AROUND
2s5a 511
SILL 02'6'AFF I
i po�Yr
SITTI
N
a
715/32"RI5E
10'RUN
.-T.
LANAI
sue
.
DECK
I
TOTAL COVERED
Ta"
[v
�
J
N
I
-
s
6
I
FOYER
MICHAEL STAUFFER, ARCHITECT, AR13908
J.
r
1093 A1A BEACH BLVD. SUITE #330
329
b
2° f SH
ISOKERN
VEWLE55 GA5
459°',
ZQ
¢ "�
3'
suLwz6°
I I/.
I I
12627 San Jose Blvd
Suit. 702
/,
LL
Jacksonville, 32223
904.260.3333 19 —00
"
3°5� SH
FIREPLACE17
�'/
55Y
EGRE55
1St FLOOR FLAN
NOTE TO FRAMER:
EXTERIOR WALLS NSET1/ " r OM SLAB EDGE
--�I.' --i ,V � �Ai
AUC
NOTES
1. DOORS AND WINDOWS ARE APPROXIMATE
FINISHED SIZES; REFER TO MFG'S
SPECIFICATIONS FOR ROUGH OPENIN65
PRIOR TO FRAMING
2. W/5 LOOP
3. PREPLUMB LNDRY SINK
4. RELOCATE KITCHEN 5 N TO ISLAND
5. ISOKERN VENTLE55 GAS FIREPLACE
6.46"h WALL W/ CAP AT LANAI
7. PREPLUMB SUMMER KITCHEN W/ VENTED
HOOD
8. FR. DOOR AT OWNERS SUITE TO LANAI
9. OUTDOOR SHOWER W/ CEDAR ENCLOSURE
10, GARAGE SVG DOOR
11. GAS DROP AT FRONT PORCH
REVISIONS
rk-WEkSIDE
HOMES
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www. myriversidehome. com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
1st Floor Plan
1624 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
OFFICE COPY r
Drawn By ARJ Sheet
l 11
MECHANICAL EQUIPMENT NOTES:
5Q. FTG.
FDC -8302.5.2: DUCTS IN GARAGE SHALL BE MIN 26
15T FLOOR LIrNG
GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE
2ND FLOOR LIVING
ALLOWED,
TOTAL LMNG —
FBC-R, M1305.11: MIN 4" CLEARANCE REQUIRED AROUND
GARAGE —
ALL SIDES OF MECHANICAL EQUIPMENT AND
PORCH
715/32"RI5E
10'RUN
.-T.
LANAI
sue
.
DECK
I
TOTAL COVERED
Ta"
22028
ANCHORED IN ACCORDANCE WITH FBC-R, SECTION
etr
-
s
6
DESIGN BY:
FOYER
MICHAEL STAUFFER, ARCHITECT, AR13908
I I
r
1093 A1A BEACH BLVD. SUITE #330
329
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
174
ISOKERN
VEWLE55 GA5
459°',
ZQ
¢ "�
3'
I I/.
I I
12627 San Jose Blvd
Suit. 702
/,
LL
Jacksonville, 32223
904.260.3333 19 —00
"
5T
FIREPLACE17
�'/
55Y
I I
�
ii WPR
2.
10CLG
�Ey1V
esti
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I I
fpr"
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O
T
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--
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TANGLES 5TU0
GA5 WH
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TMPRD TMPRDGLS
7'-2° EICL
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g.b' AFF V -'S}"
t2a
R%-"�•'"
&-z
rr-ra n'- 3'-n s 5'
s'-:
1St FLOOR FLAN
NOTE TO FRAMER:
EXTERIOR WALLS NSET1/ " r OM SLAB EDGE
--�I.' --i ,V � �Ai
AUC
NOTES
1. DOORS AND WINDOWS ARE APPROXIMATE
FINISHED SIZES; REFER TO MFG'S
SPECIFICATIONS FOR ROUGH OPENIN65
PRIOR TO FRAMING
2. W/5 LOOP
3. PREPLUMB LNDRY SINK
4. RELOCATE KITCHEN 5 N TO ISLAND
5. ISOKERN VENTLE55 GAS FIREPLACE
6.46"h WALL W/ CAP AT LANAI
7. PREPLUMB SUMMER KITCHEN W/ VENTED
HOOD
8. FR. DOOR AT OWNERS SUITE TO LANAI
9. OUTDOOR SHOWER W/ CEDAR ENCLOSURE
10, GARAGE SVG DOOR
11. GAS DROP AT FRONT PORCH
REVISIONS
rk-WEkSIDE
HOMES
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www. myriversidehome. com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
1st Floor Plan
1624 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
OFFICE COPY r
Drawn By ARJ Sheet
l 11
MECHANICAL EQUIPMENT NOTES:
5Q. FTG.
FDC -8302.5.2: DUCTS IN GARAGE SHALL BE MIN 26
15T FLOOR LIrNG
GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE
2ND FLOOR LIVING
ALLOWED,
TOTAL LMNG —
FBC-R, M1305.11: MIN 4" CLEARANCE REQUIRED AROUND
GARAGE —
ALL SIDES OF MECHANICAL EQUIPMENT AND
PORCH
COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH
LANAI
OF THE ENCL05ING SPACE BEING AT LEAST 12" WIDER
DECK
THAN THE FURNACE OR AIR HANDLER
TOTAL COVERED
GROUND -MOUNTED MECHANICAL UNITS SHALL DE
22028
ANCHORED IN ACCORDANCE WITH FBC-R, SECTION
C°ntractrn o"I verify aryl Se responsible for diI—ib argil
M1307.2.
Date 10.30.2017
Scale
1/4" = V-0"
Of
Plan
Hampton- B
10
W'ntun durl -i. shall have precedence over scale amr,Fbims.
22028
C°ntractrn o"I verify aryl Se responsible for diI—ib argil
1118
°atultticns °f she job.
3346
DESIGN BY:
569
MICHAEL STAUFFER, ARCHITECT, AR13908
150
1093 A1A BEACH BLVD. SUITE #330
329
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
174
459°',
DRAFTING BY:
12627 San Jose Blvd
Suit. 702
Jacksonville, 32223
904.260.3333 19 —00
NOTE:
E RAY FO M ATTIC INSULATION - NO
VENTING R QUIKED
Duct Sized per ASHRAE Standards 7, p -
Friction Loss= og
Static- 12
Total CFMs= 439a
Duct Sizes shoo n in Area X Length
TEL= 19I3
C = CFM on Drawing
`• NOTES
1. DOORS AND WINDOW5 ARE APPROXIMATE
FINISHED SIZES; REFER TO MFG15
SPECIFICATIONS FOR ROUGH OPENINGS
PRIOR TO FRAMING
�- 1
11 ll
�.IVERSIDE
HOMES
Build With• Confidence
12276 San Jose Blvd, Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mynvemidehome.com
Lot 156
Atlantic Beach
Country Club
Romano Residence
Roof Plan/2nd Floor Plan
1624 Atlantic Beach Drive
Atlantic Beach, FL 32233
G1
Drawn By ARJ Sheet
Date 10.30. 017 A2
Scale 1/4" = 1'-0"
of
Plan Hampton- B 9
Written dMensions shall havo precedence aver scale dimensions.
Corrtractors shall verify and be resporeible far dime Mi and
conditions of the Jct .
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1043 AIA BEACH BLVD, SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
12627 San Jose Blvd
��� Suite 702
a�1Pu, Jacksonville, FL 32223
naaa, ❑ni�l.]K 904.260.3319
PITCH li
II
Friction Loss= aOg
itI;
c
_1
A4
Static =
jL
II
Total CFMs = 860
45.12
Duct Sizes shown in Area X Length
.TEL= lqo
- C = CFM on Drawing
r
2.$.
Y5- SH
nm
3°5° SH
it
t02-0'RF'
— EGRE55
ILLG2'-O'AFF
EGRE55'1
a
--
F
I
�y
N
MEG.
DK #4
-
o
QLS�I�
1401Fr
—Ras.
Duct Sized per ASHRAE Standards 7, p -
Friction Loss= og
Static- 12
Total CFMs= 439a
Duct Sizes shoo n in Area X Length
TEL= 19I3
C = CFM on Drawing
`• NOTES
1. DOORS AND WINDOW5 ARE APPROXIMATE
FINISHED SIZES; REFER TO MFG15
SPECIFICATIONS FOR ROUGH OPENINGS
PRIOR TO FRAMING
�- 1
11 ll
�.IVERSIDE
HOMES
Build With• Confidence
12276 San Jose Blvd, Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mynvemidehome.com
Lot 156
Atlantic Beach
Country Club
Romano Residence
Roof Plan/2nd Floor Plan
1624 Atlantic Beach Drive
Atlantic Beach, FL 32233
G1
Drawn By ARJ Sheet
Date 10.30. 017 A2
Scale 1/4" = 1'-0"
of
Plan Hampton- B 9
Written dMensions shall havo precedence aver scale dimensions.
Corrtractors shall verify and be resporeible far dime Mi and
conditions of the Jct .
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1043 AIA BEACH BLVD, SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
12627 San Jose Blvd
��� Suite 702
a�1Pu, Jacksonville, FL 32223
naaa, ❑ni�l.]K 904.260.3319
Duct Sized per ASHRAE Standards Z7pw
Friction Loss= aOg
Static =
-
Total CFMs = 860
Duct Sizes shown in Area X Length
.TEL= lqo
- C = CFM on Drawing
r
2.$.
Y5- SH
nm
3°5° SH
7 ! YV
L
t02-0'RF'
— EGRE55
ILLG2'-O'AFF
EGRE55'1
--
yi r
N
MEG.
DK #4
QLS�I�
1401Fr
—Ras.
Duct Sized per ASHRAE Standards 7, p -
Friction Loss= og
Static- 12
Total CFMs= 439a
Duct Sizes shoo n in Area X Length
TEL= 19I3
C = CFM on Drawing
`• NOTES
1. DOORS AND WINDOW5 ARE APPROXIMATE
FINISHED SIZES; REFER TO MFG15
SPECIFICATIONS FOR ROUGH OPENINGS
PRIOR TO FRAMING
�- 1
11 ll
�.IVERSIDE
HOMES
Build With• Confidence
12276 San Jose Blvd, Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mynvemidehome.com
Lot 156
Atlantic Beach
Country Club
Romano Residence
Roof Plan/2nd Floor Plan
1624 Atlantic Beach Drive
Atlantic Beach, FL 32233
G1
Drawn By ARJ Sheet
Date 10.30. 017 A2
Scale 1/4" = 1'-0"
of
Plan Hampton- B 9
Written dMensions shall havo precedence aver scale dimensions.
Corrtractors shall verify and be resporeible far dime Mi and
conditions of the Jct .
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1043 AIA BEACH BLVD, SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
12627 San Jose Blvd
��� Suite 702
a�1Pu, Jacksonville, FL 32223
naaa, ❑ni�l.]K 904.260.3319
DIMENSIONAL FIBERGLASS
SHINGLES (TYP)
BUILDING HEIGHT
PLATE HEIGHT
FINISHED FLOOR
PLATF HEIGHT
FINISHED FLOOR
0
" GRADE
PLATE HEIGHT
12
DIMENSIONAL 8�
FIBERGLASS
SHINGLES (TYP)
FINISHED FLOOR
PLATE HEIGHT
2" TRIM CAP OVER
10" TRIM BAND
6" TRIM TYP.
2" TRIM BAND
4" TRIM BAND
10" SMOOTH STUCCO BAND
FINISHED FLOOR
+' GRAPF
12
4.5 (—
18" SHUTTER (TYP)
6" TRIM TYP.
STUCCO FINISH
12
8[ ""o
11,11
.1 Lm r01
'� . 1.1
z
D2
al
CEMENT BOARD
SIDING TYP.
BAHAMA
SHUTTER
� 20" OVERHANG W1
�– EXPOSED RAFTER
TAILS TYP.
Ff�ONT ELEVATION
�I�IE�J11 r I U
F11�-
DIMENSIONAL
FIBERGLASS
SHINGLES (TYP)
6" TRIM TYP.
12
8
12
9
X-10991_•ill _ _ Lim MEN- - -10" SMOOTH STUCCO 3ANPml
12
PLATE HEIGHT
.STRUCTURAL
BRACKET TYP.
BAHAMA
SHUTTER
0
OUTDOOR SHOWER W1
OSURE
5'-10" HEIGHT
STUCCO FINISH
CEMENT BOARD
SIDING TYP.
FINISHED FLOOR
0
_ GRADE +1
COMMUNITY
APPROVE
PLATE HEIGHT
STRUCTURAL
BRACKET TYP.
BAHAMA
SHUTTER
FINISHED FLOOR
0
STUCCO FINISH cv
GRADE +'
:s it
R.[VERSIDE
HOMES
.■
Build With Confidence
122 76.San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mytiversidehome.com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
Elevations
1624 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ Sheet
Date 10.30.2017 A4t
Scale 1/4" = 1'-0"
Plan of
Hampton- B 10—')
Written dimensions Shall have precedence over Scale dimen5ion5.
Contractors shall verify and be re5pon5ible for dimensions and
conditions of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 Al BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
12627 San Jose Blvd
N
Suite 702
,rd1east Jacksonville, FL 32223
Floriaa v,>,gn, Inc. 904.260.3319
o)
2'-0" 2-6" 2-6" 2'1
(3) 2°50 5H
SILL Ca 3'-0" AFF
46"h WALL W/ CAP
OSTUB
� STUB
PREPLUMB
SUMMER KITCHEN cs�
W/ VENTED HOOD
DINING
u, 15-0" X 10'-0"
10' GLG.
0
3" o
cfl
4x4 P.T. POST
WRAPPED TO
8x16
LANAI
9'1 X 28'-8"
10'-1 J"PL. HT. 311
2856 SH
&I SILL @ 2'-r AF
3'56 SH
H.B. SILL @ 211
EGRESS
4'-0" I.
41-011
`c,
T
2 2 36 SH
DHC � O
II
it
II
I I
I
10'CLG.
d�
A/C
COMP.
3346
Al
OM .
OHC �
----N
---J SILL
L---
9. OUTDOOR SHOWER W/ CEDAR ENCLOSURE
Cil
W
i1 10'CLG'
LANAI
28 v
FAMILY
rL
FR. DR.
WALLS BETA -ElN
cis
2856 5H
N
Q
SILL @ 2'-6" AFF
c TO BE GOVERN
w% 71' MINIMUM G
1'SUM
o ROOM
�N
PKT
BOARD ON G R
N G
WALL
K
<
SITTING
(J) Y
<Dn
4'-0" X 10-11"
50LIP CORE OR 20
CN
10' GLG. I
R & SH
N
cn
FIRE RATED
F\1I
I
c= c9
I
HEADER @ 8'
Q
I
N
I I
UP 19 RISERS o
GA
2856 SH
&I SILL @ 2'-r AF
3'56 SH
H.B. SILL @ 211
EGRESS
4'-0" I.
41-011
`c,
T
371
3 0"
OUTDOOR
SHOWER
GAS
TANKLE55 4'-8"X4'-8"
5TU GAS WH
ONG PAD
W/ r FDAIZ
2646 SH I.NCLOSURE
SILL @ 3'1 AFF ZL
5 SH GAS i cn SVC. DR.
STUB;
F1 W/S
i w
2 2 36 SH
DHC � O
iOHC
I
10'CLG.
LU
o m
"---� LNDRY
i p r --moi
o
A/C
COMP.
3346
Al
OM .
OHC �
----N
---J SILL
371
3 0"
OUTDOOR
SHOWER
GAS
TANKLE55 4'-8"X4'-8"
5TU GAS WH
ONG PAD
W/ r FDAIZ
2646 SH I.NCLOSURE
SILL @ 3'1 AFF ZL
5 SH GAS i cn SVC. DR.
STUB;
F1 W/S
i w
24'-4"
14'-10"
GARAGE
23'1 X 21'-7"
10'-1 J" PL. HT.
(j
2 2 36 SH
DHC � O
iOHC
I
10'CLG.
LU
o m
"---� LNDRY
i p r --moi
o
_ooP
3346
GARAGE
OHC �
----N
---J SILL
L---
9. OUTDOOR SHOWER W/ CEDAR ENCLOSURE
KITCHEN
W
i1 10'CLG'
LANAI
FAMILY
rL
DECK ,
WALLS BETA -ElN
cis
x I i I i) �L_ J�
L�JI L_— —
14'1 X 13'1
c TO BE GOVERN
w% 71' MINIMUM G
1'SUM
o ROOM
PKT
BOARD ON G R
DOOR 1513/8" MIN.
WALL
-
REF.GBL.
I
50LIP CORE OR 20
f ----1 OVENS
R & SH
10' CLG.
FIRE RATED
F\1I
I
12X,12 CMJ CDLUMN
MUDINUTE
10'CLG.STORAG
HEADER @ 8'
Q
I I
UP 19 RISERS o
GA
I I
YANP
715/32" P15E
STUB
1D" RUN
=
�I,�c4o
MUI<oGAS
( I
r
x
>>
2 WALL
UNDER CU0
70" 21-0"
3'-7' 3'1
T �
�>
5TU
STAIRS SL
1C
1C'_2"
I�F<-NI
2..
SII
O o
0o
v c i I
1'-5"
o
II�
�8
40
FOYER
STUDY
9
IJ'
L- — -A
24'-4"
14'-10"
GARAGE
23'1 X 21'-7"
10'-1 J" PL. HT.
(j
1. DOORS AND WINDOWS ARE APPROXIMATE
`SII oLLj
710:
I
I
V
TOTAL LIVING
3346
GARAGE
6.46"h WALL W/ CAP AT LANAI
7. PREPLUMB SUMMER KITCHEN W/ VENTED
569
PORCH
9. OUTDOOR SHOWER W/ CEDAR ENCLOSURE
KITCHEN
180
LANAI
FAMILY
rL
DECK ,
WALLS BETA -ElN
GARAGE AND
SIDENCE
14'1 X 13'1
c TO BE GOVERN
w% 71' MINIMUM G
1'SUM
o ROOM
10'GLG.
BOARD ON G R
GE SIDE OF STU
WALL
-
REF.GBL.
I
19'-8" X 19'4"
f ----1 OVENS
R & SH
10' CLG.
------- — i DRAWER
F\1I
I
12X,12 CMJ CDLUMN
O
HEADER @ 8'
Q
I I
UP 19 RISERS o
GA
I I
J& SHE LF
715/32" P15E
STUB
1D" RUN
=
�I,�c4o
( I
r
x
>>
2 WALL
OWNERS
5 3
70" 21-0"
3'-7' 3'1
T �
�>
� � ,;�
1C
1C'_2"
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101-0"
1710"
15t FLOOR FLAN-
No-rE
TO E1\AME12:
EXTERIOR WALLS INSET 1/2" FROM SLAB EDGE
23'-4"
MECHANICAL. EQUTMENT NOTES:
F[3C-8302.5.2: DUCTS IN GARAGE SHALL DE MIN 26
GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE
ALLOWED.
FBC-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND
ALL SIDES OF MECHANICAL EQUIPMENT AND
COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH
OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER
THAN THE FURNACE OR AIR HANDLER
GROUND -MOUNTED MECHANICAL UNITS SHALL 6E
ANCHORED IN ACCORDANCE WITH FBC-R, SECTION
M1307.2.
3°56 SH
SILL Q 2'-6"'j FF
3°56 SH
SILL @ 2--6' AFF
5'-0"
0
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li`I DE�EI.OPME��
�pMMUN E.®
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1. DOORS AND WINDOWS ARE APPROXIMATE
15T FLOOR LIVING
2228
2ND FLOOR LIVING
V
TOTAL LIVING
3346
GARAGE
6.46"h WALL W/ CAP AT LANAI
7. PREPLUMB SUMMER KITCHEN W/ VENTED
569
PORCH
9. OUTDOOR SHOWER W/ CEDAR ENCLOSURE
10. GARAGE SVC. DOOR
180
LANAI
rL
DECK ,
174
"TOTAL COVERED
4598
ono
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1'-10" L 3'-0" 71 ENCL.
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12'-0"
10'-5 "
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15'1
15t FLOOR FLAN-
No-rE
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EXTERIOR WALLS INSET 1/2" FROM SLAB EDGE
23'-4"
MECHANICAL. EQUTMENT NOTES:
F[3C-8302.5.2: DUCTS IN GARAGE SHALL DE MIN 26
GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE
ALLOWED.
FBC-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND
ALL SIDES OF MECHANICAL EQUIPMENT AND
COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH
OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER
THAN THE FURNACE OR AIR HANDLER
GROUND -MOUNTED MECHANICAL UNITS SHALL 6E
ANCHORED IN ACCORDANCE WITH FBC-R, SECTION
M1307.2.
3°56 SH
SILL Q 2'-6"'j FF
3°56 SH
SILL @ 2--6' AFF
5'-0"
0
0
O
o�
6�
d -
li`I DE�EI.OPME��
�pMMUN E.®
AP'svko%
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1. DOORS AND WINDOWS ARE APPROXIMATE
15T FLOOR LIVING
2228
2ND FLOOR LIVING
1118
TOTAL LIVING
3346
GARAGE
6.46"h WALL W/ CAP AT LANAI
7. PREPLUMB SUMMER KITCHEN W/ VENTED
569
PORCH
9. OUTDOOR SHOWER W/ CEDAR ENCLOSURE
10. GARAGE SVC. DOOR
180
LANAI
329
DECK ,
174
"TOTAL COVERED
4598
N U 1 'hN
1. DOORS AND WINDOWS ARE APPROXIMATE
FINISHED SIZE:"); REFER TO MFG'S
SPECIFICATIONS FOR ROUGH OPENINGS
PRIOR TO FRAMING
2. W/S LOOP
3. PREPLUMP> LNDRY SINK
4. RELOCATE KITCHEN SINK TO ISLAND
5. ISOKERN VENTLESS GAS FIREPLACE
6.46"h WALL W/ CAP AT LANAI
7. PREPLUMB SUMMER KITCHEN W/ VENTED
HOOD
8. FR. DOOR AT OWNERS SUITE TO LANAI
9. OUTDOOR SHOWER W/ CEDAR ENCLOSURE
10. GARAGE SVC. DOOR
11. GAS DROP AT FRONT PORCH
REVISIONS
&-.l -JLPA*"\
A log
KIVERSIDE
HOMES
ss
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.myiiversidehome.com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
1st Floor Plan
1624 Atlantic Beach Drive
Atlantic Beach, F1. 32233
Drawn By ARJ Sheet
Date 10.30.2017 Al
Scale 1/4" = 1'-0"
of
Plan
Hampton- B 10
Written dimen5ion5 5ha11 have precedence over Scale dimen5ion5.
Contractors shall verify and be, re5pon5ible for dimen5ion5 and
conditions of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 AIA BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
N]
12627 San Jose Blvd
Smite 702
rtheasc Jacksonville, PL 32223
Florian Design, rn,m. 904.260.3319
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GENERAL STAIR DETA1�_ SCALE: N.T.S.
"STAIR NOTES:
ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDfi0NS, FLOOR COVERINGS, AND/OR
VARIANCES IN CONSTRUCTION MATERIAL. ACTUAL CONSTRUCTION MUST COMPLY
W/ 8311.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL,
MAXIMUM RISER HEIGHT: 7-314"
MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING)
MAXIMUM R15ER HEIGHT VARIATION: 3l8" (ENTIRE FLIGHT)
MINIMUM STAIR WIDTH: 36"
MhIIMUM HEADROOM CLEARANCE: 6-8" (ABOVE NOSING)
"HANDRAIL NOTES:
ACTUAL CONSTRUCTION MUST COMPLY
W/ 8311.7.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL.
HANDRAILS SHALL NOT BE LE55 THAN 34" OR MORE THAN W' IN HEIGHT ABOVE THE STAIR NOSING.
HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS.
HANDRAILS SHALL BE 11/2" CLEAR OF ALL ADJACENT `145H
MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE
IN NEWEL F05TS OR SAFE TERMINALS.
HANDRAILS SHALL BE 11/4"-2" IN CR05S SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, AND EDGES
SHALL HAVE A MIN RADIUS OF 0.01'.
HANDRAIL CONSTRUCTION SHALL BE ABLE TO RE515T A LOAD OF 200 1-135 APPLIED IN ANY DIRECTION AT
ANY POINT ALONG THE TOP RAIL.
STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL
BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR
THE PRODUCTS THEY PROVIDE OR INSTALL
OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR
AN ORNAMENTAL PATTERN SUCH THAT A
4' DIAMETER SPHERE CANNOT PASS THROUGH.
THE GUARDRAIL CONSTRUCTION SHALL BE
ABLE TO RES15T A LOAD OF 20 L05
PER LINEAL FOOT APPLIED
HORIZONTALLY ALONG THE TOP RAIL.
GUARDRAILS SHALL NOT BE
LE55 THAN 36" IN HEIGHT.
THE TRIANGULAR OPENINGS
AT STAIR TREAD, RISER, &
BOTTOM SHALL BE SUCH
THAT A 6" DIAMETER
SPHERE CANNOT PASS THROUGH.
2� �d
M SPHERE
MAY NOT PA55
TROUGH
6" SPHERE
MAY NOT PAS
THROUGH
I
2ND FLOOR PLAN
UNIT`(DE�E�OPMENI
COMM
Jr %% PROVED
-mom
o\
KIVERSIDE�
HOMES
me
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mytiversidehome.com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
Roof Plan/2nd Floor Plan
1624 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
(0 -Drawn By ARJ Sheet
Date 10.30.2017 A2
Scale 1/411 = 1'-011
Plan of ^
Hampton- B 1�.
Written dimensions Shall have precedence over Scale dimen5ion5.
Contractors Shall verify and be re5pon5ible for dimen5ion5 and
conditions of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 AIA BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
12627 San Jose Blvd
Suite 702
Nordieast. Jacksonville, AFL 32223
Florian Des, Inc. 904.260.3319
16-0"
1.21:
F -{------------ }------------r �T-- --=J--L,�--
85'-4"
r-------------------- i
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11'-., i,
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21'-11"
24'-4"
H.D.
— — — — — — — — — — — — — — — —
I
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AS
2'-0" I . -TI 1P
4'-O•'
_'(ANKLE55 — — —
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85-4"
— — — — — — — — — — — — — — — — — — — I— — — — — — — — — —
4'-P�'
8.2:.
FOUNDATION LAYOUT
NnTF-
F UND/,�TION LAYOUT FOF\ CONCRETE F01\MING
AND PLUM13ING LOCATION REFERENCE ONLY.
REFER TO ASSOCIATE) ENGINEERING DRAWING
FOR FOOTER LOCATIONS AND DETAILS.
15'-2
D
coMMU Ai
kp p o\j
1N U 1 hN
1. W/S LOOF
2. FXEFLUMB LNDRY SINK
3. RELOCATE KITCHEN SINK TO ISLAND
4. GAS STU6 AT FIREPLACE
5. PREPLUM13 SUMMER KITCHEN
S. OUTDOOR SHOWER W/ CEDAR ENCLOSURE
7. GARAGE SVC. DOOR
8. GAS DROP AT FRONT PORCH
REVISIONS
-- -- -
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A /C
11
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— — — — — — — — — — — — — — — — — — — I— — — — — — — — — —
4'-P�'
8.2:.
FOUNDATION LAYOUT
NnTF-
F UND/,�TION LAYOUT FOF\ CONCRETE F01\MING
AND PLUM13ING LOCATION REFERENCE ONLY.
REFER TO ASSOCIATE) ENGINEERING DRAWING
FOR FOOTER LOCATIONS AND DETAILS.
15'-2
D
coMMU Ai
kp p o\j
1N U 1 hN
1. W/S LOOF
2. FXEFLUMB LNDRY SINK
3. RELOCATE KITCHEN SINK TO ISLAND
4. GAS STU6 AT FIREPLACE
5. PREPLUM13 SUMMER KITCHEN
S. OUTDOOR SHOWER W/ CEDAR ENCLOSURE
7. GARAGE SVC. DOOR
8. GAS DROP AT FRONT PORCH
REVISIONS
Ira sale
RIVERSIDE
HOMES
me_
Bund With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mynversideliome.com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
Foundation Layout
1624 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ Sheet
Date 10.30.2017 A3
Scale 1/4" = 1'-0"
Plan of
Hampton- B 10 J
Written dimen5ion5 5ha11 have precedence over Scale dimen5ion5.
Contractors 51hal! verify and be re5pon5ible for dimen5i0n5 and
conditions of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 AIA BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
12627 San Jose Blvd
- Suite 702
- cast Jacksonville, FL 32223
-Florida D: 904.260.331.9
PLATE HEIGHT
FINISHED FLOOR
PLATE HEIGHT
2" TRIM CAP OVER
10" TRIM RAND
6" TRIM TYP.
2" TRIM RAND
4" TRIM RAND
10" SM001H STUCCO RAND
FINISHED FLOOR
GRADE
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1 _ EXPOSED RAFTER
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� Ir
DIMENSIONAL
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6" TRIM TYP.
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PLATE HEIGHT
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CEDAR ENCLOSURE
FINISHED FLOOR
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STUCCO FINISH
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A0: also
P, IVER.SIDE
HOMES
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.ntytiversidehome.com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
Elevations
1624 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ Sheet
Date 10.30.2017 A4
Scale 1/4" = 1'-0"
of
Plan
Hampton- I 0.J
Written dirnen5ion5 Shall have precedence, over Scale dimensions.
Contractors Shall verify and be re5pon5ib1e for dimen5ion5 and
Gond ition5 of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 A1A BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY;
12627 San Jose Blvd
Th 12 3 Suite 702
N-rffieasc Jacksonville, SEL 32223
Florida I csip, Inc. 904.260.3319
PLATE HEIGHT
BAHAMA
SHUTTER
STRUCTURAL
i� BRACKET TYP
STUCCO FINISH
FINISHED FLOOR
0
c�
+' GRADE
PLATE HEIGHT
OUTDOOR SHOWER W/
GEDA�.
f` 5'-10" HEIGHT
0
FINISHED FLOOR
0
GRADE
12
4.51
U
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12
81
12
4.5 �
DIMENSIONAL
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(NP)
�8
12
14.5
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FIBERGLASS SHINGLES
(TYP)
12
81
12
REAR ELE-VATION
6" TRIM TYP.
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SIDING TYP.
20" OVERHANG W/
EXPOSED RAFTER
TAILS TYP.
6" TRIM TYP.
CEMENT BOARD
SIDING TYP.
2" TRIM CAP OVF-R
10" TRIM BAND
— 6" TRIM TYP.
— 2" TRIM BAND
— 4" TRIM BAND
6" TRIM TYP.
10" SMOOTH
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12
PLATE HEIGHT
FINISHED FLOOR
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PLATE HEIGHT
FINISHED FLOOR
0
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FINISHED FLOOR
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1.46"h WALL W/ CAP AT LANAI
2. FR. DOOR AT OWNERS SUITE TO LANAI
OUTDOOR SHOWER W/ CEDAR ENCLOSURE
4. GARAGE SVC. DOOR
REVISIONS
REV HEIGHT OF OUTDOOR SHOWER
02.07.18
Oman
RIVERSIDE
HOMES
::
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mytiversidehome.com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
Elevations
1624 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ Sheet
Date 10.30.2017 A5
Scale „ —_
1/4 11-011
Plan of
Hampton- B 10
Written dimen5ion5 Shall have precedence over Scale dimen5ion5.
Contractors 5ha11 verify and be re5pon5ible for dimen5ion5 and
conditions of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 A1A BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
..... 12627 San Jose Blvd
Suite 702
=- ortheast Jacksonville, FL 32223
Florida Deign, Inc. 904.260.3319
PLATE HEIGHT
BAHAMA
SHUTTFR
STRUCTURAL
BRACKET TYP
STUCCO FINISH
FINISHED FLOOR
GRADE
12
81
12.
4.5
DIMENSIONAL
FIBERGLASS SHINGLES
(TYP)
12
18
12
20" OVERHANG W/
EXPOSED RAFTER
TAILS TYP.
6" TRIM TYP.
CEMENT 50ARD
SIDING TYP.
PLATE HEIGHT
DIMENSIONAL
FIBERGLASS SHINGLES
(TYP)
12
4.5 r
REAR ELEVATION
12
-1g
a�r1►'�►�r�iiri■irrl
1` 1nil SHINGLES (TYF)
■■ 1�.DIMENSIONAL F113ERGLASS
.�■■ice■■■■1�■■■■1�■■■■1�■■■■I�H■■n ��._ � � ■ � �1��1��11���1r�■�11�m%I�n��
NONE
� .� 1111 1�I ��. � ■Illnl■ n■■�1■1�.. ,
.� �� 11�■� Illl■111�1 �� �'� i Ir �� ►.
SVC. DOOR J 1UTDOOR SHOWER W/
CEDAR ENCLOSURE
RIGHT SIDE ELEVATION
COMMUNITY DEVELOPMENT
ENIE
— _ PLATE HEIGHT
— — FINISHED FLOOR
T
PLATE HEIGHT
FINISHED FLOOR
0
N
GRADE +�
06 Mn
KIVEKSIDE
HOMES
::
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
imm myriversidehome. com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
Elevations
1624 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ Sheet
Date 10.30.2017
Scale 1i411 = it -Off
Plan of / 1 1 O
Hampton- B ,�'
Written dimen5ion5 Shall have prec once over Scale dimensions.
Contractors Shall verify and b e5pon5ible for dimen5ion5 and
conditio of the job.
DESIGN BY:
MICHAEL STAUFFEARCHITECT, AR13908
1093 AiA BEACH VD. SUITE #330
ST. AUGUSTIN EACH, FL 32080
TELEPHONE: 4-471-2552
DRAF G BY:
12627 San Jose Blvd
Suite 702
orth 25t Jacksonville, FL 32223
Ftor �a DISI , Inc. 904.260.3 319
0
�a
06
PREWIRE SUMMER
/
} ANG5CAPE
A/C A/C CIRCUIT
/
COMP. COMP.
IRRIGA ION I D I
CIRCU T ¢ n i W/5
U _ I �OCF.
KITCHEN WI VENTED �1 I II f�' r �j- ,�
HOOD ` I I I
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ELECTRICAL LEGEND
110 DUPLEX OUTLET
HALF -SWITCHED OUTLET
&q GFI DUPLEX OUTLET
&p/GF1 WEATHER PROTECTED OUTLET
=& CEILING OUTLET
® FLOOR OUTLET
& 220 OUTLET
® SPECIAL PURPOSE OUTLET
SWITCH
3 3 -WAY SWITCH
$4 4 -WAY SWITCH
o DIMMER SWITCH
0 TELEPHONE
CABLE TV
PREWIRE & BRACE
CEILING FAN WITH LIGHT
® FANEL DOX
-0- CEILING MOUNTED LIGHT
-(p�Y FULL -CHAIN
(> WALL MOUNTED LIGHT
pI IE h
II
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0 RECESSED LIGHT FIXTURE
O RECESSED EYEBALL
EXHAUST FAN W1 LIGHT
El EXHAUST FAN
FLUORESCENT
FIXTURE
-1 CARRIAGE LIGHT
0 DOUBLE FLOOD LIGHT
Q SMOKE DETECTOR
CARBON MONOXIDE
DETECTOR
,
,
I `
PREWIRE `.
CHANDELIER
\ \ 1
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15T FL0012 ELECTRICAL FLAN
ELEc-rRICAL NOTES
1. ELECTRICAL OUTLET HEIGHTS A5 MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO
BE: 12" AFF (GENERAL) - KITCHEN 44" AEE - BATHROOM 39" AFF (44" AFF WITH RAISED VANITY) - LAUNDRY
ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" AFF - GARAGE GEN RAL PURPOSE - 44" AFF -
KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE
2. ALL TRIM PLATES & DEVICES TO DE GANGED, WHERE P05513LE.
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR.
4. ELECTRICAL PLAN I5 INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL DE DONE IN STRICT
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, DY A LICEN ED ELECTRICAL
CONTRACTOR WHO SHALL DE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING &
ACCESSORIES.
5. SMOKE AND CARDON MONOXIDE.DETECTORS SHALL BE IN ACCORDANCE WIT 2014 FLORIDA BUILDING
CODE, SECTIONS 8314 AND 8315
6. PROVIDE AFCI5 (ARC FAULT INTERRUPTERS) IN DWELLING UNIT BRANCH CIRC IT LOCATIONS PER F5CR
E3902.12
7.. GFI5 (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUTDOOR CI CUITS PER FBCR E3902
8. ALL PERMANENT 114TERIOR LIGHTING 15100% HIGH EFFICACY CFL/LED LAMP PER FBC EC 8404.1
9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED INSIDE AND OUTSID OF DWELLING UNITS, AND
IN ATTACHED AND DE=TACHED GARAGES SHALL BE TAMPER RESISTANT RECO TACLES
I �
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Nu1hN
1. W/S LOOP
2. RELOCATE KITCHEN SINK TO ISLAND
3. PREWIRE SUMMER KITCHEN W1 VENTED
HOOD
4. GARAGE SVC. DOOR W1 LIGHT
REVISIONS
"i & REWFREWIRE _
�\\
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MICRO
TO FIXTURE
ABOVE
ONLY
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ELECTRICAL LEGEND
110 DUPLEX OUTLET
HALF -SWITCHED OUTLET
&q GFI DUPLEX OUTLET
&p/GF1 WEATHER PROTECTED OUTLET
=& CEILING OUTLET
® FLOOR OUTLET
& 220 OUTLET
® SPECIAL PURPOSE OUTLET
SWITCH
3 3 -WAY SWITCH
$4 4 -WAY SWITCH
o DIMMER SWITCH
0 TELEPHONE
CABLE TV
PREWIRE & BRACE
CEILING FAN WITH LIGHT
® FANEL DOX
-0- CEILING MOUNTED LIGHT
-(p�Y FULL -CHAIN
(> WALL MOUNTED LIGHT
pI IE h
II
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0 RECESSED LIGHT FIXTURE
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EXHAUST FAN W1 LIGHT
El EXHAUST FAN
FLUORESCENT
FIXTURE
-1 CARRIAGE LIGHT
0 DOUBLE FLOOD LIGHT
Q SMOKE DETECTOR
CARBON MONOXIDE
DETECTOR
,
,
I `
PREWIRE `.
CHANDELIER
\ \ 1
\
O \
�O
15T FL0012 ELECTRICAL FLAN
ELEc-rRICAL NOTES
1. ELECTRICAL OUTLET HEIGHTS A5 MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO
BE: 12" AFF (GENERAL) - KITCHEN 44" AEE - BATHROOM 39" AFF (44" AFF WITH RAISED VANITY) - LAUNDRY
ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" AFF - GARAGE GEN RAL PURPOSE - 44" AFF -
KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE
2. ALL TRIM PLATES & DEVICES TO DE GANGED, WHERE P05513LE.
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR.
4. ELECTRICAL PLAN I5 INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL DE DONE IN STRICT
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, DY A LICEN ED ELECTRICAL
CONTRACTOR WHO SHALL DE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING &
ACCESSORIES.
5. SMOKE AND CARDON MONOXIDE.DETECTORS SHALL BE IN ACCORDANCE WIT 2014 FLORIDA BUILDING
CODE, SECTIONS 8314 AND 8315
6. PROVIDE AFCI5 (ARC FAULT INTERRUPTERS) IN DWELLING UNIT BRANCH CIRC IT LOCATIONS PER F5CR
E3902.12
7.. GFI5 (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUTDOOR CI CUITS PER FBCR E3902
8. ALL PERMANENT 114TERIOR LIGHTING 15100% HIGH EFFICACY CFL/LED LAMP PER FBC EC 8404.1
9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED INSIDE AND OUTSID OF DWELLING UNITS, AND
IN ATTACHED AND DE=TACHED GARAGES SHALL BE TAMPER RESISTANT RECO TACLES
I �
I \
1 \
i 1
\ I
Nu1hN
1. W/S LOOP
2. RELOCATE KITCHEN SINK TO ISLAND
3. PREWIRE SUMMER KITCHEN W1 VENTED
HOOD
4. GARAGE SVC. DOOR W1 LIGHT
REVISIONS
"i & REWFREWIRE _
�\\
I
I
//
/
MICRO
TO FIXTURE
ABOVE
ONLY
i
i
REF
GRAWER DBL.
F-----�
OVEN
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CIRCUIT
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& BRACE
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I
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ELECTRICAL LEGEND
110 DUPLEX OUTLET
HALF -SWITCHED OUTLET
&q GFI DUPLEX OUTLET
&p/GF1 WEATHER PROTECTED OUTLET
=& CEILING OUTLET
® FLOOR OUTLET
& 220 OUTLET
® SPECIAL PURPOSE OUTLET
SWITCH
3 3 -WAY SWITCH
$4 4 -WAY SWITCH
o DIMMER SWITCH
0 TELEPHONE
CABLE TV
PREWIRE & BRACE
CEILING FAN WITH LIGHT
® FANEL DOX
-0- CEILING MOUNTED LIGHT
-(p�Y FULL -CHAIN
(> WALL MOUNTED LIGHT
pI IE h
II
i I I
I --J 1
I \
0 RECESSED LIGHT FIXTURE
O RECESSED EYEBALL
EXHAUST FAN W1 LIGHT
El EXHAUST FAN
FLUORESCENT
FIXTURE
-1 CARRIAGE LIGHT
0 DOUBLE FLOOD LIGHT
Q SMOKE DETECTOR
CARBON MONOXIDE
DETECTOR
,
,
I `
PREWIRE `.
CHANDELIER
\ \ 1
\
O \
�O
15T FL0012 ELECTRICAL FLAN
ELEc-rRICAL NOTES
1. ELECTRICAL OUTLET HEIGHTS A5 MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO
BE: 12" AFF (GENERAL) - KITCHEN 44" AEE - BATHROOM 39" AFF (44" AFF WITH RAISED VANITY) - LAUNDRY
ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" AFF - GARAGE GEN RAL PURPOSE - 44" AFF -
KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE
2. ALL TRIM PLATES & DEVICES TO DE GANGED, WHERE P05513LE.
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR.
4. ELECTRICAL PLAN I5 INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL DE DONE IN STRICT
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, DY A LICEN ED ELECTRICAL
CONTRACTOR WHO SHALL DE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING &
ACCESSORIES.
5. SMOKE AND CARDON MONOXIDE.DETECTORS SHALL BE IN ACCORDANCE WIT 2014 FLORIDA BUILDING
CODE, SECTIONS 8314 AND 8315
6. PROVIDE AFCI5 (ARC FAULT INTERRUPTERS) IN DWELLING UNIT BRANCH CIRC IT LOCATIONS PER F5CR
E3902.12
7.. GFI5 (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUTDOOR CI CUITS PER FBCR E3902
8. ALL PERMANENT 114TERIOR LIGHTING 15100% HIGH EFFICACY CFL/LED LAMP PER FBC EC 8404.1
9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED INSIDE AND OUTSID OF DWELLING UNITS, AND
IN ATTACHED AND DE=TACHED GARAGES SHALL BE TAMPER RESISTANT RECO TACLES
I �
I \
1 \
i 1
\ I
Nu1hN
1. W/S LOOP
2. RELOCATE KITCHEN SINK TO ISLAND
3. PREWIRE SUMMER KITCHEN W1 VENTED
HOOD
4. GARAGE SVC. DOOR W1 LIGHT
REVISIONS
RIVERSIDE
HOMES
H
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mytiversidehome.com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
Electrical Plans
1624 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
(0_Drawn By ARJ Sheet
Date 10.30.2017 17
Scale 1/4" = 1'-0"
of
Plan
Hampton- B 10
Written dimen5iom5 Shall have precedence over Scale dirnen5ion5.
Contractors Shall verify and be responsible for dimen5ion5 and
conditions of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 AIA BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
11:ZT;III Iat] m,
12627 Sam Jose Blvd
Suite 702
�rtheast Jacksonville, FL 32223
Florida 904.260.3319
4
GARAGE OVtL---F\HPNG
SCALE: 3/4"=1'-0"
055 ROOF SHEATHING
30# MIN. FELT FAS--EIIED PER FBC 8905.2.7
FASTEN SHINGLES P FBC R905.2.6
2X8 BTWN. W/ VENT;
1x6 T+GLU
12
v
DRIP
NICHIHA x 2"
FASCIA BOARD
45 *ANGLE
+'
P-1 6X6 1205T —
W/ lx WOOD TRIM
PT 2X6 CAP
2x2 BALUSTERS
AT 4" 0. C.
2x WOOD FRIM o
PT 1x4 FRAME
ON EACH SIDE
DECKING
PT 1x2 ON 2x6 -
DRIP ON PT 2x6
FOAM CAPITAL SUBSTRATE
12x12 CMU COLUMN
CON RETE FILLED
W/ R _BAR PER
BTR ICT. DWGS.
1X2 OVEfI.1X10 —�
Ix10 ON ?x8 —�
PT WD EEAM
CONT. 2):8 PT PLATE
W/ ANC OR BOLTS
AS REO'D.
5
Z -O"
2x8
OUTRIGGER
mm
�1
USS
1X6 T&G
(2) 2x6 OVER
(3) 2x12 SEAMS
W/PLYWOOD
SPACERS
PT 4x DECORATIVE
BRACKET(SEE
ELEV. DRAWINGS)
2X12 JOIST RIP
-1"/FOOT 51-OPF
WATERPROOF MEMBRANE
OVER" SHEATHING UP WALL
AND POST MIN. 12"
HARDIE OR NICHIHA SIDING
X rA X
cv
HARDIE OR NICHIHA SIDING
FLASHING
n �X
SLEEPERS- RIP
>1p
ix ,V �
SLOPE 50 LEVEL
2x10 EXPOSED JOIST 2x10 NAILER
1X6 T&G
7-8" TO FACE OF GM,. FOUNDATION WALL BELOW
91,411
FLASHING AT CAP STUCCO
TIE ROD HOLD
DOWN 0 BEAM
PER 5TRUCT.
DRAWINGS STUCCO ON FOAM
GAP T RIM
STUCCO FINISH
STUCCO FINISH
PT 2x8
JOISTS
CRAWL
SPACE
GRADE
CMU PILASTER
BEYOND
STUCCO ON
FOAM SILL
c�
STUCCO
SHEATHING
FLUSH W/ CMU
J STOP —�
DECKING
1/2" DRYWALL
2-2X6 TOP PLATE
2X6 STUDS
1/2" DRYWALL
BEAM PER ENG.
- WINDOW
- 2-2X6
- R-19 INSULATION
- 2X6 STUDS
1/2" DRYWALL
2X6 BA5E PLATE
2X12 NAILER
FLOOR TFG55
2-2X6 TOP PLATE
2X6 STUDS
a 16" 0. C.
BEAM PER ENG.
- WINDOW
- 2-2X6
F-19 INSULATION
_ 2X6 STUDS
Ca16"O. C.
1/2" DRYWALL
2X6 BASE PLATE
4" CONC.
SLAB
8" CMU
FOUNDATION
FOOTING PER
ENG.
PLATE HEIGHT
TOP OF WINDOW
UD F! OOF
PLATE HEIGHT
TOP OF WINDOW
c�
0
LOOR
i
SECTION 9 FO CH
: `14"= 1-0
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mytiversidehome.com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
Wall Section Details
1624 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
(0"7—awn–n By ARJ Sheet
Date 10.30.2017 DI
Scale 1/4" = 1'-0"
Plan of
Hampton- B 10
Written dimen5iorn5 Shall have precedence over Scale dimen5ion5.
Contractors Shall verify and be responsible for dimen5ion5 and
conditions of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 AIA BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
- 1262fi Sarn J®5� F31vd
`�=. orrh� asr Jilc'IiSOTlvnlle, F L 32223
FIo::_1 Dcs,�,, ��. 904.260.3319
1. EXTERIOR FENESTRATIOP
SUCH AS FOAM BANDING,
IN5TALLED OVER THE SCR.
COAT OF STUCCO WITH A
5ELF-ADHERING FLA5HINC
SELF-SEALING MEMBRANE
2. THE JUNCTURE OF EXTEI
AND FENESTRATION PROD
SEALED WITH A SEALANT
WITH SECTION 8613.8.1 OF
BUILDING CODE. RESIDENT
TERMINATION OF STUCCO
STUCCO TERMINATION PE8 ASTM C -926 A2.2.2.
DRIP 5CREED INSTALLED PER ASTM 106303
TYFICAL.1 STOGY WALL SECTION
SCALE: 1"= T-0'
1_y1 ,,-n 12
DRIP
NICHIHA � x 2 tl"
FASCIA BOARD
45 *ANGLE
�\ TYF. 2nd
RIVERSIDE
HOMES
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.myiiversidehome.com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
Wall Section Details
1624 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
("77a7 By ARJ Sheet
Date 10.30.2017 D 22
1 Scale 1/4" = 1'-0"
Plan of
Hampton- B
10
Written dimen5ion5 Shall have precedence over Scale dimen5ion5.
Contractors Shall verify and be re5pon5ible for dimen5ion5 and
eondition5 of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 AIA BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
12627 San Jose Blvd
- v Suite 702
s g R orrheasr Jacksonville, FL 32223
Florida Design, Inc. 904.260.3319
on�ti
Rp,KE��Gi
PLACE SHINGLES 3/8"
OVER EAVE & RAKE
EDGES TO PROVIDE DRIP
EDGE
ALONG RAKES, CEMENT
SHINGLES TO UNDERLAYMENT
& EACH OTHER IN A 4" WIDT
OF ASPHALT PLASTIC ROOF
CEMENT
NON -CORRODING
MTL EAVE DRIP
TRIM 6"-7" FROM END
OF FIRST SHINGLE
TRIM TABS FROM ALL
STARTER COURSE-- ✓'
SHINGLES
STARTER COURSE
PLACE SHINGLES CLOSE
TOGETHER BUT DO NOT
CROWD
ALONG RAKES, CEMENT
SHINGLES TO UNDERLAYMENT i
& EACH OTHER IN A 4" WIDT
OF ASPHALT PLASTIC ROOF �! O
CEMENT /
)N -CORRODING PLACE SHINGLES 3/8"
MTL EAVE DRIP i! OVER EAVE & RAKE
EDGES TO PROVIDE DRIP
EDGE
FIRST COURSE
I in
11-1/2" to 12-1/2" 11-1/2" to 12-1/2" i
"to 1-1l2" — � _ — — — � — — 1" to 1-1l2'
0 0 0
SHINGLE NAILING
ROOFING DETAILS
N.T.S.
NOTE: DETAILS ARE FOR SLOPES OF 4:12 OR GREATER,
FOR SLOPES BELOW 4:12, ALL ROOFING UNDERLAYMENT
SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED
BY THE SHINGLE MANUFACTURER FOR USE ON LOW
SLOPE ROOFING PROJECTS
ROOF TRU55E5
SUBFASCP� !�
BA5E LAYER:
5/8" DEN9GLAc5 flREGUARD 5HJQFaC,
ATTACH WITH 2" P7AIL5 OR SCREW5
NO VENTS ARE ALI OWED
2. APPLY ROOFING CEMENT OR SELF -ADHERING
FLASHING OVER FLANGE AT HEAD ONLY
VENT STACK FLASHING DETAIL
FACE LAYER:
5/8" DEN5GLA55 fWEGUARD SFEATF#G
ATTACHED WITH 2" MINL 5CREW5 OR WZ5 O 2WQ.C.
-01T5ET.OINT51NBA5E AND FACE LAYER 24"
NOTE.
DE5IGN B h5ED0N GA FILE Nu. RC 2602
OPT. PROVIDE LEAD VENT
BOOT WITH INTEGRAL FLANGE
VENT STACK, SEE PLUMBING
FOR SIZE & LOCATION
PREFORMED FLEXIBLE BOOT
FLASHING W/ INTEGRAL FLANGE
SET IN PLASTIC ROOF CEMENT
INSTALL FLANGE OVER
SHINGLE @ BASE
INSTALL SHINGLES OVE
FLANGE @ HEAD
FIBERGLASS SHINGLE
ROOFING OVER 15# FELT
OVER 7/16" OSB OVER
PRE -ENG WD TR SSES
ROOF
WALL SHEATHING
STUCCOICV FINISH
ASSEMBLY W! 15# FELT
OVER APPROVED WEATHER
BARRIER
LAP FELT AND WEATHER
BARRIER OVER VINYL
STUCCO STOPIWEEP
EXTEND 15# ROOFING FELT
UP WALL 7" MIN.
5x5 METAL FLASHING OVER
ROOFING FELT (NAIL TO
ROOF DECK NOT WALL
SHEATHING)
CAP SHINGLE - DO NOT NAIL
INSTALL WITH ROOF
CEMENT
SHINGLE ROOFING
WALL FLASHING DETAIL - STUCCO
N.T.S.
Z
i z
LID
N
ROOF CEME
WALL SHEATHING
SYN WD SIDING OVER
APPROVED WEATHER
BARRIER
LAP WEATHER BARRIER OVER
METAL FLASHING AND SECURE
WITH STARTER STRIP
EXTEND 15# ROOFING FELT
UP WALL 7" MIN.
5x5 METAL FLASHING OVER
ROOFING FELT (NAIL TO ROOF
DECK NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
INSTALL WITH ROOF CEMENT
WALL FLASHING DETAIL - LAP SIDING
N.T.S.
SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOF--IT AS NEEDED
745 DETAIL ONLY APPLICABLE WHERE 5EPARATION DISTANCE OF OIERHANG 15 LE55 T -LAN 9 AND MORE THAN 2' FROM PROPERTY LM
ALTERNATE:
RATED 50::FIT A55EMDLE5 WHICH MEET
UL STANDARDS FOR (1) HOUR
FIRE RATING ARE FFRMITTED
2x4 BLOCKING REQUIRED
AT PANEL JOINTS
NO VENTS ARE ALLOWED
VALLEY SHINGLE INSTALLATION:
INSTALL SHINGLES USING WEAVE METHOD
1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST
CENTER LINE OF VALLEY. SEE MANUF WRITTEN
INSTRUCTION FOR ADDITIONAL INSTALLATION
INFORMATION
2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE
FIBERGLASS SHINGLE
ROOFING OVER 15# FELT
OVER 7/16" RADIANT BARRIER
OSB OVER PRE -ENG WD
TRUSSES
WIDE METAL VALLEY
SHING OVER 15# FELT
VALLEY FLASHING DETAIL
N.T.S.
FIBERGLASS SHINGLE ROOFING OVER _
UNDERLAYMENT
INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT
HEAD
GALVANIZED METAL OFF -RIDGE
VENT WITH BAFFLE. SET IN
PLASTIC ROOF CEMENT OR
SEALANT
SCREEN
INSTALL OFF -RIDGE
VENT FLANGE OVER --
SHINGLES AT BASE
7/16" OSB OVER
PRE -ENG WD
TRUSSES
NOTES:
1. INSTAt,L IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS
2. APPLY ROOFING CEMENT OR SELF -ADHERING
FLASHING OVER FLANGE AT HEAD ONLY
OFF -RIDGE VENT FLASHING DETAIL
N.T.S.
FOL" Fi;�5E5
STUCCO/CV FINISH
ASSEMBLY
LAP BARRIER OVER NAILING
FLANGE
VINYL DRIPIWEEP SCREED
5"x5" METAL FLASHING
KICK -OUT
FLASHING (SEE
�\ DETAIL) z
EXTEND KWK-OUT2"
i BEYOND FASCIA '0:)
5�
FELT UNDERLAYMENT
/ SHINGLE ROOFING
MTL DRIP EDGE
NL, rE.E� INSTALL KICKOUT
FASCIA ROTTOM OF
OOF & WALL BINTERSECTIONS WATER
TIGHT
WALL/KICKOUT FLASHING DETAIL SEAL
N.T.S.
3A5E LAYER:
5/8" DEN50LASS FIREGUARD SHEATHW
ATTACH WITH (2) 1 J" TYPE'W'
DRYWALL 5CREW5
FACE LAYER:
5/8" DEN5GLA55 FIREGUARD SHEATHING
ATTACHED WITH 1 J' TYPE "G" DRYWALL
5GREW5 0 12"O.G.
-OFF5ET JOWT5 IN 3A5E AND FACE LAYER 24"
LINE Of
AF
SARRIS
O�
APP
CONTINUE
SEALANT AT JA
OR APPLY
WINDOW NAILIN
LINE w/ PF
HOLE
INSTALL 4" WIDE
SELF -ADHERING
MEMBRANE FLASHIN
OVERNAILING FLANGE Q
HEAD
EXTEND SELF -ADHERING MIN.
MEMBRANE FLASHING 1 -
MIN. BEYOND JAMS
FLASHING
I!
NOTE:
L WINDOW INSTALLATION &
FLASHING DETAILS ARE
CONSISTENT WITH ASTM2112
METHOD A-1 EXCEPT
SELF -ADHERING MEMBRANE
FLASHINGS ARE USED.
2. IT IS THE INSTALLATION
CONTRACTORS
RESPONSIBILITY TO VERIFY
THE COMPATIBILITY OF ALL
PRODUCTS INCLUDING
WEATHER BARRIER, SEALANT
& SELF -ADHERING FLASHING
MATERIALS USED DURING
CONSTRUCTION.
3. INSTALL ALL MATERIALS PER STEP 7
MANUFACTURERS WRITTEN
SPECIFICATIONS.
WARNING;
SEALANT/FLASHINGS MAY
REACT ADVERSELY IF NOT
COMPATIBLE.
WINDOW FLASHING INSTALLATION DETAILS
N.T.S.
APPROVED WEATHER
BARRIER OVER WD
SHEATHING
LINE OF DOOR OPENING
NOTEj INSTALL 4"WIDE
DE51GN BASED ON GA FILE W. RC 2602 I SELF -ADHERING MEMBRANE
FLASHING OVERLAPPING
DOOR FRAME 1/4'
SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NEEDED
ALTERNATE:
RATED SOFFIT ASSEMDLE5 WHICH MEET
UL STANDARDS FOR (1) HOUR
FIRER TING ARE PERMITTED
FOLD WEAT
BARRIER IN
AROUND JA
DOOR FLASHING INSTALLATION DETAILS
N.T.S.
HECHANC/
NEO EDGE
1PLES) IF R
THING MAN
INS'
LF-ADHERI'I
EMBRANE
EXTEND
J,
MEME
VERNA
EXT
ASHIN
ILL FLE
INSTALL DOOR PLUMB,
LEVEL 8 SQUARE PER
MANUFACTURER WRITTEN
INSTRUCTIONS
SET TF
BED
APPLY
CORNERS &f
NOTE: AT UNPROTECTED DOORS, BOTTOM
1/4th OF JAMBS SHALL BE COMPOSITE, P.T.
OR OTHER DECAY RESISTANT MATERIAL
STEP 5
SEAL WINDOW FRAME TO
INSIDE OF R.O. WITH
SEALANT AT SILL AND A
MINIMUM 12" UP BOTH
JAMS TO FORM A BACK
DAM. SEAL BALANCE OF
FRAME WITH SEALANT OR
LOW -EXPANDING FOAM
(PROVIDE BACKER ROD
WHERE REQUIRED)
INTERIOR VIEW
STEP 9
STEP 3
Mill �•
IVERSIDE
H M
on
0 ES
Burd With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (.904) 449-1650
www.mytiversidehome.com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
Flashing Details
1624 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ Sheet
Date 10.30.2017
D3
Scale 1/411 = 11-011
Plan of
Hampton- B 10
Written dimen5ion5 Shall have precedence over scale dimen5ion5.
Contractors shall verify and be responsible for dimen5ion5 and
conditions of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 A1A BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
- - _ 12627 San i ose Blvd
%�- �3rt�_;,asc Jacksonville, FL 32223
�Flor;.��: JesiglT, ins. 904.260.3319
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS
2. APPLY ROOFING CEMENT OR SELF -ADHERING
FLASHING OVER FLANGE AT HEAD ONLY
VENT STACK FLASHING DETAIL
N.T.S.
ROOF
WALL SHEATHING
STUCCOICV FINISH
ASSEMBLY W! 15# FELT
OVER APPROVED WEATHER
BARRIER
LAP FELT AND WEATHER
BARRIER OVER VINYL
STUCCO STOPIWEEP
EXTEND 15# ROOFING FELT
UP WALL 7" MIN.
5x5 METAL FLASHING OVER
ROOFING FELT (NAIL TO
ROOF DECK NOT WALL
SHEATHING)
CAP SHINGLE - DO NOT NAIL
INSTALL WITH ROOF
CEMENT
SHINGLE ROOFING
WALL FLASHING DETAIL - STUCCO
N.T.S.
Z
i z
LID
N
ROOF CEME
WALL SHEATHING
SYN WD SIDING OVER
APPROVED WEATHER
BARRIER
LAP WEATHER BARRIER OVER
METAL FLASHING AND SECURE
WITH STARTER STRIP
EXTEND 15# ROOFING FELT
UP WALL 7" MIN.
5x5 METAL FLASHING OVER
ROOFING FELT (NAIL TO ROOF
DECK NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
INSTALL WITH ROOF CEMENT
WALL FLASHING DETAIL - LAP SIDING
N.T.S.
SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOF--IT AS NEEDED
745 DETAIL ONLY APPLICABLE WHERE 5EPARATION DISTANCE OF OIERHANG 15 LE55 T -LAN 9 AND MORE THAN 2' FROM PROPERTY LM
ALTERNATE:
RATED 50::FIT A55EMDLE5 WHICH MEET
UL STANDARDS FOR (1) HOUR
FIRE RATING ARE FFRMITTED
2x4 BLOCKING REQUIRED
AT PANEL JOINTS
NO VENTS ARE ALLOWED
VALLEY SHINGLE INSTALLATION:
INSTALL SHINGLES USING WEAVE METHOD
1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST
CENTER LINE OF VALLEY. SEE MANUF WRITTEN
INSTRUCTION FOR ADDITIONAL INSTALLATION
INFORMATION
2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE
FIBERGLASS SHINGLE
ROOFING OVER 15# FELT
OVER 7/16" RADIANT BARRIER
OSB OVER PRE -ENG WD
TRUSSES
WIDE METAL VALLEY
SHING OVER 15# FELT
VALLEY FLASHING DETAIL
N.T.S.
FIBERGLASS SHINGLE ROOFING OVER _
UNDERLAYMENT
INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT
HEAD
GALVANIZED METAL OFF -RIDGE
VENT WITH BAFFLE. SET IN
PLASTIC ROOF CEMENT OR
SEALANT
SCREEN
INSTALL OFF -RIDGE
VENT FLANGE OVER --
SHINGLES AT BASE
7/16" OSB OVER
PRE -ENG WD
TRUSSES
NOTES:
1. INSTAt,L IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS
2. APPLY ROOFING CEMENT OR SELF -ADHERING
FLASHING OVER FLANGE AT HEAD ONLY
OFF -RIDGE VENT FLASHING DETAIL
N.T.S.
FOL" Fi;�5E5
STUCCO/CV FINISH
ASSEMBLY
LAP BARRIER OVER NAILING
FLANGE
VINYL DRIPIWEEP SCREED
5"x5" METAL FLASHING
KICK -OUT
FLASHING (SEE
�\ DETAIL) z
EXTEND KWK-OUT2"
i BEYOND FASCIA '0:)
5�
FELT UNDERLAYMENT
/ SHINGLE ROOFING
MTL DRIP EDGE
NL, rE.E� INSTALL KICKOUT
FASCIA ROTTOM OF
OOF & WALL BINTERSECTIONS WATER
TIGHT
WALL/KICKOUT FLASHING DETAIL SEAL
N.T.S.
3A5E LAYER:
5/8" DEN50LASS FIREGUARD SHEATHW
ATTACH WITH (2) 1 J" TYPE'W'
DRYWALL 5CREW5
FACE LAYER:
5/8" DEN5GLA55 FIREGUARD SHEATHING
ATTACHED WITH 1 J' TYPE "G" DRYWALL
5GREW5 0 12"O.G.
-OFF5ET JOWT5 IN 3A5E AND FACE LAYER 24"
LINE Of
AF
SARRIS
O�
APP
CONTINUE
SEALANT AT JA
OR APPLY
WINDOW NAILIN
LINE w/ PF
HOLE
INSTALL 4" WIDE
SELF -ADHERING
MEMBRANE FLASHIN
OVERNAILING FLANGE Q
HEAD
EXTEND SELF -ADHERING MIN.
MEMBRANE FLASHING 1 -
MIN. BEYOND JAMS
FLASHING
I!
NOTE:
L WINDOW INSTALLATION &
FLASHING DETAILS ARE
CONSISTENT WITH ASTM2112
METHOD A-1 EXCEPT
SELF -ADHERING MEMBRANE
FLASHINGS ARE USED.
2. IT IS THE INSTALLATION
CONTRACTORS
RESPONSIBILITY TO VERIFY
THE COMPATIBILITY OF ALL
PRODUCTS INCLUDING
WEATHER BARRIER, SEALANT
& SELF -ADHERING FLASHING
MATERIALS USED DURING
CONSTRUCTION.
3. INSTALL ALL MATERIALS PER STEP 7
MANUFACTURERS WRITTEN
SPECIFICATIONS.
WARNING;
SEALANT/FLASHINGS MAY
REACT ADVERSELY IF NOT
COMPATIBLE.
WINDOW FLASHING INSTALLATION DETAILS
N.T.S.
APPROVED WEATHER
BARRIER OVER WD
SHEATHING
LINE OF DOOR OPENING
NOTEj INSTALL 4"WIDE
DE51GN BASED ON GA FILE W. RC 2602 I SELF -ADHERING MEMBRANE
FLASHING OVERLAPPING
DOOR FRAME 1/4'
SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NEEDED
ALTERNATE:
RATED SOFFIT ASSEMDLE5 WHICH MEET
UL STANDARDS FOR (1) HOUR
FIRER TING ARE PERMITTED
FOLD WEAT
BARRIER IN
AROUND JA
DOOR FLASHING INSTALLATION DETAILS
N.T.S.
HECHANC/
NEO EDGE
1PLES) IF R
THING MAN
INS'
LF-ADHERI'I
EMBRANE
EXTEND
J,
MEME
VERNA
EXT
ASHIN
ILL FLE
INSTALL DOOR PLUMB,
LEVEL 8 SQUARE PER
MANUFACTURER WRITTEN
INSTRUCTIONS
SET TF
BED
APPLY
CORNERS &f
NOTE: AT UNPROTECTED DOORS, BOTTOM
1/4th OF JAMBS SHALL BE COMPOSITE, P.T.
OR OTHER DECAY RESISTANT MATERIAL
STEP 5
SEAL WINDOW FRAME TO
INSIDE OF R.O. WITH
SEALANT AT SILL AND A
MINIMUM 12" UP BOTH
JAMS TO FORM A BACK
DAM. SEAL BALANCE OF
FRAME WITH SEALANT OR
LOW -EXPANDING FOAM
(PROVIDE BACKER ROD
WHERE REQUIRED)
INTERIOR VIEW
STEP 9
STEP 3
Mill �•
IVERSIDE
H M
on
0 ES
Burd With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (.904) 449-1650
www.mytiversidehome.com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
Flashing Details
1624 Atlantic Beach Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ Sheet
Date 10.30.2017
D3
Scale 1/411 = 11-011
Plan of
Hampton- B 10
Written dimen5ion5 Shall have precedence over scale dimen5ion5.
Contractors shall verify and be responsible for dimen5ion5 and
conditions of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 A1A BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
- - _ 12627 San i ose Blvd
%�- �3rt�_;,asc Jacksonville, FL 32223
�Flor;.��: JesiglT, ins. 904.260.3319
FASCIA METAL FOR STUCCO,
EIFS, 0R SIDING
RUN METAL LATH TO EDGE 4" YS" TO 3/6' .
OF THE HORIZONTAL SURFACE 3 GRAVEL STOP
PLI-DEK SYSTEM
ICC -E5 ESR -2097
5/8" MIN EXT. GRADE PLYWOOD
(3/4" RECOMMENDED)
SLOPE 1/4" PER 12"
19mrn (34") MIN.
FASCIA TO WALL TO DECK
FLASHING INTERSECTION
MIN. 26 GAUGE
GALVANIZED
BONDERIZEP `v
SHEET METAL
`-- WOOD 6LOCKING OR
PLYWOOD EXTENSION
MAY VARY ACCORDING
TO FASCIA APPLICATIONS
STUCCO/EIFS
BITUTHANE / BUILDING PAVER
BUILDING PAPER
FASTENED FATTERN FOR
METAL LATH
76rnm (3") O.C.
IN THE FIELD
(12 STAPLES PER
SQUARE FOOT)
PLYWOOD SEAM COVERED
IN 2" WIDE SEAM PAPER
AND STAPLES 1 �' O.C.
25mm (11/2") O.C.
ON OVERLAPPED
LATH SEAMS
EXTENSION METAL TO
BE INSTALLED BEHIND DECK
TO WALL FLASHING
4" AND PRE CAULKED
BUILDING PAPER
TO OVERLAP 4" MIN.
BUILDING PAPER TO
BE INSTALLED BEHIND
SHEET METAL 9 THIS
POINT MIN. 2"
50mm (2") O.C.
AROUND PERIMETER
NOTE: WHERE LATH OVERLAPS PERIMETER AND FLASHING PAPER
(PLYWOOD SEAMS) STAPLE EVERY 11/2" O.C.
OVERLAP LATH
19mm (3/4") min.
TUBE STEL DECK RAIL
URETHANE CAULK JOINT_
(TO 5E MAINTAINED)
PLI-DEK SYSTEM ICC -ES ESR
-2097 EXTENDS UNDER P05T
5/8" MIN EXT. GRADE
PLYWOOD
(3/4" RECOMMENDED)
SLOPE 1/4" PER 12"
FACE NAIL (A MIN. OF
TWO NAILS PER SIDE)
AT THE FLASHING ON
EACH SIDE OF POST
FLASHING 15 SECURE
TO 50FLOOR WITH N
ON ALL SIDES
GALVANIZED,
INSTALLED ON ALL CORNERS OF THE
POST AND NAILED TO THE SUBSTRATE
1/811- 3/16"
GRAVEL STOP
26 GAUGE GALVANIZED
13ONPERIZEP SHEET
METAL FLASHING
CAULK INSIDE AND
OUTSIDE FASTENERS
(FASTENERS PER
STRUCTURAL)
-- BA5E PLATE AS REQUIRED STRUCTURAL PLANS
STEEL POST PER STANDARD GUARDRAIL PANEL
E z
E
0Ln
N
— 5/8" MIN EXT GRADE PLYWOOD
SLOPE 1/4"x 12"
APPLY MANUFACTURER'S RECOMMENDED JOINT
SEALANT AFTER COMPLETION OF PLI-DEK FINISH
COAT. THE PLI-DEK SYSTEM TERMINATES AT THE
BA5E OF RISER. SEALANT WILL NEED TO BE
MAINTAINED
_ PLI-DEK SYSTEM
ICC -ES ESR -2097
— THRU-BOLTS OR LAG 13OLT5 PER STRUCTURAL PLAN
BLOCKING A5 REQUIRED PER STRUCTURAL PLANS
5EAM5 MAY OCCUR
FOST FLASHING
POST
(PER FLAN)
SEALANT
NOTCH POST 1/2" DEEP Ca 3"
ABOVE DECK SHT'G AROUND
PERIMETER OF POST
PER STRUCTURAL
26 GA. BONDERIZED
2 -PIECE SHEET
METAL SADDLE
MIN. 4" LAP FULLY
BEDDED IN SEALANT
(ALL 4 SIDES OF P05T TO BE
FLASHED)
DECK SHEETING
APPLY MANUFACTURER
RECOMMENDED JOINT SEALANT
BEHIND FLASHING AND
AT THE TOP OF THE
'LASHING.
APPLY MANUFACTURER
RECOMMENDED JOINT SEALANT
AFTER COMPLETION OF THE
PLI--DEK RASE COAT AROUND
BASE OF POST. PLI-DEK SYSTEM
TERMINATES AT THIS POINT
G588 TO BE COATED ON ALL VERTICAL
FLASHING
1x4 NOTCHED* WOOD TRIM
AROUND PERIMETER OF BASE
(OPTIONAL)
—SEALANT
PLI-DEK SYSTEM
ICC -ES ESR -2097
POST CONNECTION PER
STRUCTURAL
FLOOR JOIST OR BLK'G -
CONNECTION P05T PER
5TURCT.
*MAY APPLY GU80 BASE
COAT AT POST BASE TO
DIVERT WATER
DECK TO WALL FLASHING
GALVANIZED (DIPPED) EXPANDED
FOIA
SIDING
OVERLAPPED 19 MM (3/4") AT EDGES
WALL
FLASHING
BUILDING PAPER TO
THRESHOLD
O.C. MAX
OVERLAP LATH ON THE FLASHING
LAP OVER METAL
FLASHING TO THE EDGE
OF THE DECK SURFACE
FLASHING
PLYWOOD 16 MM (5/8")
MIN. 2"X6", 26 GAUGE
GAP BETWEEN SHEETS
GALVANIZED, BONDERIZED
L -METAL
FV
WEEP -SCREED FLASHING
THE PLI-DEK SYSTEM ICC -ES
E59-2097 TERMINATES AT THIS
POINT
c
L L
o?
o�
z
c
50mm
(2" )MIN
5/8" MIN. EXT GRADE
APPLY MANUFACTURER'S RECOMMENDED
PLYWOOD
JOINT SEALANT AFTER COMPLETION OF
(3/4" KECOMENDED)
PLI-DEK FINISH COAT
SLOPE 1/4" PER 12"
DECK FLAN VIEW
2.5 LB5/SQ.YD.
GALVANIZED (DIPPED) EXPANDED
DECK TO WALL FLASHING
METAL LATH 2.4 M X.69 M (96" X 27")
OVERLAPPED 19 MM (3/4") AT EDGES
WALL
FLASHING
FRAMING 410 MM (16")
THRESHOLD
O.C. MAX
OVERLAP LATH ON THE FLASHING
FLASHING TO THE EDGE
OF THE DECK SURFACE
EXTERIOR. GRADE.
PLYWOOD 16 MM (5/8")
MIN WITH 3.2 MM (1/8")
GAP BETWEEN SHEETS
STAIR FLASHING
OFFSET METAL LATH EDGES
152 MM (6") MIN FROM
P05T &PAIL EDGE FLASHING PLYWOOD SEAMS
ii a
p, IVERSIDE
HOMES
.Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
4ww. myriversidehome. com
Lot 156
Atlantic Beach
Country Club
Romanzo Residence
Flashing Details
1624 Atlantic Beach Drive
Atlantic Beach, F1. 32233
Drawn By ARJ Sheet
Date 10.30.2017 D 4
Scale 1/4" = 1'-0"
Plan of
Hampton- B 10
Written dimen5ion5 Shall have precedence over Scale dimen5ion5.
Contractors Shall verify and be responsible for dimen5ion5 and
conditions of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 AIA BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
12627 San Jose Blvd
mite 702
arthcast Jacksonville, FL 3Es223
Florida Design, Inc. 904.26®.3319
WIND PRESSURES ON WINDOWS, DOORS &
SOFFITS (psf)
AREA OF OPENING
EDGES RIP(5)
INTERIOR ZONE (4)
Fastening Schedule
Pos Neg
Pos Neg
MITEK/USP ID FL #
Fasteners
U
0 to 20 sf
18.3 -24.5
18.3 -19.8
20.1 to 50 sf
17.5 -22.8
17.5 -19.1
50.1 to 100 sf
16.4 -20.6
16.4 -18.0
U
C
�
15.5 -17.1
200.1 to 500 sf i
14.7 -17.41
14.7 -16.3
Soffit Design Pressure 1
18.3 -24.51
18.3 -19.8
17239.13
(1
✓�
C
5/8" w/ 7" embed
CS 16
DESIGN SPECIFICATIONS:
GENERAL NOTES:
g All concrete slabs on grade shall be the thickness as indicated on the drawings over
minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with
Clay Masonry (Brick):
13.
Fasten plies of 1 3/" wide engineered lumber as follows:
2 -ply beams with (3) rows of 0.131"x3%" nails @ 12"o.c.
a`)
c
10456.1
00
Project has been designed in accordance with the 6th Edition (2017) Florida Building
1.
The scope of these plans is limited to the structural requirements of this project.
6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185,
1.
Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and
DTB-TZ
3 -ply beams with (3) rows of 0.131"x3'/4' nails @ 8"o. c. (each side)
�'
'/4" x 1Y2" SDS
N
Code, Residential, and the Florida Building Code, Existing Building (as applicable).
10861.3
Architectural, civil (site}, electrical, mechanical (plumbing and HVAC), waterproofing,
or fibermesh reinforcement shall be used with a minimum fiber len th of 1 to 2"
9 �'
(5
(7
Hollow Brick, respectively. Grade MW shall be used.
n/a
4 -ply beams with (2) rows of Simpson 6 3/4' long SDW screws @ 12" o.c.
w
n/a: use RT7
17236.11
(5)
0.131" x 21/2" in each end - (10) total
and flashing requirements are not addressed in these plans.
complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per
10446.8
n/a: use RT7
17236.11
(510.131
21
n/a
E
DESIGN CRITERIA:
RT3A
17236.11
cubic yard in accordance with manufacturer's recommendations.
2.
Brick veneer shall be anchored with approved ties spaced no more than 16" o.c.
STRUCTURAL
STEEL:
a)
17244.17
LL 00
0.131" x 21/2" in each end - (16) total
2.
It is the intent of the Engineer of Record (Engineer) that this work be performed in
conformance with all requirements of the authorities having jurisdiction over this type
9. fill be free debris
RT8A
vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall
openings greater than 16" in either direction, and shall be spaced no more than 36"
(5
0.148" x 11/2" in each end - (10) total
rn
=
^
Lu
Wind Design Method ASCE 7-10
g
17219.6
(20)1/4"
Slabs on rade shall bear on structural which shall clean sand of and
g
7/8" w/ 12" embed
HDU5
1.
Structural steel shall conform to AISC Specifications for Design and Fabrication and
17219.4
(1-1)
� a)
Basic Wind Speed: 130 mph
Building Risk Category: II
HDU8
of construction and occupancy.
P Y
other deleterious material. Structural fill shall be compacted to a density of at least
95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection
3.
o.c. and placed within 12" of the openings.
Strand wire veneer ties shall not be less in thickness than No. 9 and shall
)) Y4" x 3" SDS
Erection of Structural Steel for Buildings (latest editions).
a. Welded Connections: AWS D1.1
E
14473.3
> �
z 0)
0 =
Wind Exposure: B Enclosed Structure
p ( )
3.
The contractor is responsible for the means and methods of construction. It is the
shall be provided in accordance with applicable code requirements. If soil treatment
p pp q
HTS20/24/30
gage wire
HT V20/24/30
b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi)
(1
) 0.148" x 3" in each end - (20) total
c� w
Building Classification: Residential
g
11473.12
contractor's sole responsibility to determine the procedure, sequence, and temporary
is used, the treatment shall be done after all excavation, backfilling, and compaction
g, p
(8
(4
(4
have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No.
n/a
c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi)
0
�
HTT4
U
Building Type: Type V Construction
9 Yp Yp
) 0.162" x 21/2"
bracing as to insure the safety of the building and its component parts during
is completed.
P
11496.6
22 gage by 7/8" corrugated and fastened with 1 %" galvanized roofing nails.
Adjustable or strand wire veneer ties shall be used at CMU walls.
17324.2
d. Structural Steel Angles and Channels: ASTM A572 F -50 ksi
g y^
E
5/8" w/ 7" embed (mono) & 12" embed (stem)
Q n
�
Wind -Borne Debris: NOT located in the wind-borne debris region
MP4F
construction.
(1
-) 0.131" x 11/2"
n/a
LSTA18
e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi)
LSTA18
17244.18
D
�
0.148" x 3" in each end - (14) total
n/a
LTS12
10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be
4.
Unless otherwise noted on the a steel L4x4xl/4 be for
(6
f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or
0-
[�
o =
Unless otherwise noted, project site considerations shall be the responsibility of the
4.
The contractor shall verify all conditions and dimensions at the job site prior to
compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density
n/a
plans, angle shall used
11473.11
ASTM A53 (Fy=35 ksi)
a0i
�1
cv
owner and/or contractor. Examples of such items include, but shall not be limited to,
MSTA30
commencing work.
(ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing.
17244.18
supporting brick veneer over openings. This angle will not be required for arched
brick is
I) 0.148" x 3" in each end - (22) total
n/a
�
F T
�•�•j
w
determination of grade elevations, drainage features, and special requirements
associated with FEMA flood hazard and/or DEP zones.
5.
The contractor shall supply, locate, and build into the work all inserts, anchors, angles,
11. The following minimum concrete cover shall be provided for reinforcement:
MSTAM36
windows where self-supporting. If the length of the opening exceeds 6'-0" then
the steel angle shall be attached to the wood framing with 3/a' x 3" lag screws @ 12"
2.
All structural steel connections and fabrications shall comply with AISC specifications.
(n
3) 0.148" x 3" into wood
'/4" x 2%" Titen into CMU
Y4" x 1% Titen into concrete
5 M
MTS12/20
10456.8
hangers, depressions, be
17244.8
(7
0.148" x 3" in each end - (14) total
n/a
MTSM16/20
11473.12
HTWM16/20
6223.2
(7.1
(41'/4"
(41'/4"
0.148" x 3" into wood
x 21/4" Titan into CMU
x 13/4" Titen into concrete
plates, openings, sleeves, slab or other components as may
3" Concrete cast against and permanently exposed to earth
13326.4
o.c. or Simpson Y4" x 3" SDS screws @ 12"o.c.
3.
Steel shop drawings shall be provided to the Engineer for approval prior to fabrication.
Q
4" embed
- C:
DESIGN DEAD LOADS:
S PTH4/6
required to attach and accommodate other work.
2" Concrete exposed to earth or weather
2) 0.148" x 1 Y2"
n/a
SSP
10446.1
a)
17244.29
Q o
0.148" x 1Y2" into studs
0.148" x 11/2" into double plate
6.
All details and sections shown on the structural drawings are intended to be typical
1 '/2' Concrete not exposed to earth or weather
WOOD FRAMING:
4.
Holes required for bolted connections may be drilled or punched. Flame -cut holes
0)
14" embed
W
Floors:
shall not be used.
Z M
The design floor dead load of 12 sf assumes a floors stem utilizing wood decking or
9 P Y 9 9
1 lumber framing. The floor
and shall be construed to apply to any similar situation elsewhere in the work except
where indicated otherwise.
12. All continuous reinforcing steel in concrete shall be la sliced with the following
9 lap -spliced 9
lengths:
1.
All wood framing has been designed in accordance with "National Design Specification
NDS f Wood C 15 edition.
W i
() or 000nstructon," 20
5.
Bolts be installed "snug
U) u -
wood subflooring over wood truss, wood -joist, or solid sawn
minimum
shall to the -tight" condition - u.o.n.
o
T
covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be
7.
Refer to the structural drawings for all structural details and sections. The contractor
#4 bars: 21" minimum
2.
Southern Yellow Pine member design incorporates design values for all sizes and
notified if the floor coverings differ from the noted assumptions
#5 bars: 26" minimum
"Supplement
6.
All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior
N
shall contact the Engineer for clarification in cases of conflict between the structural
#6 bars: 32" minimum
grades of visually graded Southern Yellow Pine dimension lumber per
to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning".
Roofs:
drawings and any drawings prepared by others prior to commencing work.
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by
0
W 00
Metal or Shingle: 10 sf Rafters 7 sf Wood Truss
9 P (Rafters) P ( )
13. Reinforcement in footings shall be bent around corners or corner bars shall be used.
the Southern Pine Inspection Bureau (SPIB).
7.
SSPC Paint 36 (polyurethane) shall be applied the final coat to all structural steel
yd
d-
rn
Concrete or Clay Tile: 15 psf
8.
It is the owner's and/or contractor's responsibility to obtain a soils exploration report.
The design of the an soil bearing capacity of
tY
3.
All wood members exposed to weather or in contact with masonry,
visible he
surfaces exposed and visible to the exterior of the structure.
a
O
Refer to Architectural Plans for Roof Covering System
project structure assumes allowable
g p 1 9 P
14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support
P y, concrete or soil
cc
a
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the
reinforcing steel. Support items which bear on exposed concrete surfaces shall have
shall be treated with an appropriate preservative suitable for the exposure conditions.
8.
Field touch-up after installation where required to restore final finish.
a
00
DESIGN LIVE LOADS:
noted assumptions. All requirements for site preparation and soil compaction
ends which are plastic tipped or stainless steel
L
specified in the soils report shall be followed unless more stringent requirements are
4.
If ACQ treatment is used on any wood member, then all nailing shall require
HARDWARE
AND ANCHORS:
Floors:
specified in these plans.
MASONRY:
hot -dipped galvanized nails meeting ASTM Al 53, Class C, or ASTM 8695, Class 50.
Exterior Balconies: 40 psf
If borate treatment is used then galvanizing is not required.
1.
All framing anchors and connectors shall be manufactured by Simpson Strong -Tie,
o
Exterior Decks: 40 psf
CONCRETE:
General:
United Steel Products (USP), or Engineer approved equal.
�
Stairs: 40 psf (or 300 Ib point load)
5.
Prefabricated wood trusses shall comply with NDS and "National Design Standard for
0
Garages: 50 psf (or 2000 Ib point load)
1.
All concrete work shall be in accordance with "Building Code Requirements for
1. All masonry work shall be in accordance with "Building Code Requirements for
Metal Plate Connected Wood Truss Construction (TPI 1-2014)."
2.
All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
a'
U)
AllAll Other Areas: 40 psf
Structural Concrete," ACI 318-14, and "Specification for Structural Concrete," ACI 301.
P
Masonry Structures," ACI 530-13, and Specifications for Masonry Structures," ACI
F1554, Grade 36.
�
530.1-13
6.
All trusses shall be designed b the Truss Manufacturer's registered Engineer.
g y g 9
a>
FLORIDA C.A. NUMBER:
25846
Attics:
2.
All concrete shall have the following minimum compressive strength at 28 days:
3.
All metal connectors and hardware which are exposed to the exterior or in contact
0
Without Storage: 10 sf
g p
Slabs on grade, footings, and misc. concrete: f'c=2500psi
2. Grout shall conform to ASTM C476 with minimum 28 da compressive strength of
Y P 9
7.
The Truss Manufacturer shall submit shop drawings and design notes with a
with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
>,
With Limited Storage: 20 sf
g p
Structural slabs, walls, beams and columns: fc=3000psi
2000 psi per ASTM C1019. Grout shall be mixed to provide a slum between 8" to 11".
p P p
registered Engineer's seal for approval. Design notes shall include the rated load>
ASTM AlA153, Class C, or ASTM 8695, Class 50.
"��f;K1AkNF4i3fryl�'Y�A5
,3ej0. Par
,,, �'�+�{
With Storage: 30 sf fixed stair access
9 P ( )
Designated radon zones only - all concrete: fc=3000psi
capacity of the truss to truss connectors, and the manufacturer's license to fabricate
�
' ...•,M,
t sus t
3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used
Y YP Y
trusses utilizing the connector system proposed. The contractor shall approve
4.
Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by
ca
,•`"
. L%C% AV < ..
Roofs:
3.
Cement shall conform to "Specification for Portland Cement" (ASTM C150)
in brick veneer.
fabrication and installation drawings showing size, shape and layout.
Hilti with Florida Product Approval and installed according to the manufacturer's
„
Less than 4:12 slope: 20 psf
4:12 slope or greater: 16 psf
4.
Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33)
4. The contractor shall be responsible for the design and installation of all flashing.
8.
Jobsite handling and erection, including temporary bracing, during installation of
instructions. Holes shall be cleaned of all debris and brushed out prior to installation
of anchor adhesive.
a`>
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a
trusses shall comply with TPI / WTCA BCSI 1.
>
DEFLECTION CRITERIA:
5.
Water shall be mean and free of injurious amounts of oil, acids, alkalis, salts, organic
Concrete Masonry (CMU):
9.
All trusses
ROOF COVERING:
�
0 4\
material or other substances that are deleterious to concrete or steel reinforcement.
prefabricated wood subjected to uplift conditions shall be securely fastened
co
J
g
Walls:
1. Concrete mason units CMU shall be ASTM C90-14, Hollow Load -Bearing Concrete
masonry (CMU) 9
to their supporting walls or beams with metal connectors as noted in the Truss
1.
The contractor shall be responsible for the design and installation of the roof covering
�
%� �'• ` �/D {� ••
°•>e,
Wind loads with plaster or stucco finish: L/360
p
6.
Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the
"Details
Mason Units, normal weight, with a minimum compressive strength of 1900 psi
Masonry 9 p 9 P
Connection Schedule.<�
system.
E
. ••a. ••
>''
Wind loads with other brittle finishes: L/240
structural drawings. All reinforcing details shall conform to and Detailing of
fm=1500 si .
Wind loads with flexible finishes: L/120 or U180
Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural
10.
All gable ends shall be balloon framed or braced in accordance with the applicable
2.
Asphalt shingles shall comply with ASTM D3161 and be installed according to the
0
✓
L/180 for exterior walls with interior gypsum board finish.
drawings.
2. All continuous reinforcing steel in masonry shall be lap -spliced with the following
detail as shown in the structural drawings.
manufacturer's requirements.
01-22-18
Floors:
Live Load: L/480 "
7.
Tolerances for foundation and slab alignment as well as placement of reinforcement
minimum lengths:
#4 bars: 20" minimum
11.
Guardrails, handrails, and guard in -fill components (Balusters and Pane! Fillers) shall
3.
Clayand tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation
P Y
c
ca
E
FLOYD S. SIMPSON, PE
FL PE No. 50791
Total Load: L/240
shall be in accordance with "Standard Tolerances for Concrete Construction and
#5 bars: 25" minimum
be provided by others.
Manual," and the manufacturer's requirements.
TCOMMENTS
' Increased floor stiffness may be required by floor covering manufacturer
Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate.
#6 bars: 30" minimum
C
12.
Engineered lumber (LVL. Parallam or LSL) shall meet the following minimum material
4.
Standing seam metal roofs shall comply with ASTM E1514 and be installed according
c
Roofs:
3. Grout all cells containing vertical reinforcement in 5'-0" maximum lifts.
specifications:
to the manufacturer's requirements.
v
Live Loaa: L/240
LVL or Parallam LSL
0)
Total Load: L/180
4. Provide cleanouts per ACI 530.1-13 in the bottom course of masonry when the wall
E=2,000,000 psi E=1,550,000 psi
5.
The contractor shall be responsible for the design and installation of all metal flashing
co
height exceeds 5'-0".
Fb=2,600 psi Fb=2,325 psi
and valley material.
U
Fc =750 psi Fc =900 psi
•-
5. Beam reinforcement shall be continuous across control joints.
Fv=285 sI Fv=310 sr
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All window, door and soffit assemblies shall be designed to withstand the design
a'
pressures indicated below and shall be installed in accordance with the
manufacturer's requirements.
q
WIND PRESSURES ON WINDOWS, DOORS &
SOFFITS (psf)
AREA OF OPENING
EDGES RIP(5)
INTERIOR ZONE (4)
Fastening Schedule
Pos Neg
Pos Neg
MITEK/USP ID FL #
Fasteners
U
0 to 20 sf
18.3 -24.5
18.3 -19.8
20.1 to 50 sf
17.5 -22.8
17.5 -19.1
50.1 to 100 sf
16.4 -20.6
16.4 -18.0
100.1 to 200 sf
15.5 -19.1
15.5 -17.1
200.1 to 500 sf i
14.7 -17.41
14.7 -16.3
Soffit Design Pressure 1
18.3 -24.51
18.3 -19.8
Base Design Pressure 15.50 GCpi = ±0.18
TYPICAL EDGE STRIP (5
a = 4.5'
TYPICAL INTERIOR ZONE (4
FF
I
1�
DRAWN BY:
CMF/BTC
c
CHECKED BY:
CFSS
W TITLE:
;P' GENERAL NOTES
3 SHEET:
00
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0-
Metal Connector
Fastening Schedule
0
Simpson ID FL #
MITEK/USP ID FL #
Fasteners
U
Anchorage (U.O.N.)
A35
10446.1
MPA1
17244.23
(1
?) 0.131" x 1'h"
n/a
ABU44 - Z
10860.4
PAU44 - TZ
17239.13
(1
?) 0.162" x 2'/2" or (12) 0.162" x 3'/z"
5/8" w/ 7" embed
ABU66 - Z
10860.4
PAU66 - TZ
17239.13
(1
2) 0.162" x 2'/z" or (12) 0.162" x 3'/2"
5/8" w/ 7" embed
CS 16
10852.2
RS150
17244.27
(1
1) 0.148" x 3" in each end - (22) total
n/a
DSP
10456.1
RSPT6-2
17244.29
(8
(6
0.148" x 1'/2" into studs
0.148" x 1'/2" into double plate
n/a
DTT2Z
10441.1
DTB-TZ
17219.1
(8
'/4" x 1Y2" SDS
Y2" w/ 4'/2" embed (mono) & 7" embed (stem)
GBC
10861.3
HC520
N/A
(5
(7
0.131" x 1'/2" into gable brace
0.131" x 21/2" into double plate
n/a
H2.5A
10456.3
n/a: use RT7
17236.11
(5)
0.131" x 21/2" in each end - (10) total
n/a
H2.5T
10446.8
n/a: use RT7
17236.11
(510.131
x 1'/2" in each end - (10) total
n/a
H3
10456.3
RT3A
17236.11
(4
0.131" x 21/2" in each end - (8) total
n/a
H6
10456.3
LFTA6
17244.17
(8
0.131" x 21/2" in each end - (16) total
n/a
H8
10446.8
RT8A
17236.11
(5
0.148" x 11/2" in each end - (10) total
n/a
HDQ8
10441.3
n/a: use UPHD8
17219.6
(20)1/4"
x 3" SDS
7/8" w/ 12" embed
HDU5
10441.4
PHD5
17219.4
(1-1)
W x 2'h" SDS
5/8" w/ 7" embed (mono) & 12" embed (stem)
HDU8
10441.4
PHD6
17219.4
(2
)) Y4" x 3" SDS
7/8" w/ 12" embed
HETA16
14473.3
HTA16
17680.4
(1
)) 0.148" x 1Y2"
4" embed
HTS20/24/30
10456.6
HT V20/24/30
17244.8
(1
) 0.148" x 3" in each end - (20) total
n/a
HTS M 16/20
11473.12
HTWM 16/20
6223.2
(8
(4
(4
0.148" x 3" into wood
'/4" x 2'/4" Titen into CMU
%" x 1%" Titen into concrete
n/a
HTT4
11496.6
HTT4
17324.2
(1
) 0.162" x 21/2"
5/8" w/ 7" embed (mono) & 12" embed (stem)
HTT5
11496.6
HTT5
17324.2
(21l3)
0.162" x 21/2"
5/8" w/ 7" embed (mono) & 12" embed (stem)
LTP4
10446.13
MP4F
17244.24
(1
-) 0.131" x 11/2"
n/a
LSTA18
10852.6
LSTA18
17244.18
(7
0.148" x 3" in each end - (14) total
n/a
LTS12
10456.7
LTW12
17244.8
(6
0.148" x 3" in each end - (12) total
n/a
MSTA24
10852.9
MSTA24
17244.18
(9
0.148" x 3" in each end - (18) total
n/a
MSTAM24
11473.11
MSTAM24
17325.1
(9
(5
(5'/4"
0.148" x 3" into wood
'/4' x 2Y4" Titen into CMU
x 1%" Titen into concrete
n/a
MSTA30
10852.9
MSTA30
17244.18
(1
I) 0.148" x 3" in each end - (22) total
n/a
MSTA36
10852.9
MSTA36
17244.18
(1
3) 0.148" x 3" in each end - (26) total
n/a
MSTAM36
11473.11
MSTAM36
17325.1
(1
(8
(8
3) 0.148" x 3" into wood
'/4" x 2%" Titen into CMU
Y4" x 1% Titen into concrete
n/a
MTS12/20
10456.8
MTW12/20
17244.8
(7
0.148" x 3" in each end - (14) total
n/a
MTSM16/20
11473.12
HTWM16/20
6223.2
(7.1
(41'/4"
(41'/4"
0.148" x 3" into wood
x 21/4" Titan into CMU
x 13/4" Titen into concrete
n/a
PA51
13326.4
TA51
N/A
(1
4) 0.162" x 2'/2" or (14) 0.162" x 3'/2"
4" embed
S P H4/6
10456.12
S PTH4/6
17244.32
(1
2) 0.148" x 1 Y2"
n/a
SSP
10446.1
RSPT6
17244.29
(4
(3
0.148" x 1Y2" into studs
0.148" x 11/2" into double plate
n/a
STHD14
13326.7
STAD14
17230.3
(3)
0.148" x 3'/4"
14" embed
Notes:
1.) All connectors manufactured by Simpson Strong -Tie or MIT
2.) Mono = monolithic concrete, stem = masonrystemwall or bond
3.) Anchorage refers to threaded anchors with noted diameters
:K/USP (U.O.N.)
beam
and embedment depths
DRAWN BY:
CMF/BTC
c
CHECKED BY:
CFSS
W TITLE:
;P' GENERAL NOTES
3 SHEET:
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NUMBER: 172043 couNTY:DUVAL
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DO NOT SCALE THIS DRAWING
=
RELEASE DATE:
01-22-18
EVIbIONSc
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DRAWN BY:
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CFSS
W TITLE:
;P' GENERAL NOTES
3 SHEET:
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2 12 TREATED LEDGER w/ I
I [
HDG ANCHOR BOLT @ 16" O.C.
(ADHESIVE w/ 4" EMBED.)
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SD -1
2112 TREATED LEDGER w/
HDG ANCHOR BOLT @ 16" O.C.
(ADHESIVE w/ 4" EMBED.)
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9'-10" 1-
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SEE DETAIL WON S3
4'-8" FOR CANTILEVERED SLAB 16'-0"
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EXPAND FOOTI4G
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1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6
SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHT OF 9'-1 %" - U.O.N.
2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4
SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 9'-1 Ya" - U.O.N.
3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N.
NOTIFY ENGINEER OF ANY VARIATIONS
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EACH BALCONY POST SHALL BE
TREATED 44 POST STRAPPED TO
FRAMING BELOW WITH MSTA36-Z STRAP
STRAP POST TO EACH BEAM ABOVE
WITH (1) H6 -Z CLIP OR (1) MSTA24-Z
NOTE:
THIS OPEN PORCH CEILING
REQUIRES A MINIMUM %" SHEATHING
FASTEN WITH 6d COM OR BOX
NAILS AT 6" O.C. ON EDGES
AND 12" O.C. IN THE FIELD
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DETAILS "A" & "B" ON SHEET SD -2 - U.O.N.
WOOD FRAMED HEADER LEGEND: Y4' =1' o" (U.O.N.)
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WALL LAYOUT
NOTE: SECOND FLOOR
ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM
(2) 2X6 N0.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE = SHEET:
INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER
ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH o
MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) Q
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UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
HTS24
FG01
(2) HTS24
(2) HTS24
FRG01
(2) HTS24
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
(2) HTS24
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
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ALL OTHER TRUSSES
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H2.5T OR
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OR
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(5) REFER TO MANUFACTURER'S INSTALLATION DETAILS
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BM1 (2) 1 4" x 20" 2.0E LVL
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NOTE:
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2x10 TREATED LEDGER WITH
SHALL BE DISREGARDED
(3) %" x 4 %" SDS SCREWS
(24" O.C. MAX) AT EACH
2) THE TRUSS LAYOUT AND NUMBERING SYSTEM
TRUSS END VERTICAL
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BEAM SCHEDULE INTERIOR SIDE OF WALL
(5) REFER TO MANUFACTURER'S INSTALLATION DETAILS
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INCREASE NAIL SIZE TO
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OVERHANG AREA
1x6 T&G DECKIN
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BETWEEN CORNER HIP JACKS
LOWER RAFTER TO ALIGN WITH
BOTTOM OF T & G
OVERHANG I EXTEND RAFTER PAST DIAGONAL
0.131"x 3" NAILS @ 8" O.C.
STAGGERED ACROSS
ALL INTERSECTING MEMBERS
THROUGH TRUSS INTO RAFTER
FROM OPPOSITE SIDES OF NOTCH
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EARING WALL
ELEVATION
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LOWER RAFTER TO ALIGN WITH
BOTTOM OF T & G
PLAN VIEW
CORNER HIP RAFTER DETAIL
ALL EXTERIOR BRACKET/ TRELLIS
MEMBERS SHALL BE TREATED
HALF -LAP JOINT IN MEMBERS
w/ (2)%" x 3" SDS SCREWS
(2)Y" x 6" SDS SCREW—
(POCKET SCREW AS REQUIRED
TO ACHIEVE MIN.
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SHEATHING
MIN. 44 MEMBER
MIN. 44 MEMBER
2x6 BUILT-UP
JACK / KING
STUD POST
EARING WALL
NGINEERED HIP TRUSS
TOENAIL EACH RAFTER TO LEDGER
wl (4) 0,131" x 3" NAILS
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NAILS @ 16" O.C.
RAFTERS @ 24" O.C.
SDWC15600 RAFTER
TO BEAM (TYPICAL)
IN. 46 BEAM
-44 MEMBER
SDWC15600 44
TO BEAM
Ya" x 4)/2" SDS SCREW
(POCKET SCREW AS REQUIRED
TO ACHIEVE PROPER EMBEDMENT)
`---NOTE:
ALIGN BRACKET SCREWS
TO PENETRATE INTO STUDS
(NOT BETWEEN PLIES OF
JACK / KING STUD POST TYPICAL)
%" x 6" SDS SCREW
DETAIL - BRACKET OVER GARAGE & MASTER SUITE
l'-8"
OVERHANG 3'-4"
ROOF SHEATHING 0.131"x 3" NAILS @ 8" O.C:
INCREASE NAIL SIZE TO STAGGERED ACROSS
0.120"x 3" RING SHANK IN ALL INTERSECTING MEMBERS
OVERHANG AREA
1x6 T&G DECKING
GINEERED TRUSS
2x6 RAFTER SISTERED TO SIDES '---BEARING WALL
OF TRUSS. LOWER RAFTER TO
ALIGN WITH BOTTOM OF T&G
(i.e. RAFTER IS NOT CUT OR NOTCHED) ELEVATION
2x6 RAFTER SISTERED TO SIDE
OF TRUSS. LOWER RAFTER TO
ALIGN WITH BOTTOM OF T&G
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RING WALL
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\\\/ • �° \\\�
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=
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AND 6" INTO FOOTING.
8" (1) #4 CONT.
01 22 18
FLOYD S. SIMPSON, PE
FOOTING.
\/\ \ \
\ /\\\\/
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E
FL PE No. 50791
COMMENTS:
6
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1 8" ONE STORY 2 #5 CONT.
1'-0" ONE STORY 2) #5 CONT.
//j/j /\\j
\j
\��\ `` ' \\i...... NOTE:
6"
„
V-8" TWO STORY - (3) #5 CONT.
V-4" TWO STORY - (2) #5 CONT.
\/\
/\ �\ �\ /
6 >v' ''�//
�j \/\\/\\/\//�
/\ /\ /\ /\ /\ �\
REINFORCEMENT IS NOT REQUIRED
1-8 (2) #5 CONT.
a,
* *ALTERNATE: INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA
51 STRAP OR STHD14 STRAP SEE DETAIL R ON SHEET SD -1)* *
( TO PASS THROUGH SLOTS IN STRAP.
cu
SECTION - STEMWALL
SECTION - MONOLITHIC
F DETAIL
- PA51 INSTALLATION STEMWALL
DETAIL - STHD14 INSTALLATION MONOLITHIC
L SECTION - PORCH STEMWALL
SECTION - NON-BEARING STEPDOWN
U
B
SD 1 NOTE:
SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
Q
0
SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
F STEMWALL HEIGHT EXCEEDS 48" CONTACT
SD -1
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS.
m
F
SHOWER AREA
F — ; j SHOWER AREA
0
c
I
—
----' `- - MONOLITHIC FOOTING
cc
BRICK VENEER WITH 1"AIRSPACE
m
AND WALL TIES
.,...,.
8" CMU STEMWALL
f
FORM EDGE
c
CONT. FLASHING; PROVIDE WEEP
PLAN VIEW
PLAN VIEW
HOLES @ 33"O.C.
m
GROUT AIRSPACE BELOW FLASHING
BRICK VENEER WITH 1"AIRSPACE
a
SILL PLATE
AND WALL TIES
c(a-
a)
-0
SILL PLATE
N
(1) #5 CONT.
CONT. FLASHING; PROVIDE WEEP
FILL JOINT WITH ELASTOMERIC
HOLES @ 33"O.C.
GROUT AIR SPACE BELOW FLASHING
6' MIN.
(1) #4 CONT.
SILL PLATE
(2) MSTAM36-Z STRAPS
�
c
JOINT FILLER
CONCRETE SLAB
SILL PLATE
HEIGHT OF CURB VARIES
,�
a
CONCRETE SLAB
NAIL EACH STRAP TO CRIPPLE STUD
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o0
N
6" MIN.
CONCRETE SLAB
<
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a WITH (13) 10d COM NAILS
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6
_ =
z HEIGHT OF CURB VARIES 8"MAX.
( )
N 1 #4 CONT,
• z )
6" MIN. HEIGHT OF CURB VARIES 8"
( MAX.))
000 - -
\ \\ \\ \\
o FASTEN STRAP TO FOUNDATION
w WALL WITH 8 a" x 2%" CONCRETE SCREWS
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GRADE --\CONCRETE SLAB
- -
ro� GRADE
//\\\\/�\/�\
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< INTO MASONRY OR (8)X" x 1 %" CONCRETE
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GRADE \/ \/ \
\\/\\\j\/\\/�\/\\j
CONCRETE SLAB
\//\\ \//\r
(1 NT.
) #5 CO
, SCREWS INTO CONCRETE. CONCRETE
=
SCREW S SHALL BE POWERS "TAPPER" WITH
P
a,
-
' \r8" CMU STEMWALL WITH (1) #4 @ 48"O.C.
' m
a
DE
\\ /\/\/
/ / / /
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GRADE \ \ \/\
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PERMA SEAL FINISH OR EQUAL.
/ \ AND IN EACH CORNER.
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/
/ //\\/�
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8' CMU STEMWALL WITH 1 #4 48"O.C.
/ /<-'—
oAND
/
8" CMU STEMWALL WITH (1) #4 @ 48"O.C.
IN EACH CORNER.
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H
STRAPS ALL BE COVERED WITH SIDING OR
a)
a
\\ • \\�\\ HOOK REBAR 12" INTO UPPER COURSE OF
co
'/\/ ' "•' cr° //\/
o_ \\
\\/\\� O o�
AND IN EACH CORNER.
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;_ g /\/\/\/\/.
',// //\
_
o / // /. FILL CELL SOLID AT EACH #4 REBAR.
- '° \/j
STUCCO
\ \BLOCKS AND 6"INTO FOOTING.
\ \ \ \
5" /////// ///,�//
\ \
\
/j, FILL CELL SOLID AT EACH #4 REBAR.
\ \ \\
\\j\\j
\ \\/\
/j / / / j\/\/
/ /j /j /j / // /j /j
\\i
.� HOOK REBAR 16" INTO PORCH SLAB AND
\ . \ \\
// 6" INTO FOOTING.
\
=
NOTE:
0
6'l
\�\\\/ \\`
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�
HOOK REBAR 12" INTO SLAB AND 6" INTO
FOOTING.
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/ / THIS DETAIL MAY BE SUBSTITUTED FOR
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o�
V -5" ONE STORY 3 #5 CONT.
6"
6"
EITHER THE PA51 STRAP (STEMWALL) OR
Ca -
1' 8" ONE STORY 2 #5 CONT.
1' 9" TWO STORY (3) #5 CONT.
V.
8" ONE STORY 2 #5 CONT.
1' 0" ONE STORY 2 #5 CONT.
1'-4" TWO STORY - (2) #5 CONT.
V-8" (2) #5 CONT.
THE STHD14 STRAP (MONOLITHIC).
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o
1'_8" TWO STORY - (3) #5 CONT.
1'
8" TWO STORY - (3) #5 CONT.
\..\\
o
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Vc
SECTION STEMWALL AT GARAGE WITH BRICK
SECTION - MONOLITHIC AT GARAGE WITH BRICK
G SECTION
- STEMWALL AT EXTERIOR WALL SHOWER
SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER
M SECTION - PORCH STEMWALL WITH BRICK
R DETAIL - ALTERNATE FOR PA51 STRAP OR
co
n5
v
C -
SD 1 NOTE: IF STEMWALL
SD 1 NOTE: I
HEIGHT EDS 48" CONTACT
\, SD 1 NOTE:
SD -1 STHD14 STRAP
-
v
ENGINEER FOR ADGHT DITIONAL T ONALEREQUIREMENTS
NGINEERALL
FOR ADDITIONAL REQUIREMENTS
ENGINEER FOR ADDITIONAL REQUIREMENTS.
0
W
LL�
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0
O
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=
SILL PLATE
(n
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0
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1 #5 CONT.
()
NOTE:
cn
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Q
a
FILL JOINT WITH ELASTOMERIC
SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS)
to
Q
JOINT FILLERLO
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
�
U �
CONCRETE SLAB
a
SILL PLATE
NOT TO BE DAMAGED DURING THE CUTTING PROCESS.
TREATED POST
U
Z
W
SILL PLATE
SILL PLATE
(TYPICALLY 1 - 4 HOURS IN WARM WEATHER)
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3
`"
-
ABU_ POST BASE WITH
PAVERS BY OTHERS
(D
a)
U
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6" MIN. HEIGHT OF CURB VARIES (8" MAX.)
CONCRETE SLAB
CURB HEIGHT VARIES
a" GALV. ANCHOR EMBEDDED
�,
OB NUMBER:
17-2043
COUNTY
DUVAL
GRADE \\/\�//\�
\ \/\/
O°
GRADE CONCRETE SLAB
CONCRETE SLAB
FILL CUT WITH 1' DEEP x/" WIDE SAW
ELASTOMERIC CUT AT DENOTEDLj
12" (SET -XP ADHESIVE)
w
tT
V-10"-
��8" CMU STEMWALL WITH (1) #4 @ 48"O.C.
AND IN EACH CORNER.
°----
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-----
-_
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FILLER LOCATIONS.
N
DO NOT SCALE THIS DRAWING
RELEASE DATE:
01 22 18
CD o' \j \j\\j FILL CELL SOLID AT EACH #4 REBAR.
HOOK REBAR 12' INTO UPPER COURSE
OF BLOCKS AND 6" INTO FOOTING.
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CONCRETE
PEDESTAL ON 24"X 24"X 12" PAD
FOOTING WITH (2) #5 EACH WAY
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DRAWN BY: CMF/BTC
V-8" ONE STORY 2 #5 CONT.
1' 0" ONE STORY 2 #5 CONT.
)
V-4" ONE STORY 2 #5 CONT.
V-4" ONE STORY 2 #5 CONT.
CONCRETE SLAB-
2-0
W
CHECKED BY.
TITLE:
FOUNDATION DETAILS
1'_8^ TWO STORY - (3) #5 CONT. 1' 4" TWO STORY (2) #5 CONT.
V-8" TWO STORY - (3) #5 CONT.
1'-8" TWO STORY - (3) #5 CONT.
�
D SECTION - STEMWALL AT GARAGE
SECTION - MONOLITHIC AT GARAGE
H
SD -1
SECTION
INTERIOR BEARING
J SECTION - BEARING STEPDOWN
T SECTION - TYPICAL SAW -CUT CONTROL JOINT
SD-1SD-1
1*_�
U DETAIL - PAD FOOTING AT PAVERS
=
o
@
SHEET:
SD�l
SD 1 NOTE: IF , (EMWALL HEIGHT EXCEEDS 48" CONTACT
SD -1
%-�
EN ;INEER FOR ADDITIONAL REQUIREMENTS.
U
C �
C V
C 00
CV
DOUBLE PLATE
(TYPICAL DOUBLE PLATE SPLICE) NOTE: REFER TO DETAIL "S" ON SD -3 FOR NAILING AS NOTEDJACKS ) KING STUDS
48" MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL `TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT
/ \ HEADER (AS NOTED) HEADER
MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL NAILS AS NOTED
(16) 0.131"x 3" NAILS IN THIS ZONE. (SEE DETAIL "E" ON SD -2) I PLATES WITH 0.131"x 3" NAILS @ 8"O.C. 2x_ BLOCKING (TYPICAL) IN TABLE
NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH ( STAGGERED i
JOINT IN LOWER PLATE JOINT IN UPPER PLATE NAIL E C NAILS @ KING STAGGERED � � 3) 0.131"x 3/a" TOENAILS AT EACH
TYPICAL STUD TO DOUBLE PLATE �ND (TYPICAL) JACK STUD
JACK STUD AND KING CONNECTION
STUD REQUIREMENTS ( ) NAIL EACH SILL PLY TO KING STUD KING STUDS
SEE DETAIL "G" ON SD -2 WITH (3) 0.131"x 3%" NAILS - TOENAIL
(SEE WALL LAYOUT) I OR ENDNAIL (TYPICAL)
BEVEL BLOCKING AS REQUIRED FOR NOTE:
SPH4 / 6 INSTALLED HORIZONTALLY MINIMUM 1 Y" NAIL PENETRATION NAILS MAY BE TOENAILED OR BACK
INTO MAIN FRAMING MEMBERS NAILED THROUGH KING STUD.
HEADER NAILING REQUIREMENTS
2x6
(3) NAILS PER PLY
2x8
(4) NAILS PER PLY
2x10
(5) NAILS PER PLY
2x12
(6) NAILS PER PLY
94"or 9Y"
LVL
(5) NAILS PER PLY
111" or 11
LVL
(6) NAILS PER PLY
14" LVL
(7) NAILS PER PLY
16" LVL
8 NAILS PER PLY
LL-
\—
BUILT-UP HEADER WITH 0.131"x 3
2x_ SPF #2 STUDS @ 16 O.C. (U.O.N.) (TYPICAL) �, Cr) o
NAILING AT STUD NAILS @ 12 O.C. TOP AND BOTTOM :::) N
TO DOUBLE PLATE (U.0.N.) (2) 2x_ SILL <C6
NAIL EACH PLATE TO JACK STUD SHEATHING MAY CANTILEVER UP TO 0 F- 00
WITH (3) 0.131"x 3Y4" NAILS - TOENAIL 2" MAXIMUM PAST SUPPORTS. ALL o 0
OR ENDNAIL (TYPICAL) WINDOW ATTACHMENTS MUST BE O L
ANCHORED INTO 2x_ MEMBERS. n
00
-a
D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION
SD -2j 0
DOUBLE SILL REQUIRED WHERE OPENING
WIDTH EXCEEDS 61" (U.O.N.)
APPLY SHEATHING HORIZONTALLY FOR STUCCO FLORIDA C.A. NUMBER: 25846
JOINT IN SILL PLATE APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1
BUILT-UP CORNER POST NAILING AT STUD
TO SILL PLAT � RATED OR 15/ 32 RATED SHEATHING MAY BE
i 'p -11 1� w - �INSTALLED VERTICALLY. TONAILING
DOUBLE PLATE
II 8 II II
4"
MIN.; A II II II II II II II
12" MAX. " " " " 12" MAX. " 2x_ TREATED SYP #2 SILL PLATE F STUD
ANCHOR BOLT (AS NOTED) BUI T -UP POST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE SD 2
NAII EACH PLY WITH 0.131"x 3Y4" CONNECTION
NAI S @ 6"O.C. STAGGERED (SEE DETAIL "G" ON SD -2) NAILING AT STUD
ALL NAILS NOTED ARE 0.131"x 3Y" METAL CONNECTOR REQUIREDMETAL CONNECTOR TO SILL PLATE
(SEE CONNECTION SCHEDULE) --..,NOT REQUIRED
STUD TO PLATE NAILING*
w
21M
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(2)
cn
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(4)
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BUILT-UP HEADER WITH 0.131"x 3
2x_ SPF #2 STUDS @ 16 O.C. (U.O.N.) (TYPICAL) �, Cr) o
NAILING AT STUD NAILS @ 12 O.C. TOP AND BOTTOM :::) N
TO DOUBLE PLATE (U.0.N.) (2) 2x_ SILL <C6
NAIL EACH PLATE TO JACK STUD SHEATHING MAY CANTILEVER UP TO 0 F- 00
WITH (3) 0.131"x 3Y4" NAILS - TOENAIL 2" MAXIMUM PAST SUPPORTS. ALL o 0
OR ENDNAIL (TYPICAL) WINDOW ATTACHMENTS MUST BE O L
ANCHORED INTO 2x_ MEMBERS. n
00
-a
D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION
SD -2j 0
DOUBLE SILL REQUIRED WHERE OPENING
WIDTH EXCEEDS 61" (U.O.N.)
APPLY SHEATHING HORIZONTALLY FOR STUCCO FLORIDA C.A. NUMBER: 25846
JOINT IN SILL PLATE APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1
BUILT-UP CORNER POST NAILING AT STUD
TO SILL PLAT � RATED OR 15/ 32 RATED SHEATHING MAY BE
i 'p -11 1� w - �INSTALLED VERTICALLY. TONAILING
DOUBLE PLATE
II 8 II II
4"
MIN.; A II II II II II II II
12" MAX. " " " " 12" MAX. " 2x_ TREATED SYP #2 SILL PLATE F STUD
ANCHOR BOLT (AS NOTED) BUI T -UP POST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE SD 2
NAII EACH PLY WITH 0.131"x 3Y4" CONNECTION
NAI S @ 6"O.C. STAGGERED (SEE DETAIL "G" ON SD -2) NAILING AT STUD
ALL NAILS NOTED ARE 0.131"x 3Y" METAL CONNECTOR REQUIREDMETAL CONNECTOR TO SILL PLATE
(SEE CONNECTION SCHEDULE) --..,NOT REQUIRED
STUD TO PLATE NAILING*
STUD SIZE ENDNAIL TOENAIL
2x4
(2)
(3)
2x6
(3)
(4)
2x8
(4)
(5)
2x10
(5)
(6)
0
ami i
a�
m
r �0. 't
, + 0
E °
o 7
o�
*ALL NAILS NOTED ARE 0.131"x 3'/a" 01-22-18
c FLOYD S. SIMPSON, PE
C DETAIL -TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE DOUBLE PLATE G DETAIL - TYPICAL WALL STUD CONNECTION E FL PE No. 50791
C COMMENTS:
SD -2 2x SPF #2 STUDS @ 16"O.C. 2x SPF #2 STUDS @ 16"O.C. SD 2
THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL
QUICK -TIE AT NOTED SPACING @ 24"O.C. OR a'x 3 a' TAPCON 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3%" ENDNAILS AT TRUSS
til
PLATE (BELOW) SCREW @ 32"O.C.
/-2x_ CORNER FRAMING FULL ROOF COVERING (BY OTHERS) o
2x TREATED SYP #2 2x TREATED SYP #2
ROOF TRUSSES a)
HEIGHT STUDS(TYPICAL) ILL PLATE ILL PLATE — Q
(2) ROWS OF 0.131"x 3Y4" �� .� �� CORNICE DETAIL
A (BY OTHERS) NOTE:
H2.5A AT EACH LOOKOUT H2.5A AT EACH LOOKOUT N ILS @ 12"O.C. ' ` TRUSS TO WALL CONNECTION
UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR LOAD ONLY OR o
2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C. — STAGGERED (TYPICAL) EASED / HARDWARE MUST BE INSTALLED o
OVERHANG FOR OVERHANG I ON THE EXTERIOR SIDE OF THE
ROOF SHEATHING AS NOTED METAL CONNECTOR WALL
( ) ROOF SHEATHING — METAL CONNECTOR OR \ \ a,
/ 2X4 SYP BLOCKING BETWEEN / (AS NOTED) 2x6 OR 2x8 FRAMED WALL BLOCKING
REQUIRED r (AS NOT SDWC 15600 SCREW / %s" OR 1�2" RATED SHEATHING, EXPOSURE I SHINGLE ROOF
LOOKOUTS 2x4 SYP BLOCKING SILL PLATE (BELOW) 19
BETWEEN LOOKOUTS ( ) J 32"O.C. U.O.N. /
@ /2 RATED SHEATHING, EXPOSURE I -TILE ROOF
2x4 CORNER FRAMING FULL _ FASTEN WITH 0.113 x 2 a RING SHANK ca
BALLOON FRAMED HEIGHT STUDS DOUBLE PLATE DOUBLE PLATE NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS.
BALLOON FRAMED STUDS (AS NOTED) STUDS (AS NOTED)a,
MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF #2 STUDS @ 16"O.C. GYPSUM BOARD
DOUBLE PLATE NAILED WITH SHEATHING AS NOTED
SINGLE PLATE NAIL TO TRUSS (4) 0.131 x 3Ya" NAILS TO ( ) CONNECTOR AT EACH TRUSS
INTERIOR VAULT N SIMPSON SDWC 15450 SCREW
EACH ADJACENT STUD 2x SPF #2 STUDS 16"O.C. (SEE TRUSS CONNECTION SCHEDULE)
BOTTOM CHORD WITH 0.131" x 3Ya" EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN @ @ 32"O.C. U.O.N. m
NAILS @ 6"O.C. SHALL BE NAILED TO THIS SPACE ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) a
EXTERIOR SHEATHING SHALL BE — _ SPACING (48" O.C. MAXIMUM) SILL PLATE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE avi
UPPER PLY OF DOUBLE — —2x4 CORNER FRAMING FULL 2x TREATED SYP #2 ANCHOR BOLTS AT NOTED IN ALL LOCATIONS AND SHALL BE NAILED 3"O.C.TO THE TOP
NAILED TO BOTTOM CHORD OF TRUSS PLATE @ 6"O.C. @ F-
- — — — — (a7 6"O:C. WITH 0.131" x 2%" HEIGHT STUD ILL PLATE PACING (32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE ui
t`T WITH 0.131"x 2/" NAILS. I
AILS — 2 R (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) a,
_ _ _ _ (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL O ROWS OF 0.131"x 3/a" _�_ _ ° U)
NAILS @ 12"O.C. SHEARWALL UPLIFT (ROOF) - SCREWS
(U.O.N. ON WALL LAYOUT) GYPSUM BOARD Cu
'%2" FULL LENGTH RATED SHEATHING, EXPOSURE 1. CZ
H DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL - BALLOON FRAMED GABLE END HIGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 90° CORNERS L SECTION - INTERIOR WALL CONDITIONS BEARING/SHEARWALL) FASTEN ON EDGESIANDd1COM ORO,131"xM" NAILS 611O.C.
2 0 C ON INTERMEDIATE SUPPORTS. a)
sD-2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH SD -2 INTERIOR CEILING PITCH EXCEEDSY2 OF EXTERIOR ROOF PITCH sD 2 sD 2 (U.O.N.) SEE "F" ON 2
2x_ SPF #2 STUDS @ @ 16"O.C. U.O.N. (SEE WALL LAYOUT) a,
c
2x— SOLE PLATE U.O.N. NAIL TO RIM
2x— No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3%" ENDNAILS AT TRUSS BOARD @ 6"O.C. WITH 0.131"x 3Ya"
ROOF COVERING (BY OTHERS) NAILS av;
NOTE: ROOF TRUSSES 23/32" RATED STURD-I-FLOOR (T&G) SHEATHINGL
ALL MEMBERS SHALL BE #2 SYP. NAIL BRACE TO BLOCKING WITH 5 0.131"x 3'/a" CORNICE DETAIL NOTE: GLUED AND NAILED. FASTEN WITH 0.131" x 2Y" RING
() ((3) 0.131"x 3/a" TOENAILS AT EACH LOOKOUT
NAILS f0 TOP CHORD OF TRUSS. (BY OTHERS) TRUSS TO WALL CONNECTION — SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE
2x6 BL000 G BETWEEN TRUSSES WITH / HARDWARE MUST BE INSTALLED / FIELD._
2x4 BLOCKING REQUIRED BETWEEN / ON THE EXTERIOR SIDE OF THE / C-
(3) 0.131"x 3A" NAILS EACH END LOOKOUTS
WALL
FLOOR JOIST (I JOIST SHOWN, SAWN U
ROOF SHEATHING (AS NOTED) 2x_ BARGE RAFTER � I\ � I / SD -3 FOR OPEN WEB TRUSSST SIMILAR - SEE N "Z" ON o
cu
FASCIA (BY OTHERS) ( %s" OR 1%2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF \ CLEARANCE BETWEEN PANELS BETWEEN FLOORS:' V I I I I \ '7%2" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF
� GYPSUM BOARD '� V
\ — 'Y32" RATED SHEATHING, EXPOSURE I - METAL ROOF Q
2x4 LOOKOUTS @ 48"O.C' 3 RIM BOARDLSL OR LVL)
o
FASTEN WITH 0.113" x 2 /a" RING SHANK (n Q
H3 CLIP OR EQUAL AT EACH NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. NAIL JOIST TO PLATE WITH (2) 0.131"x 3Ya" TOENAILS Lu W
LOOKOUT E m m
GYPSUM BOARD (2) 2x_ SYP #2 DOUBLE PLATE E V
CONNECTOR AT EACH TRUSS (U.O.N.) o =
GABLE END TRU`;S (DROP GABLE)
(SEE TRUSS CONNECTION SCHEDULE ~ ,
SEE DETAIL "EE" ON SD 3 FOR W Z Z
cn
BETWEEN FLOOR CONNECTIONS a' Q 0
2x6 BRACE SPA(;ED @ 48"O.C. UNLESS (2) 2x— SYP #2 DOUBLE PLATE (U.O.N.) J
OTHERWISE NOTED ON ROOF LAYOUT. c a
WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN TOENAIL RIM BOARD TO PLATE WITH Lu Q
I I I ADD 2x4 T -BRACE NAILED @ 6"O.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3" O.C. TO THE TOP0.131 "x 3 /a t „ ;y > to Q
NAILS @ 8"O.C. m 0.131"x 2Y" NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE c- U _
EXCEEDS 9'-0". STAGGERED ACROSS BOTH PLATES)
GYPSUM BOARD
BOARD J p
�\ 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) U a
\ �s �%2" FULL LENGTH RATED SHEATHING, EXPOSURE I. JOB NUMBER: COUNTY:
/ /2" FULL LENGTH RATED SHEATHING, EXPOSURE I. � 17-2043 DUVAL
FASTEN WITH 8d COM OR 0.131"x 2Y" NAILS6O.C. FASTEN WITH 8d COM OR 0.131"x 2Y" NAILS @ 6"O.C. w L
@" l ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. CO Y" = V-0"(U.O.N,) ON EDGES AND 12'O.C. ON INTERMEDIATE SUPPORTS.
(U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 (U.O.N.) SEE "F" ON SD -2 DO NOT SCALE THIS DRAWING
' INSET WALL Y2" FOR STUCCO APPLICATIONS = RELEASE DATE:
INSET WALL/" FOR STUCCO APPLICATIONS I REVISIONS: 01-22-18
WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE C5
GBC CLIP (2) R QUIRED AT EACH BRACE IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. s
TOENAIL BOTTC M CHORD OF TRUSS TO 2x_ TREATED SYP #2 SILL PLATE WITH DRAWN BY:
• LSTA12, LTP4, OP SDWC 15600 @ 48"O.C. 2x_ TREATED SYP #2 SILL PLATE WITH 3 CMF/BTC
DOUBLE PLATE ITH 0.131"x 3%" NAILS SIMPSON %"x 6" TITEN HD (OR TITEN HD ROD COUPLER) SIMPSON /a'x 6' TITEN HD (OR TITEN HD ROD COUPLER) E CHECKED BY:
WITH 3"x 3 xYa" WASHER @ 24'O.C. cFSS
cm
@ 8"O.C. WITH 3"x 3"x Y" WASHER @ 24"O.C. w TITLE:
\\ /
2x4 DRYWALL B CKING INSTALLED GYPSUM BOARD I%EILING (1E fIONS AND DETAILS
CONTINUOUSL BETWEEN BRACES = SHEET:
M N SECTION - GABLE END WALL DIAGONAL BRACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY WALL
SD2 SD2 SD2 SD2SD�211
O
END VERTICAL
BRACING REQUIREMENTS
BRACING
BRITTLE FINISH
FLEXIBLE FINISH
16"O.C.
24"O.C.
16"O.C.
24"O.C.
NE
NO REQUIRED
0" TO 53"
0" TO 47"
0TO 67
"
Oi; TO 59"
2x4 L -BRACE
54 TO 114
48" TO 99"
68" TO 145
60 TO 126"
2x6 L -BRACE
115" TO 182"
j 100" TO 158"
I 146" TO 232"
1 127' TO 201"
F
�
U
V
---- DOUBLE PLATE NAILING LO
w
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER CONDITION: 1 NAIL SHEATHING TO KING STUD m M
@ 12"O.C. MINIMUM. Q
FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, BRICK (NOTCHED BEAM) x (••�� p o
VENEER, ETC. a,
RATED ROOF SHEATHING c � w
E_ zo
-- EDGE NAILING PER SHEARWALL -0 u
co -
2x_ L -BRACE NAILED TO ;-- 0 � M
VERTICAL WEB —
'_= REQUIREMENTS. NAILS MAY BE in
>- WITH 0.131"x 3" NAILS @ 6"O.C. — ---
;`_`_ STAGGERED ACROSS TWO JACK `= Q N
= VERTICAL WEB IN GABLE END ---STUDS. `CO
�
'� C j 'IT
0 TRUSS NAIL SHEATHING TO DOUBLE PLATE WITH '�% , -� o
vD
NAIL SHEATHING ALONG BOTTOM OF / / ca a
Lu 2 ROWS OF 0.131"x MY NAILS 6"O.C. �// EDGE OF PANEL (TYPICAL) c p CD
6'
2x_ LOOKOUTS AT 48"O.C.
v HEADER @ 3"O.C. j00
Lu
1 " OR 24 INSTALL DSP CLIPS @ 24" O.G. OR T
SPH_ @ 32"O.C. cu
Z SPACING I I p I.
(SEE TA � �� �, `1�-- ANCHOR BOLT REQUIRED WITHIN 6"---t��, II u; �
w EXTERIOR BEAM (AS NOTED)
OF KING / JACK UNIT - MAY BE
DOUBLE PLATE LOCATED ON EITHER SIDE.
N
BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED co FLORIDA C.A. NUMBER: 25846
BEAM BEARS ON (2) 2x— JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION
(TYPICAL - U.O.N.) 1.
CONDITION: 2{4ir„t.�.R@��,
cu
(DROPPED BEAM)
O
i o 0 »
P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL — EXTERIOR BEAM TO WALL CONNECTION R DETAIL - EXTERIOR BEAM TO WALL CONNECTION S DETAIL - OPENINGS WITH SOLID SAWN LSL, LUL OR PSL HEADER
SD -3
d
3 x”
NAIL SCAB TO TOP CHORD WITH Vs�'`"'0.Y�°�-°�,��`,y�
ay
ALTERNATE ANCHOR: (4) 0.131"x 3'/" NAILS
''/z" x 6" TITEN HD NAIL EACH END OF BLOCKING TO m 0'1-22=18
- f—� ADD 2x4 VERTICAL SCAB IN EACH — FLOYD S. SIMPSON, PE
EXL TERIOR BEAM (MECHANICALLY GALVANIZED) BOTTOM CHORDS WITH (3) 0.131"x 3 cu
ROOF SHEATHING (AS NOTED) ' " TRUSS IF NO WEB IS PRESENT Y " E COMMENTS:
WITH 2" x/ WASHER /a
3 0.131"x 3X" NAILS TYPICAL AT � L PE No. 50791
INSTALL 2x4 BLOCKING BETWEEN ca
H6 CLIP FROM ACH TRUSS MONOLITHIC FOUNDATION - TRUSS BOTTOM CHORDS @ 12"O.C.
--ROOF TRUSS (BY OTHERS) WITH POST TO BEAM 2x4 X -BRACE ACROSS LENGTH OF
EXTERIOR �
a�
BOTTOM CHORD OF TRUSS
I I BRACE IF REQUIRED LAP BEAM PLIES AND %" x 6" TITEN HD SCREW ANCHOR
( ) SHEARWALL
NAIL AS SHOWN - (5)
3/8" NAIL EACH BLOCK TO DOUBLE PLATE U
NAIL SCAB TO PLATE WITH 3) or x 6" SCREW ANCHOR BY
TO REPLACE (1) ROW OF LATERAL 0.131"x 3%" NAILS PER PLY (o
' PT POST AS NOTED 0.131"x 3Ya" TOENAILS HURRI-BOLT, INC, WITH (3) 0.131"x 3/ NAILS
I BRACING INSTALL 2x4 No.2 SYP T BRACE ( )
I NAILED TO EACH PLY OF TRUSS WEB AT --- PT POST (AS NOTED) s
_ or /a THREADED ROD SET 4Y" INTO 'o
ABU POST BASE ADHESIVE DOUBLE PLATE
k.11 6"O.C. WITH 0.131" x 3" NAILS
H6 CLIP FROM POST 2x4 BLOCKING BETWEEN TRUSSES U
TO REPLACE (2) ROWS OF LATERAL TO BEAM (AS NOTED)
11 TOENAILED TO DOUBLE PLATE WITH
BRACING INSTALL 2x6 No.2 SYP T- BRACE EXTERIOR BEAM - %" THREADED ROD 0.131"x 3%" NAILS @ 4"O.C. STEMWALL FOUNDATION -EXTERIOR MINIMUM %6" RATED SHEATHING, o
I NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) • I WITH NUT SET IN )12" THREADED ROD SET 7" INTO i— EXPOSURE I FASTEN AS NOTED o
-------- y ---------+- -- WITH 0.131" x 3" NAILS @ 6"O.C' PLAN VIEW AT TOP OF POST , 0 ADHESIVE TRUSS (AS NOTED) ADHESIVE EODGES) co
L LAYOUT (BLOCK ALL
___ __ (7" EMBEDMENT) INTERIOR APPLICATIONS- `n
r,---------�--- '�� DOUBLE PLATE a>
- - d d i i 9
MINIMUM %s" RATED SHEATHIHG, IF EDGE DISTANCE EXCEEDS 5"
3
\ a a / EXPOSURE I FASTEN AS NOTI D
USE MONOLITHIC CONDITION
\ ° as .'0
'< NOTE: dl j o ° ON WALL LAYOUT (BLOCKALI EDGES) ° _
T -BRACING TO BE USED WHEN I I a
CONTINUOUS LATERAL BRACING IS — Li— U'
IMPRACTICAL. SIDE VIEW AT BASE OF POST
cucu
tl
T SECTION - TYPICAL T -BRACE U DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST W DETAIL — TYPICAL DTT2—Z INSTALLATION X SECTION -INTERIOR SHEARWALL PARALLEL TO TRUSS
SD -3 SD 3 SD -3 (USP DTB-TZ SIMILAR) SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED
2x SPF #2 SOLE PLATE (U.O.N.) NAIL V SECTION — CONNECTION OF PERP. SHEARWALL TO TRUSS
TO BAND BOARD WITH 0.131°x 3%° SD -3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED
LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C.
c�
vi
NAIL DIAGONAL BRACE TO BLOCKING
a>
WITH (3) NAILS
cm
C
2x4 BLOCKING - TOENAIL OR ENDNAIL
EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING uj 2x_ BAND BOARD PER TRUSScu
w MANUFACTURER TRUSS (AS NOTED) MONOLITHIC FOUNDATION -
a�
m
(3) NAILS EXTERIOR
2x4 SPF NAILER- NAIL TO TOP PLATE WITH
CLEARANCE BETWEEN PANELS / xEN HD SCREW ANCHOR
BETWEEN FLOORS 0.131"x 3%" NAILS @ 6"O.C. or %" THREADED ROD SET 7" INTO
NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE
WEBS WITH (2) NAILS
STEMWALL FOUNDATION - EXTERIOR Q
I2x4 SPF No.2 DIAGONAL BRACE 2%2" RATED SHEATHING RIM BOARD NAIL PORCH SHEATHING AS NOTED X8" THREADED ROD SET 12" INTO
I ; (TYPICAL AT EACH END OF „ NAIL TO TRUSSES WITH (6) 0.131"x MY ADHESIVE a)
CONTINUOUS LATERAL BRACING) NAILS. o
Qac EXTERIOR FRAMED WALL INTERIOR APPLICATIONS- d
NAIL DIAGONAL BRACE TO TRUSS TOENAIL TRUSS TO PLATE WITH IF EDGE DISTANCE EXCEEDS 5" USE cin
4jo WEB WITH (3) NAILS
Y' x 12" TITEN HD SCREW ANCHOR
(2) 0.131"x 3)/4" NAILS or %" x 8" TITEN HD SCREW ANCHOR
DOUBLE PLATE (U.O.N.) or %" THREADED ROD SET 6" INTO a V
ADHESIVEig W Q
Z SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA 0 m m
D 3 SECTION -EXTERIOR WALL PARALLEL TO TRUSS a s E 0 m
�"!�CONTINUOUS LATERAL BRACE (QUANTITY S SD 3 SIMPSON % O x 6 TITEN HD OR o =
AND LOCATION DEFINED BY TRUSS SHOP$" THREADED ROD SET IN ADHESIVE W Z Z
DRAWING.) MINIMUM'WAS ER EMBEDMENT �
o a 0
�111"WITH
NAIL CONTINUOUS LATERAL BRACE TO N a
EACH TRUSS WEB WITH (2) NAILS SHEATHING BB DETAIL - TYPICAL HTT5 INSTALLATION > � Q
2
W
FIELD NAILING SD -3 (USP PHD5 SIMILAR)
�111ROOF TRUSSES (BY OTHERS) DETAIL - ANCHOR BOLTU-)_
UPLIFT CONNECTOR (AS NOTED)SHEATHING EXTENDS DOWN ONTO Z �
2x4 SPF BLOCKING NAIL WITH (2)
RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION - 6 LIJ 0
TO ALLOW FOR NAILING EXTERIOR
0.131"x 3Y4" NAILS AT EACH END a,
(3) TRUSSES MINIMUM (END NAIL OR TOENAIL)
EDGE NAILING
FOR CONTINUOUS LATERAL BRACE A" THREADED ROD SET 15" INTO JOB
AT SOLE PLATE ADHESIVE � 17-2043T
7-2043 couNTYDUVAL
DOUBLE PLATE w
RIM BOARD STEMWALL FOUNDATION - EXTERIOR NUT WITH 2"x 2"x 16" WASHER Ya" = 1' 0" (U.O.N.)
SLOTTED THREADED ROD SET 15" INTO ALTERNATE: SIMPSON LBPSY2 E: NOT SCALE THIS DRAWING
NOTES: 2 ROWS 0.131"x 2%" NAILS = RELEASE DATE:
TRUSS BOTTOM CHORD AGGERED @ 6' O.C. REQUIRED ADHESIVE WASHER WITH 1" WASHER.
01-22-18
1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) NAIL PORCH SHEATHING AS NOTED IN UPPER AND LOWER SHEATHING INTERIOR APPLICATIONS
"QJ THREADED ROD c
2) ALL NAILS SHOWN SHALL BE 0.131"x3" NAILS (U.O.N.) MIN. %" SPACE BETWEEN PANELS IF EDGE DISTANCE EXCEEDS 5" USE
SHEATHING EXTENDS ABOVE Y8" THREADED ROD SET 8" INTO 3 „ 3 „ DRAWN BY:
EXTERIOR FRAMED WALL SIMPSON / Q x 6 / TITEN HD ROD COUPLER m CMF /BTC
DOUBLE PLATE MINIMUM 6"ADHESIVE WITH 1" CUT WASHER CHECKED BY
TO ALLOW FOR NAILING e v,
°OR 8" THREADED ROD SET IN ADHESIVE WITH w TITLE:
EDGE NAILING AT DOUBLE PLATE
MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER SECTIONS AND DETAILS
(2 of 2)
= SHEET:
Y DETAIL - TYPICAL LATERAL TRUSS BRACING DD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS EE DETAIL - TYPICAL SHEATHING NAILING BETWEEN FLOORS FF DETAIL - TYPICAL HDU8 INSTALLATION CC DETAIL- THREADED ROD ASSEMBLY
0 SD�3
5D 3 SD 3 SD 3 SD 3 (USP PHD6 SIMILAR) SD -3 N
O
EXTERIOR BEAM (AS NOTED)
DOUBLE PLATE
VK
rl
NOTCH BEAM AS REQUIRED TO
1011
FIT BENEATH DOUBLE PLATE
BEAM BEARS ON 2x— JACKS
(2)
w
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER CONDITION: 1 NAIL SHEATHING TO KING STUD m M
@ 12"O.C. MINIMUM. Q
FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, BRICK (NOTCHED BEAM) x (••�� p o
VENEER, ETC. a,
RATED ROOF SHEATHING c � w
E_ zo
-- EDGE NAILING PER SHEARWALL -0 u
co -
2x_ L -BRACE NAILED TO ;-- 0 � M
VERTICAL WEB —
'_= REQUIREMENTS. NAILS MAY BE in
>- WITH 0.131"x 3" NAILS @ 6"O.C. — ---
;`_`_ STAGGERED ACROSS TWO JACK `= Q N
= VERTICAL WEB IN GABLE END ---STUDS. `CO
�
'� C j 'IT
0 TRUSS NAIL SHEATHING TO DOUBLE PLATE WITH '�% , -� o
vD
NAIL SHEATHING ALONG BOTTOM OF / / ca a
Lu 2 ROWS OF 0.131"x MY NAILS 6"O.C. �// EDGE OF PANEL (TYPICAL) c p CD
6'
2x_ LOOKOUTS AT 48"O.C.
v HEADER @ 3"O.C. j00
Lu
1 " OR 24 INSTALL DSP CLIPS @ 24" O.G. OR T
SPH_ @ 32"O.C. cu
Z SPACING I I p I.
(SEE TA � �� �, `1�-- ANCHOR BOLT REQUIRED WITHIN 6"---t��, II u; �
w EXTERIOR BEAM (AS NOTED)
OF KING / JACK UNIT - MAY BE
DOUBLE PLATE LOCATED ON EITHER SIDE.
N
BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED co FLORIDA C.A. NUMBER: 25846
BEAM BEARS ON (2) 2x— JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION
(TYPICAL - U.O.N.) 1.
CONDITION: 2{4ir„t.�.R@��,
cu
(DROPPED BEAM)
O
i o 0 »
P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL — EXTERIOR BEAM TO WALL CONNECTION R DETAIL - EXTERIOR BEAM TO WALL CONNECTION S DETAIL - OPENINGS WITH SOLID SAWN LSL, LUL OR PSL HEADER
SD -3
d
3 x”
NAIL SCAB TO TOP CHORD WITH Vs�'`"'0.Y�°�-°�,��`,y�
ay
ALTERNATE ANCHOR: (4) 0.131"x 3'/" NAILS
''/z" x 6" TITEN HD NAIL EACH END OF BLOCKING TO m 0'1-22=18
- f—� ADD 2x4 VERTICAL SCAB IN EACH — FLOYD S. SIMPSON, PE
EXL TERIOR BEAM (MECHANICALLY GALVANIZED) BOTTOM CHORDS WITH (3) 0.131"x 3 cu
ROOF SHEATHING (AS NOTED) ' " TRUSS IF NO WEB IS PRESENT Y " E COMMENTS:
WITH 2" x/ WASHER /a
3 0.131"x 3X" NAILS TYPICAL AT � L PE No. 50791
INSTALL 2x4 BLOCKING BETWEEN ca
H6 CLIP FROM ACH TRUSS MONOLITHIC FOUNDATION - TRUSS BOTTOM CHORDS @ 12"O.C.
--ROOF TRUSS (BY OTHERS) WITH POST TO BEAM 2x4 X -BRACE ACROSS LENGTH OF
EXTERIOR �
a�
BOTTOM CHORD OF TRUSS
I I BRACE IF REQUIRED LAP BEAM PLIES AND %" x 6" TITEN HD SCREW ANCHOR
( ) SHEARWALL
NAIL AS SHOWN - (5)
3/8" NAIL EACH BLOCK TO DOUBLE PLATE U
NAIL SCAB TO PLATE WITH 3) or x 6" SCREW ANCHOR BY
TO REPLACE (1) ROW OF LATERAL 0.131"x 3%" NAILS PER PLY (o
' PT POST AS NOTED 0.131"x 3Ya" TOENAILS HURRI-BOLT, INC, WITH (3) 0.131"x 3/ NAILS
I BRACING INSTALL 2x4 No.2 SYP T BRACE ( )
I NAILED TO EACH PLY OF TRUSS WEB AT --- PT POST (AS NOTED) s
_ or /a THREADED ROD SET 4Y" INTO 'o
ABU POST BASE ADHESIVE DOUBLE PLATE
k.11 6"O.C. WITH 0.131" x 3" NAILS
H6 CLIP FROM POST 2x4 BLOCKING BETWEEN TRUSSES U
TO REPLACE (2) ROWS OF LATERAL TO BEAM (AS NOTED)
11 TOENAILED TO DOUBLE PLATE WITH
BRACING INSTALL 2x6 No.2 SYP T- BRACE EXTERIOR BEAM - %" THREADED ROD 0.131"x 3%" NAILS @ 4"O.C. STEMWALL FOUNDATION -EXTERIOR MINIMUM %6" RATED SHEATHING, o
I NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) • I WITH NUT SET IN )12" THREADED ROD SET 7" INTO i— EXPOSURE I FASTEN AS NOTED o
-------- y ---------+- -- WITH 0.131" x 3" NAILS @ 6"O.C' PLAN VIEW AT TOP OF POST , 0 ADHESIVE TRUSS (AS NOTED) ADHESIVE EODGES) co
L LAYOUT (BLOCK ALL
___ __ (7" EMBEDMENT) INTERIOR APPLICATIONS- `n
r,---------�--- '�� DOUBLE PLATE a>
- - d d i i 9
MINIMUM %s" RATED SHEATHIHG, IF EDGE DISTANCE EXCEEDS 5"
3
\ a a / EXPOSURE I FASTEN AS NOTI D
USE MONOLITHIC CONDITION
\ ° as .'0
'< NOTE: dl j o ° ON WALL LAYOUT (BLOCKALI EDGES) ° _
T -BRACING TO BE USED WHEN I I a
CONTINUOUS LATERAL BRACING IS — Li— U'
IMPRACTICAL. SIDE VIEW AT BASE OF POST
cucu
tl
T SECTION - TYPICAL T -BRACE U DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST W DETAIL — TYPICAL DTT2—Z INSTALLATION X SECTION -INTERIOR SHEARWALL PARALLEL TO TRUSS
SD -3 SD 3 SD -3 (USP DTB-TZ SIMILAR) SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED
2x SPF #2 SOLE PLATE (U.O.N.) NAIL V SECTION — CONNECTION OF PERP. SHEARWALL TO TRUSS
TO BAND BOARD WITH 0.131°x 3%° SD -3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED
LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C.
c�
vi
NAIL DIAGONAL BRACE TO BLOCKING
a>
WITH (3) NAILS
cm
C
2x4 BLOCKING - TOENAIL OR ENDNAIL
EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING uj 2x_ BAND BOARD PER TRUSScu
w MANUFACTURER TRUSS (AS NOTED) MONOLITHIC FOUNDATION -
a�
m
(3) NAILS EXTERIOR
2x4 SPF NAILER- NAIL TO TOP PLATE WITH
CLEARANCE BETWEEN PANELS / xEN HD SCREW ANCHOR
BETWEEN FLOORS 0.131"x 3%" NAILS @ 6"O.C. or %" THREADED ROD SET 7" INTO
NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE
WEBS WITH (2) NAILS
STEMWALL FOUNDATION - EXTERIOR Q
I2x4 SPF No.2 DIAGONAL BRACE 2%2" RATED SHEATHING RIM BOARD NAIL PORCH SHEATHING AS NOTED X8" THREADED ROD SET 12" INTO
I ; (TYPICAL AT EACH END OF „ NAIL TO TRUSSES WITH (6) 0.131"x MY ADHESIVE a)
CONTINUOUS LATERAL BRACING) NAILS. o
Qac EXTERIOR FRAMED WALL INTERIOR APPLICATIONS- d
NAIL DIAGONAL BRACE TO TRUSS TOENAIL TRUSS TO PLATE WITH IF EDGE DISTANCE EXCEEDS 5" USE cin
4jo WEB WITH (3) NAILS
Y' x 12" TITEN HD SCREW ANCHOR
(2) 0.131"x 3)/4" NAILS or %" x 8" TITEN HD SCREW ANCHOR
DOUBLE PLATE (U.O.N.) or %" THREADED ROD SET 6" INTO a V
ADHESIVEig W Q
Z SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA 0 m m
D 3 SECTION -EXTERIOR WALL PARALLEL TO TRUSS a s E 0 m
�"!�CONTINUOUS LATERAL BRACE (QUANTITY S SD 3 SIMPSON % O x 6 TITEN HD OR o =
AND LOCATION DEFINED BY TRUSS SHOP$" THREADED ROD SET IN ADHESIVE W Z Z
DRAWING.) MINIMUM'WAS ER EMBEDMENT �
o a 0
�111"WITH
NAIL CONTINUOUS LATERAL BRACE TO N a
EACH TRUSS WEB WITH (2) NAILS SHEATHING BB DETAIL - TYPICAL HTT5 INSTALLATION > � Q
2
W
FIELD NAILING SD -3 (USP PHD5 SIMILAR)
�111ROOF TRUSSES (BY OTHERS) DETAIL - ANCHOR BOLTU-)_
UPLIFT CONNECTOR (AS NOTED)SHEATHING EXTENDS DOWN ONTO Z �
2x4 SPF BLOCKING NAIL WITH (2)
RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION - 6 LIJ 0
TO ALLOW FOR NAILING EXTERIOR
0.131"x 3Y4" NAILS AT EACH END a,
(3) TRUSSES MINIMUM (END NAIL OR TOENAIL)
EDGE NAILING
FOR CONTINUOUS LATERAL BRACE A" THREADED ROD SET 15" INTO JOB
AT SOLE PLATE ADHESIVE � 17-2043T
7-2043 couNTYDUVAL
DOUBLE PLATE w
RIM BOARD STEMWALL FOUNDATION - EXTERIOR NUT WITH 2"x 2"x 16" WASHER Ya" = 1' 0" (U.O.N.)
SLOTTED THREADED ROD SET 15" INTO ALTERNATE: SIMPSON LBPSY2 E: NOT SCALE THIS DRAWING
NOTES: 2 ROWS 0.131"x 2%" NAILS = RELEASE DATE:
TRUSS BOTTOM CHORD AGGERED @ 6' O.C. REQUIRED ADHESIVE WASHER WITH 1" WASHER.
01-22-18
1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) NAIL PORCH SHEATHING AS NOTED IN UPPER AND LOWER SHEATHING INTERIOR APPLICATIONS
"QJ THREADED ROD c
2) ALL NAILS SHOWN SHALL BE 0.131"x3" NAILS (U.O.N.) MIN. %" SPACE BETWEEN PANELS IF EDGE DISTANCE EXCEEDS 5" USE
SHEATHING EXTENDS ABOVE Y8" THREADED ROD SET 8" INTO 3 „ 3 „ DRAWN BY:
EXTERIOR FRAMED WALL SIMPSON / Q x 6 / TITEN HD ROD COUPLER m CMF /BTC
DOUBLE PLATE MINIMUM 6"ADHESIVE WITH 1" CUT WASHER CHECKED BY
TO ALLOW FOR NAILING e v,
°OR 8" THREADED ROD SET IN ADHESIVE WITH w TITLE:
EDGE NAILING AT DOUBLE PLATE
MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER SECTIONS AND DETAILS
(2 of 2)
= SHEET:
Y DETAIL - TYPICAL LATERAL TRUSS BRACING DD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS EE DETAIL - TYPICAL SHEATHING NAILING BETWEEN FLOORS FF DETAIL - TYPICAL HDU8 INSTALLATION CC DETAIL- THREADED ROD ASSEMBLY
0 SD�3
5D 3 SD 3 SD 3 SD 3 (USP PHD6 SIMILAR) SD -3 N
O