1741 MARITIME OAK DR - PERMIT RES17-0181 DWGSAll claims for error or defective material
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1/2" HOLD BACK ACCOUNTED FOR. DIMENSIONS
ARE TO THE STUD FACE.
---------------
6-08-00 3-0_9-00 OVERHANG LINE SHOWN ONLY FOR REFERENCE.
EXPOSED RAFTER TAILS TO BE FIELD APPLIED.
INTERIOR BEARING REQUIRED.
RECESSED LIGHTING MUST BE SHIFTED AROUND
BEAM 1.
-- -- li IBM1 22-00-00 1 3/4" x 18" 2.0E EverEdgeTm LVL 2
THA422 ° BM2 6-00-00 1 3/4" x 18" 2.0E EverEdgeTM LVL
-_ --- - - _�i 'BM3 22-00-00 1 3/4" x 18" 2.0E EverEdgeTM LVL y�\� 4' � �rp�
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THAI a Hanger schedule Hatch Legend QHS cyya°� °��� Qo2� OJ�P fiQQ
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THA�t2 Yi HTU26 --- 24 -----
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-
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r II THA422 20 A'&�F C� J2 5 5
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2197.... BLUELINX ON -CENTER -LVL 18993 ... BLUELINX ON -CENTER BLI-JOIST 7427.... BLUELINX ON -CENTER Rll� 7427
LOADING CRITERIA
--------- --- -- ----- - Roof Floor
Top Chord Live Load 20.00 40.00 p.s.f.
Top Chord Dead Load 7.00 10.00 p.s.f.
Bottom Chord Live Load 0.00 0.00 p.s.f.
Bottom Chord Dead Load 10.00 5.00 p.s.f.
Total Load 37 55 p.s.f.
Duration Factor -- --- 1.25 1.00 ---
Building Code - _ v FBC 2014 RES
Wind Standard ASCE 7-10
Wind Speed m.p.h.
Wind Usage RES. CAT
Building Exposure
l Building Type Closed
II— --- ----------------------- - --------------------
NOTE
----- -NOTE
It is the responsibility of the building designer or architect to
provide an appropriate connection for trusses to supporting
structure per reactions shown on truss engineering. Special
considerations for mechanical equipment and/or plumbing (and
their connections) in truss space must be diagrammed by the
builder an approved truss layout prior to fabricator.
Manning Budding Supplies is a truss manufacturer whose
responsibilities are limited to those described in WrCA 1-1995
(sections 6.0 and 7.0) Accordingly, it disclaims any
responsibilities for the the construction design, drawings
documents including the installation and bracing of trusses
_manufaduued by Manning Building Sgpplfes__ ___
Warning:
wnven[wrrar uan"ny, erecuwr anwur perrnenem mauuy is n�� ;
the responsibility of the truss designer, plate manufacturer, or
truss manufacturer. Persons erecting trusses are cautioned to
2-00-00
always required to prevent toppling and dominomg during
erection; and permanent bracing which may be required in
specific applications. See "Bracing wood trusses commentary
—
THA932
ica
- Where no sheathing is applied directly to the top and/or bottom
chords, they shall be braced as specified on the engineered
design. Trusses shall be handled with reasonable care during
—
OFFICE COPY
I
Engineer of Record:
Floyd S. Simpson - FL PE
2 0
11481 Old St. Augustine Rd #202,
Jacksonville, FL 32258
J.
--- ------------ - TManning Building
._ rHAeu
--------------------
11155 Philips Parkway Dr. E.
Jacksonville; FL 32256
(I
Phone: (904) 268-8225
ins
Fax. (904) 260-2981
_ JAXTRUSBS _CORP=COM_
CTS=
iZ
2-00-00
Vesely Residence
99/ /
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2-00-00
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12-06-00N
TH
01
o'
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N
5-00-00 c�
I
NOTES:
1/2" HOLD BACK ACCOUNTED FOR. DIMENSIONS
ARE TO THE STUD FACE.
---------------
6-08-00 3-0_9-00 OVERHANG LINE SHOWN ONLY FOR REFERENCE.
EXPOSED RAFTER TAILS TO BE FIELD APPLIED.
INTERIOR BEARING REQUIRED.
RECESSED LIGHTING MUST BE SHIFTED AROUND
BEAM 1.
-- -- li IBM1 22-00-00 1 3/4" x 18" 2.0E EverEdgeTm LVL 2
THA422 ° BM2 6-00-00 1 3/4" x 18" 2.0E EverEdgeTM LVL
-_ --- - - _�i 'BM3 22-00-00 1 3/4" x 18" 2.0E EverEdgeTM LVL y�\� 4' � �rp�
' BM4 12-00-00 onCENTERt� LVL 2.0E 1 3/4" x 9 ' °`�1��, a -S �v�\ p�
kql
THAI a Hanger schedule Hatch Legend QHS cyya°� °��� Qo2� OJ�P fiQQ
Hanger - Qty - �10' 1-2/16" PLT HT'
THA�t2 Yi HTU26 --- 24 -----
L_=10
-
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r II THA422 20 A'&�F C� J2 5 5
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2197.... BLUELINX ON -CENTER -LVL 18993 ... BLUELINX ON -CENTER BLI-JOIST 7427.... BLUELINX ON -CENTER Rll� 7427
LOADING CRITERIA
--------- --- -- ----- - Roof Floor
Top Chord Live Load 20.00 40.00 p.s.f.
Top Chord Dead Load 7.00 10.00 p.s.f.
Bottom Chord Live Load 0.00 0.00 p.s.f.
Bottom Chord Dead Load 10.00 5.00 p.s.f.
Total Load 37 55 p.s.f.
Duration Factor -- --- 1.25 1.00 ---
Building Code - _ v FBC 2014 RES
Wind Standard ASCE 7-10
Wind Speed m.p.h.
Wind Usage RES. CAT
Building Exposure
l Building Type Closed
II— --- ----------------------- - --------------------
NOTE
----- -NOTE
It is the responsibility of the building designer or architect to
provide an appropriate connection for trusses to supporting
structure per reactions shown on truss engineering. Special
considerations for mechanical equipment and/or plumbing (and
their connections) in truss space must be diagrammed by the
builder an approved truss layout prior to fabricator.
Manning Budding Supplies is a truss manufacturer whose
responsibilities are limited to those described in WrCA 1-1995
(sections 6.0 and 7.0) Accordingly, it disclaims any
responsibilities for the the construction design, drawings
documents including the installation and bracing of trusses
_manufaduued by Manning Building Sgpplfes__ ___
Warning:
wnven[wrrar uan"ny, erecuwr anwur perrnenem mauuy is n�� ;
the responsibility of the truss designer, plate manufacturer, or
truss manufacturer. Persons erecting trusses are cautioned to
k professional advice regarding erection bracing which is
see P 9
always required to prevent toppling and dominomg during
erection; and permanent bracing which may be required in
specific applications. See "Bracing wood trusses commentary
and recommendations (BCSI 1-03) for further information.
Trusses shall be installed in a straight and plumb position.
'
- Where no sheathing is applied directly to the top and/or bottom
chords, they shall be braced as specified on the engineered
design. Trusses shall be handled with reasonable care during
erection to prevent damage or personal injury.
—
OFFICE COPY
I
Engineer of Record:
Floyd S. Simpson - FL PE
#50791
11481 Old St. Augustine Rd #202,
Jacksonville, FL 32258
J.
--- ------------ - TManning Building
Supplies, INC.
11155 Philips Parkway Dr. E.
Jacksonville; FL 32256
(I
Phone: (904) 268-8225
ins
Fax. (904) 260-2981
VWVVJ.M6S-C0RP.00M
_ JAXTRUSBS _CORP=COM_
Customer
Riverside Homes
------------------------ --- — ---------
Job Name.
Vesely Residence
99/ /
Scale:
1/8" - 1'
ales: rewn By: Job Number.
/28/2017 AC I J170423
-- --------- --- --
All claims for error or defective material mus be made --- within------------ 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied.
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FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 12197.... BLUELINX ON -CENTER -LVL 18993 ... BLUELINX ON -CENTER BLI- JOIST 7427..
BLUELINX ON -CENTER RIMBOARD 7427
LOADING CRITERIA
Roof
Floor'
Top Chord Live Load
20.00
40.00
Top Chord Dead Load
7.00
10.00
Bottom Chord Live Load
0.00
0.00
Bottom Chord Dead Load
10.00
5.00
Total Load
37
55
Duration Factor 1.25 1.00
Building Code
FBC 2014 RES
Wind Standard
ASCE 7-10
Wind Speed
m.p.h.
Wind Usage
RES. CAT
Building Exposure
Building Type
Closed
-------- --- -____y
NOTE
It is the responsibility of the building designer or architect to
provide an appropriate connection for trusses to supporting
structure per reactions shown on truss engineering. Special
considerations for mechanical equipment and/or plumbing (and
their connections) in truss space must be diagrammed by the
builder an approved truss layout prior to fabricaton.
Manning Building Supplies is a truss manufacturer whose
responsibilities are limited to those described in WFCA 1-1995
(sections 6.0 and 7.0). Accordingly, it disclaims any
responsibilities for the the construction design, drawings,
documents including the installation and bracing of trusses
Warning:
Conventional framing, erection and/or permanent bracing is not
the responsibility of the truss designer, plate manufacturer, or
truss manufacturer Persons erecting trusses are cautioned to
seek professional advice regarding erection bracing which is
always required to prevent toppling and dominoing during
erection; and permanent bracing which may be required in
specific applications. See "Bracing wood trusses commentary
and recommendations (SCSI 1-03) for further information.
Trusses shall be installed in a straight and plumb position.
Mere no sheathing is applied directly to the top and/or bottom
chords, they shall be braced as specified on the engineered
design. Trusses shalt be handled with reasonable care during
erection to prevent damage or personal iniury.
OFFICE COPY
Engineer of Record:
Floyd S. Simpson - FL PE
#50791
11481 Old St. Augustine Rd #202,
Jacksonville, FL 32258
Manning Buildin(
Supplies, INC.
11155 Philips Parkway Dr. E.
fens Jacksonville, FL 32256
Phone: (904) 268-8225
Fax: (904) 260-2981
AWVV.MBS-CORP.COM
Riverside Homes
Job Name: ---------------------------------
------
Vesey Residence
L oNelk%$ubdiv ---------
------99/
99//
Sete:
ate: yawn By:
rJob Number:
AC
J170423
Duct Sized per ASHRAE Standards 37'01 -
Friction
forrFriction Loss
Static= ; Z
Total CFMs = 12,PO
Duct Sizes shown in Area X Length
TEL ZZO
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O =�
OWNER'S SUITE gpcFn
IO L.G.
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I
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i�J
m
15t FLOOR FLAN
\40-E TO FRAMER:
EX' =RI`R '�IALLS INSET 1/2" FROM SLAG EDGE
MECHAMCAL E0,U1FM=!NT COTES:
F5C-8302.5.2: DUCTS IN GARAGE 5,,ALL BE MIN 26
GAGE SHEET STEEL WITH NO OPENNG5 INTO GARAGE
ALLOWED.
FBC-R, M1305J,.0 MIN 4'' CLEARANCE REQUIRED AROUND
A'L SIDES OF MECHANICAL EQU!Fv_N` AND
COMPONENTS, INCLUDING PUC -5, W'i" T-iE TOTA- WIDTH
OF THE ENCLOSNG SPACE 3EiNG AT LEAST 12" WIDER
THAN THE FURNACE OR AIR IANDLEK
GROUND-MOLN''TFD MECHANICAL.. i,K-S 51 AL_ BE
ANCHORED IN ACCORDANCE W1-7 FDC -R, SECTION
M1607.2.
NOTES
1. DO0R5 ,AND WINDOWS ARE APP20XIMATE
FNISHED SIZES; REFER TO MFG'S
5FECIFICATION5 FOR ROUGH OPENING5 PRIO?
TO -,RANNG
4OGe�
Gayav�_
REVISIONS
HOMI.ES
Build WithConfidertce
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office (904) 449-1650
www. myriversidehome. com
Lot 99
Atlantic Beach
Country Club
Vesey Residence
First Floor Plan
1741 Maritime Oaks Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ/MA Sheet 1
Date 07.05. 017 1
Scale 1/4"
Plan of
Corsica - B 9
'N-rcccn oime,n�ore shall nave precedence aver scale o'mersions.
Cont -actors Shall verify and be respo+slble Por a�mrmions and
CondiTionS of The ,ob.
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
o�a.,.� Jacksonville, FL 32223
Rmida o..�. rM. 904.260.3319
�54_0
211
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r r-1
I i w it
ELJ
ale T P= % PSJN 30ARJ OR I
u EGU .9L -VT CW E2 GARAGE y I
FILING (wl-M OPTiONn1.20
FLOOR GU 5T 5JITE)®."
GARAGE
33'x_
ILT. Hr Q d
1--
nr .B. rt i
34-0
n
I
WALL
i�J
m
15t FLOOR FLAN
\40-E TO FRAMER:
EX' =RI`R '�IALLS INSET 1/2" FROM SLAG EDGE
MECHAMCAL E0,U1FM=!NT COTES:
F5C-8302.5.2: DUCTS IN GARAGE 5,,ALL BE MIN 26
GAGE SHEET STEEL WITH NO OPENNG5 INTO GARAGE
ALLOWED.
FBC-R, M1305J,.0 MIN 4'' CLEARANCE REQUIRED AROUND
A'L SIDES OF MECHANICAL EQU!Fv_N` AND
COMPONENTS, INCLUDING PUC -5, W'i" T-iE TOTA- WIDTH
OF THE ENCLOSNG SPACE 3EiNG AT LEAST 12" WIDER
THAN THE FURNACE OR AIR IANDLEK
GROUND-MOLN''TFD MECHANICAL.. i,K-S 51 AL_ BE
ANCHORED IN ACCORDANCE W1-7 FDC -R, SECTION
M1607.2.
NOTES
1. DO0R5 ,AND WINDOWS ARE APP20XIMATE
FNISHED SIZES; REFER TO MFG'S
5FECIFICATION5 FOR ROUGH OPENING5 PRIO?
TO -,RANNG
4OGe�
Gayav�_
REVISIONS
HOMI.ES
Build WithConfidertce
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office (904) 449-1650
www. myriversidehome. com
Lot 99
Atlantic Beach
Country Club
Vesey Residence
First Floor Plan
1741 Maritime Oaks Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ/MA Sheet 1
Date 07.05. 017 1
Scale 1/4"
Plan of
Corsica - B 9
'N-rcccn oime,n�ore shall nave precedence aver scale o'mersions.
Cont -actors Shall verify and be respo+slble Por a�mrmions and
CondiTionS of The ,ob.
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
o�a.,.� Jacksonville, FL 32223
Rmida o..�. rM. 904.260.3319
Duct Sized per ASH RAE Standards , 7 -
Fr ction Loss = F GQ
Static= ;Z
T tal CFMs = 7Zo
D Ict Sizes shown in Area X Length
TEL= /01''
C:: CFM on Drawing
ao
ATH #2 3/cF/1 N
yXro BF, 7t2
BR #3
cLc.
AIR HANDLER UWT-�55PANELWF—IN
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TEL= /gyp'
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GUE5T SUITE OVEK G/W/'\yC
I
049 "Ir'l
PUVER.SIDE
HOMES
Build With• Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www. mynversidehane. com
Lot 99
Atlantic Beach
Country Club
Vesey Residence
Second Floor Plan
1741 Maritime Oaks Drive
Atlantic Beach, F1. 32233
Drawn By ARJ/MA Shcct
Date 07.0 .2017
Scale 1/4" = l'-0"
Of
Plan (�
Corsica B
N YSE ONS h '. h �2L d �I_ aHltGt5IXl9
C Z 5�h1 {y dbeCM'S OSS aM
r� of
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 A1A BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904471-2552
DRAFTING BY:
12627 San Jose Blvd
Suite 702
JacksonvIDe, FL 32223
e„em o. 904.260.3319
�
I
INIIIIIN�h�
M�IN 0
.
rz-cA
2..
2nd ELOOf� FLM
L saes snown in Area X Length
TEL= /gyp'
C = CFM on Drawing
GUE5T SUITE OVEK G/W/'\yC
I
049 "Ir'l
PUVER.SIDE
HOMES
Build With• Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www. mynversidehane. com
Lot 99
Atlantic Beach
Country Club
Vesey Residence
Second Floor Plan
1741 Maritime Oaks Drive
Atlantic Beach, F1. 32233
Drawn By ARJ/MA Shcct
Date 07.0 .2017
Scale 1/4" = l'-0"
Of
Plan (�
Corsica B
N YSE ONS h '. h �2L d �I_ aHltGt5IXl9
C Z 5�h1 {y dbeCM'S OSS aM
r� of
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 A1A BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904471-2552
DRAFTING BY:
12627 San Jose Blvd
Suite 702
JacksonvIDe, FL 32223
e„em o. 904.260.3319
PLATE HEIGHT
FINISHED FLOOR
PLATE HI-IGHT
20" OVERHANG W1
EXPOSED RAFTER
TAILS TYP.
=1vJ
O
1=111I5HED FLOOR
ALUME METAL ROOFING
SOLID
F3 i— NICHIHA
I 1 I I I I IW1 I
■■
N
■■ NEI
STRUCTURAL
BRACKET
12 36"h RAILING (TYP)
Inul dill
LEFT 0IDE ELEVATION
SOLID
NICHIHA
1
/:LATE HEIGHT
PORCH BEAM
STRUCTURAL
BRACKET o
6x6
- POSI
FINISHED FLOOR J
PLATE HEIGHT
BAHAMA SHUTTER (TYP)
STUCCO FINISH (TYP)
TOP OF BLOCK
N CO LOUVER VENT
TYP OF 2
PARAPET MINIMUM OF 7" ABOVE ROOF . • �`,v
Ff�ONT ELEVATION
0 V
0
19 �ov
IL
NU1��
REVISIONS
GALVALUME METAL ROOF ENTIRE HOUSE
09.14.2017
CORRECT BUILDING HEIGHT
09.25.2017
son
A a
RIVERSIDE
HOMES
:
.wild With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mytiversidehome.com
Lot 99
Atlantic Beach
Country Club
Vesey Residence
Elevations
1741 Maritime Oaks Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ/MA Sheet
Date 07.05.2017 4
Scale 1/4" = V-0"
Plan of
Corsica - B 9
Written dimensions shall have precedence over Scale dimensions.
Contractors shall verify and be responsible for dimensions and
conditions of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCH 1093 A1A BEACH BLVD. SUI # 30f�C 0 p
ST. AUGUSTINE BEACH, FL 32080Apprond R P "
1�trmttDI�
TELEPHONE: 904-471-2552 �' ,�p��trtl�nt
DRAFTING BY:
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Jacksonville, FL 32223
Mori, Dcsigr, I11C. 904.260.3319
4 CY
a-
3°605H - EGRESS
- SILL ca 2'-0" AFF
V6"SH-EGRESS
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OW NEK' S SUITE
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10' CLG.
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51
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IST FLOOR LIVING
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821
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816
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=
S'
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816
51
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85
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5103
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821
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816
TOTAL LIVING
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816
51
LANAI
339
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5/8" TYPE 'X' GYPSUM BOARD OR
EQUIVALENT TO COVER GARAGE
CEILING (WITH OPTIONAL 2ND
FLOOR GUEST SUITE)
GAf�AGE
33'-0" X 23'-0"
9'-1 PLT. HT.
908° OVERHEAD DOOR
-0" 9'-0"
34'-0"
9080 OVERHEAD DOOR
0" 9'-0"
SQ. FTG. CALCULATIONS
IST FLOOR LIVING
2091
2ND FLOOR LIVING
821
LIVING OVER GARAGE
816
TOTAL LIVING
5728
GARAGE
816
ENTRY
51
LANAI
339
BREEZEWAY
73
3ALCONETTE 1
85
5ALCONETTE 2
31
TOTAL COVERED
5103
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109
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NOTA TO FRAMER:
EXTERIOR WALLS INSET 1/2" FROM SLAB EDGE
0
b
0
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Approved By Perm;+
Building F}r:n..
N11y of A4nciq Q"-..,
MECHANICAL EQUIF MENT NOTES:
F[3C-8302.5.2: DUCTS IN GARAGE SHALL DE MIN 26
GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE
ALLOWED.
FE3C-R, M1505.1.1: 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 BE
ANCHORED IN ACCORDANCE WITH F5C-R, SECTION
M1507.2.
lel U 1 �J
1. DOORS AND WINDOWS ARE APPROXIMATE
FINISHED SIZES; REFER TO MFG'S
SPECIFICATIONS FOR ROUGH OPENINGS PRIOR
TO FRAMING
REVISIONS
GALVALUME METAL ROOF ENTIRE HOUSE
09.14.2017
mass
RIVERSIDE
HOMES
ii
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.myfiversidehome.com
Lot 99
Atlantic Beach
Country Club
Vesey Residence
First Floor Plan
1741 Maritime Oaks Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ/MA Sheet
Date 07.05.2017
Scale 1/4" = 114"
of
Plan
Corsica - B 9
Written dimensions Shall have precedence over Scale dimensions.
Contractors Shall verify and be responsible for dimensions and
conditions of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 AIA BEACH BLVD. SUITE #330 (J\
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-4-,1-2552
DRAFTING BY
R 12627 San vd
Suite 702
°��iist Jacksonville, IE'L 32223
FI°r�a� nesign. >n�. 904.260.3 319
22-6"
WAY
7'-10"
4'-3"
3'-4"
8'-2"
2'-2" 6'-0"
265°SH 265°SH 26365H 2636 5H - TMPRD
SILL 0 2'-0" AFF SILL C� 2'-0" AFF SILL �� 3' 6" AFF 5ILL @ 3'-6" AFF
HEAD I
U" ° I WC o 0
-- – 0� SINK
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SINK W1 oGUEST BATH
DINETTE
i
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9'LG.
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12'-10" X 8-6
a I -� <- 9' CLG. I OD & SHELF rAHJ IN =
K n
w i ATTIC. .i.Y.... IACCE51
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22.5 X 3Q"
2gg` 280A -4
X00
P.T. STEPS AND RAILINGS 6' �" 2'-2"
------------------------------ ------I
C) AIR HANDLER UNIT - ACCESS PANEL WITHIN
d- I I I I 6' OF ATTIC ACCESS - SOLID FLOORING
w
WITH NO 05STRUCTIONS WITHIN 30" OF
APPLIANCE ACCE55 PANEL (2)-3 Fl
Q
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LIVING 12'10"X14'2"
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SILL C 2'-0" AFF SILL 0343 AFF SILL 0 2'-0" AFF
C)
1. DOORS AND ,VINL)OWS ARE APF ROXIMA rE
FINISHED SIZES; REFER TO MFG'S
SPECIFICATIONS FOR ROUGH OFENING5 PRIOR
TO FRAMING
REVISIONS
STANDARD TU5
09.14.2017
'
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6' OF ATTIC ACCESS -SOLID FLOORING °C
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1. DOORS AND ,VINL)OWS ARE APF ROXIMA rE
FINISHED SIZES; REFER TO MFG'S
SPECIFICATIONS FOR ROUGH OFENING5 PRIOR
TO FRAMING
REVISIONS
GALVALUME METAL ROOF ENTIRE HOUSE
09.14.2017
KIVEKSIDE
HOMES
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mytiversidehome.com
Lot 99
Atlantic Beach
Country Club
Vesey Residence
Second Floor Plan
1741 Maritime Oaks Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ/MA Sheet
Date 07.05.2017 2
Scale 1/4" = 1'-0"
Plan
Corsica - B of 9
Written dimensions shall have precedence over scale dimen5ion5.
Contractors shall verify and be responsible for dimern5iori5 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
ortheast Jacksonville, FL 32223
QFlorida Dcsignn, Inc, 904.260.3319
nF: n"
FPUNPF,TION L
F NOTE:
FOUNDATION PLAN FOR CONCRETE FORMING AND
FLUMDING LOCATION REFERENCE ONLY.
EFER TO ASSOCIATED ENGINEERING DRAWINGS
FOR FOOTER LOCATIONS AND DETAILS.
Q
N
N
0
X)
NOTES '
1. REFER TO SLIDING GLASS DOORS
MANUFACTURERS SPECIFICATIONS FOR ANY
REQUIRED SLAB RECESS PRIOR TO POURING
CONCRETE
REVISIONS
GALVALUME METAL ROOF ENTIRE HOUSE
09,14.201.7
59'-1"
17-0"
12l"
10'-9"
10
TANKLES5
GAS
— GAS W/H 5T UB
t---------------
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— — — — —
— — — —
A/C A/C
A/C
I
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—
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11
7 2"
2
COMP. COMP.
COMP.
3' -Oil
— — — — — — — — — —
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STAIR NOTES:
til
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ACTUAL DIMENSIONS WILL VARY DEPENDING FIELD CONDITIONS, FLOOR COVERINGS, AND/OR
9'-8"
N
61-2
1-6°
2'
6" 4'-0" 6'-5°
�, 1
I
VA I�NCES IN CONSTRUCTION MATERIAL. ACTUAL TRUC TION MUST COMPLY
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W ,.11.7 0 THE FLORIDA BUILDING CODE, RESIDENTIAL,
g:
I
MAXIMUM RISER HEIGHT: 7-3/4"
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MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING)
L
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RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT)
r
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MINIMUM STAIR WIDTH: "
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M MUM HEADROOM CLEA
M6'RANCE: -8" (ABOVE NOSING)
NOTES:
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ACTUAL CON5TRUCTION MUST COMPLY
I I
W/ 8311.7.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL,
HANDRAILS SHALL NOT BE LESS THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR NOSING.
HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS.
L
I
I
HANDRAILS SHALL BE 11/2" CLEAR OF ALL ADJACENT FINISH
WOOD DECK JOISTS
I
MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE
I
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PER ENGINEERING
I
N
IN NEWEL FOS F5 OR SAFE TERMINALS.
i
HANDRAILS SHALL BE 1 1/4"-2" IN CROSS SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, AND EDGES
LL
I
_ _ _ _ _ _ _
I
SHALL HAVE A MIN. RADIUS OF 0.01".
CA
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HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN ANY DIRkr:ON AT
W
J
I
ANY POINT ALONG THE TOP FAIL.
ul
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N
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_ - _ _ _ _ =
(
STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL
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BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR
C1'
THE PRODUCTS THEY PROVIDE OR INSTALL.
��`P����
4" CONC. SLAB W/ FIBERMESH
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OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR
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EN
I
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AN ORNAMENTAL PATTERN SUCH THAT A
j
OVER CLEAN, WELL COMPACTED
FILL
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L I
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ABLE O REE51ST AOLOAD OF 0NLB5
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PER LINEAL FOOT APPLIED
I T
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w
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SHALL NOT E
4j
j
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AY NOT PASS
LESS THAN 36 N HEIGHT.
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THROUGH
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I I
THE TRIANGULAR OPENINGS 6"SPHERE
p
AT STAIR TREAD, RISER, & MC NOH
A5
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— _ _ — _ _
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BOTTOM SHALL BE SUCH
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THAT A 6" DIAMETER
STEM WALL
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SPHERE CANNOT PASS THROUGH.
I I FOUNDATION
STEM WALL
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T-102"
--
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71-4"
9'-8"
33'-7"
(5'_h"
35'-11"
95'-0"
FPUNPF,TION L
F NOTE:
FOUNDATION PLAN FOR CONCRETE FORMING AND
FLUMDING LOCATION REFERENCE ONLY.
EFER TO ASSOCIATED ENGINEERING DRAWINGS
FOR FOOTER LOCATIONS AND DETAILS.
Q
N
N
0
X)
NOTES '
1. REFER TO SLIDING GLASS DOORS
MANUFACTURERS SPECIFICATIONS FOR ANY
REQUIRED SLAB RECESS PRIOR TO POURING
CONCRETE
REVISIONS
GALVALUME METAL ROOF ENTIRE HOUSE
09,14.201.7
-Sam --A.... logo,
RIVERSIDE
HOMES
so
no
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mytiversidehonte.com
Lot 99
Atlantic Beach
Country Club
Vesey Residence
Foundation Layout
1741 Maritime Oaks Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ/MA Sheet
Date 07.05.2017
Scale 1/4" = 1'-011
Plan
Corsica - B of9
Written dimen5ion5 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:
N12627 San Jose Blvd
Suite 702
or -.cast Jacksonville, FL 32223
Desi. Inc. 904,260.3319
PLATE HEIGHT
FINISHEP FLOOR
PLATE HEIGHT
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PLATE HEIGHT
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=
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KIVERSIDEv IR: Iola,
HOMES
A■
s
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mytiversidehome.com
Lot 99
Atlantic Beach
Country Club
Vesey Residence
Elevations
1741 Maritime Oaks Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ/MA Sheet
Date 07.05.20174
Scale „ _ it -Oil
1/4
Plan of
Corsica - B 9
.J
k.l..
Written dimen5ion5 Shall have precedence over Scale dirnen5ion5.
Contractors shall verify and be re5pon501e for dirrmen5ion5 and
conditions of the job.
DESIGN BY:
MICHAEL STAUFFER, ARCHITECT, AR139
1093 A1A BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY: \ � Z
J
V-
1262 San lose lvd
Suite 702
Jacksonville, FL 32223
904.260.3319
PLATE HEIGHT
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FINISHED FLOOR
PLATE HEIGHT
PLATE HEIGHT
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6" SILL
TOP OF BLOCK — — —
SOLID
NICHIHA —
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o (TYP)
FINISHED FLOOR
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KIVER.SIDE
HON�`���1 IFS
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mytiversidehome.com
Lot 99
Atlantic Beach
Country Club
Vesey Residence
Roof Plan/ Elevations
1741 Maritime Oaks Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ/MA Sheet
Date 07.05.2017 5
Scale 1/4" = 1'-0"
Plan of
Corsica - B 9
Written dimen5ion5 Shall have precedence over Scale dimen5ion5.
Contractors Shall verify and be responsible for dimen5ion5 and
eondition5 of the job.
*&] TIC
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 A1A BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
12627 Sam Jose Blvd
Senate 702
LL .,het Jacksonville, FL 32223
F1orlda )es:gn,Inc. 904.260.3319
I LN
BIGHT SIDE ELEVATION
ii !t
KIVER.SIDE
HON�`���1 IFS
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mytiversidehome.com
Lot 99
Atlantic Beach
Country Club
Vesey Residence
Roof Plan/ Elevations
1741 Maritime Oaks Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ/MA Sheet
Date 07.05.2017 5
Scale 1/4" = 1'-0"
Plan of
Corsica - B 9
Written dimen5ion5 Shall have precedence over Scale dimen5ion5.
Contractors Shall verify and be responsible for dimen5ion5 and
eondition5 of the job.
*&] TIC
MICHAEL STAUFFER, ARCHITECT, AR13908
1093 A1A BEACH BLVD. SUITE #330
ST. AUGUSTINE BEACH, FL 32080
TELEPHONE: 904-471-2552
DRAFTING BY:
12627 Sam Jose Blvd
Senate 702
LL .,het Jacksonville, FL 32223
F1orlda )es:gn,Inc. 904.260.3319
EI-EC;TRICJA1_ LEGEND
0- 110 DUPLEX OUTLET(AFCI PROTECTED;
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220 OUTLET
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D DIMMEK SWITCH
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2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE PC
SPOTLIGHT
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE
EXHAUST FAN W1 LIGHT
4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY.
EXHAUST FAN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST
FLUORESCENT FIXTUKE
�I
CARKIAGE LIGHT
WIRING & ACCESSORIES.
DOUBLE FLOOD LIGHT
5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE
PANEL BOX
CODE, SECTIONS R314 AND R315
O
SMOKE DETECTOR
co
CARBON MONOXIDE DET.
I / \I VI\LLJJ
GAS W/H W/
RECIRCULATING
GAS
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ELECTRICAL NOTES
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FIN
SHED FLOOR TO CENTERED LINE OF THE BOX
TO BE: 12" AFF (GENERAL) - KITCHEN 44" AFF - BATHROO
39" AFF (44" AFF WITH RAISED VANITY) -
LAUNDRY ROOM 36" AFF - EXTERIOR WATERPROOF 12" A
F TO 42" AFF - GARAGE GENERAL PURPOSE -
44" AFF - KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BEL
W COUNTER SURFACE
2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE PC
SSIBLE.
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE
FINISHED FLOOR.
4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY.
ALL WORK SHALL BE DONE IN STRICT
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST
EDITION, BY A LICENSED ELECTRICAL
CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION
& SIZING OF ALL ELECTRICAL,
WIRING & ACCESSORIES.
5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE
IN ACCORDANCE WITH 2014 FLORIDA BUILDING
CODE, SECTIONS R314 AND R315
6. PROVIDE AFCis (ARC FAULT INTERRUPTERS) IN DWELLING
UNIT BRANCH CIRCUIT LOCATIONS PER
FBCR E3902.12
7.. GFIs (GROUND FAULT INTERRUPTERS) FOR WATER AREAS
AND OUTDOOR CIRCUITS PER FBCR E3902
8. ALL PERMANENT INTERIOR LIGHTING IS 100% HIGH EFFICACY
CFULED LAMPS PER FBG EC R404.1
9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED
INSIDE AND OUTSIDE OF DWELLING UNITS,
AND IN ATTACHED AND DETACHED GARAGES SHALL BETAMPER
RESISTANT RECEPTACLES
A/C A/C A/C
COMP. COMP. COMP.
SERVICE
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11: Oman
R1VER.SIDE
HOMES
on
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mytiversidehome.com
Lot 99
Atlantic Beach
Country Club
Vesey Residence
1st Floor Electrical Plan
1741 Maritime Oaks Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ/MA Sheet
Date 07.05.2017 6
Scale 1/411 = 1'-011
Plan °f O,
Corsica - B
Written dimen5ion5 Shall have precedence over Scale dimen5ion5.
Contractors Shall verify and be re5pon5ible for 6imen5ion5 and
:,ondition5 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 Smite 702
Jacksonville, FL 32223
Florida Des _ . Inc. 904.260.3319
0
A.HU
Q, I
FLOOR
r OUTLET
1.B.D.
i
i
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r
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2nd FL001� ELECTICAL FLM
ELECTF\ICAL f L/�N FOP\
GUEST SUITE OVER G12AGE
\
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------- GARAGE—_ -
SWITCH
F LECTRICAL NOTES
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO
BE: 12" AFF (GENERAL) - KITCHEN 44" AFF - BATHROOM 39" FF (44" AFF WITH RAISED VANITY) - LAUNDRY
ROOM 36" AFF - EXTERIOR. WATERPROOF 12" AFF TO 42" AF - GARAGE GENERAL PURPOSE - 44" AFF -
KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER 5URFACE
2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE.
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE. ABOVE FINISHED FLOOR.
4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY, ALL WORK SHALL BE DONE IN STRICT
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EP;TION, BY A LICENSED ELECTRICAL
CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING &
ACCESSORIES.
5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH 2014 FLORIDA BUILDING
CODE, SECTIONS 8314 AND 8315 \.
6. PROVIDE AFCI5 (ARC FAULT INTERRUPTERS) IN DWELLING UNIT BRANCH CIRCUIT LOCATIONS PER FBCR
E3902.12
7.. GF15 (GROUND FAULT INTERRUPTERS) FOR WATER AREAS ND OUTDOOR CIRCUITS PER FBCR E5902
8. ALL PERMANENT INTERIOR LIGHTING 15100% HIGH EFFICAC CFL/LED LAMPS PER FBC EC 8404.1
ELECTI\ICAL L
END
3 -WAY SWITCH
110 DUPLEX OUTLET(AFCI PROTECTED)
4 -WAY SWITCH
CEILING MOUNTED LIGHT
DIMMER SWITCH
HALF -SWITCHED OUTLET
pc
PULL -CHAIN
,F,
GFI DUPLEX OUTLET
I>
WALL MOUNTED LIGHT
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CEILING OUTLET
&
SPOTLIGHT
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&
220 OUTLET
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SWITCH
F LECTRICAL NOTES
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO
BE: 12" AFF (GENERAL) - KITCHEN 44" AFF - BATHROOM 39" FF (44" AFF WITH RAISED VANITY) - LAUNDRY
ROOM 36" AFF - EXTERIOR. WATERPROOF 12" AFF TO 42" AF - GARAGE GENERAL PURPOSE - 44" AFF -
KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER 5URFACE
2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE.
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE. ABOVE FINISHED FLOOR.
4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY, ALL WORK SHALL BE DONE IN STRICT
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EP;TION, BY A LICENSED ELECTRICAL
CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING &
ACCESSORIES.
5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH 2014 FLORIDA BUILDING
CODE, SECTIONS 8314 AND 8315 \.
6. PROVIDE AFCI5 (ARC FAULT INTERRUPTERS) IN DWELLING UNIT BRANCH CIRCUIT LOCATIONS PER FBCR
E3902.12
7.. GF15 (GROUND FAULT INTERRUPTERS) FOR WATER AREAS ND OUTDOOR CIRCUITS PER FBCR E5902
8. ALL PERMANENT INTERIOR LIGHTING 15100% HIGH EFFICAC CFL/LED LAMPS PER FBC EC 8404.1
® SPECIAL PURPOSE OUTLET
ELECTI\ICAL L
END
3 -WAY SWITCH
110 DUPLEX OUTLET(AFCI PROTECTED)
4 -WAY SWITCH
CEILING MOUNTED LIGHT
DIMMER SWITCH
HALF -SWITCHED OUTLET
pc
PULL -CHAIN
,F,
GFI DUPLEX OUTLET
I>
WALL MOUNTED LIGHT
e__VVp/GFWEATHER PROTECTED OUTLET
0
RECESSED LIGHT FIXTURE
=e--
CEILING OUTLET
&
SPOTLIGHT
®
FLOOR OUTLET
EXHAUST FAN W/ LIGHT
&
220 OUTLET
0
EXHAUST F=AN
® SPECIAL PURPOSE OUTLET
TELEPHONE
CABL-E TV
PREWIRE & BRACE
CEILING FAN WITH LIGHT
FLUORESCENT FIXTURE
�1 CARRIAGE LIGHT
DOUBLE FLOOD LIGHT
m PANEL BOX
O SMOKE DETECTOR
G CARBON MONOXIDE DET.
.—,MM —"/ 8: Malmo
RIVEA*.- a 8
RSIDE
HOMES
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www. myriversidehome. coni
Lot 99
Atlantic Beach
Country Club
Vesey Residence
2nd Floor Electrical PI
1741 Maritime Oaks Drive
Atlantic Beach, Fl. 32233
(O"'7—awn By ARJ/MA Sheet
Date 07.05.2017 7
Scale 1/4" = 1'-0"
Plan of
Corsica - B 9
.J
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 Jose Blvd
Suite 702
o cast Jacksonville, FL 32223
Florida Design, Inc. 904.260.3319
SWITCH
3
3 -WAY SWITCH
4
4 -WAY SWITCH
o
DIMMER SWITCH
TELEPHONE
CABL-E TV
PREWIRE & BRACE
CEILING FAN WITH LIGHT
FLUORESCENT FIXTURE
�1 CARRIAGE LIGHT
DOUBLE FLOOD LIGHT
m PANEL BOX
O SMOKE DETECTOR
G CARBON MONOXIDE DET.
.—,MM —"/ 8: Malmo
RIVEA*.- a 8
RSIDE
HOMES
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www. myriversidehome. coni
Lot 99
Atlantic Beach
Country Club
Vesey Residence
2nd Floor Electrical PI
1741 Maritime Oaks Drive
Atlantic Beach, Fl. 32233
(O"'7—awn By ARJ/MA Sheet
Date 07.05.2017 7
Scale 1/4" = 1'-0"
Plan of
Corsica - B 9
.J
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 Jose Blvd
Suite 702
o cast Jacksonville, FL 32223
Florida Design, Inc. 904.260.3319
ILI
DR
NICI
FA`.
45
TERMINATION OF STUCCO
STUCCO TERMINATION PEP. A5TM C -926 A2.2.2.
DRIP SCREED INSTALLED PER ASTM 1063-03
TYPICAL 1 STORY
WALL 5ECTION
c.P,I E: r'- T-0"
055 ROOF
SHEATHING
METAL UNDERLAYMENT FASTENED PER FBG R905.4.3
FASTEN METAL ROOF PER FSC 8905.4.5
1x6 T+G 2X8 5TWN. RR
0
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=v
DRIP
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FASCIA BOARD
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VAPOR BARRIER. SEALED AT
TOP & BOTTOM PLATES. —
STUCCO
HC
HEADER
A WHERE
OCCURING
12
P
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A
TPJSS
2X8 RAFTERS, HOLD DOWN
4" FROM TOP OF TRUSS
FOR T&G ATTACH PER ENG.
DRYWALL CLG.
TOP PLATE
OPNG HEAD HEIGHT
R-19 INSULATION
— 2X ' 51 UDS
1/2" PF .YWALL
2X6 BAD -F PLATE
4" S )BFLOOK
TF05-5
TYF'. 2nd STORY
WALL SECTION.
2x8 OUI RIGGER
2x BETWEEN ---
W/ VENT 5
1x6 T+G
NICHi� ', x 2 �" —/
FA -5( 'A, 50AFP
45 'ANGLE (5) 2x12 W/ —
� PLYWOOD
SPACERS
FOAM 1 'x 5�' SUBSTRATE
WITH 4" BEVEL
i
8" x 8" POST:
SHEATHING ON
6x6 PT POST
SHEATHING
EPA
I
I�
2 3
2X8
OUTRIGGER
2x BETWEEN
RAFTERS
1x6 T+G
DRIP —
NICHIHA 4 x 2'
FASCIA 5OARD
45 °ANGLE
1x6 T+G
1-t `LOOK FOKCH SECTION
SCALE: 3/4"=1'-0"
2x3 ON 1x 5LOCKING
STUCCO ON
SHFATHING
2X6 5TUD5
2x6 PT DECK
W/ -1" GAPS
TYPICAL
PT 2x8
JOISTS
2x6
2xF,
TRU55—
DRY'vVAI 11.
J" 51-15FLOOR
FLOOR
TRUSS
HEADER
WHERE
ix� OCCURING
SLAB
A
12
PLATE HT.
7-
R...IVEKSIDE
HOMES
■■
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.myfiversidehome.com
Lot 99
Atlantic Beach
Country Club
Vesey Residence
Wall Sections
1741 Maritime Oaks Drive
Atlantic Beach, Fl. 32233
(Mr -awn By ARJ/1\4A Sheet
Date 07.05.2017 8
Scale 1/4" = 1'-0"
of
Plan
Corsica - B 9
Written dimen5ion5 Shall have precedence over Scale dirrmen5ion5.
Contractors Shall verify and be re5pon5ible for dimensions 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:
T 12627 San Jose Blvd
Sure 702
T �-cheasr Jac�sonville, FL 32223
Florida Des:ga> Inc. 9®4.26®,3319
RpKE�001
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
MTL EAVE DRIP \
TRIM 6"-7" FROM END
OF FIRST SHINGLE
TRIM TABS FROM ALL
STARTER COURSE
SHINGLES
cNO vp
STARTER COURSE
PLACE SHINGLES CLOSE
TOGETHER BUT DO NOT
CROWD
ALONG RAKES, CEMENT
SHINGLES TO UNDERLAYMENT
& EACH OTHER INA 4" WIDT
OF ASPHALT PLASTIC ROOF
CEMENT
i
NON -CORRODING PLACE SHINGLES 3/8"
MTL EAVE DRIP i OVER EAVE & RAKE
EDGES TO PROVIDE DRIP
EDGE
FIRST COURSE
11-1/2" to 12-1/2" 11-1/2" to 12-1/2"
" to 1-1/2" 1" to
11
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
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 OVER
FLANGE @ HEAD
FIBERGLASS SHINGLE
ROOFING OVER 15# FELT
OVER 7/16" OSB OVER
PRE -ENG WD TRUSSES
N.T.S.
WALL SHEATHING
STUCCO/CV FINISH
ASSEMBLY W/ 159 FELT
OVER APPROVED WEATHER
BARRIER
LAP FELT AND WEATHER
BARRIER OVER VINYL
STUCCO STOP/WEEP
EXTEND 15# ROOFING FELT
I UP WALL 7" MIN.
5x5 METAL FLASHING OVER
Z _ ROOFING FELT (NAIL TO
? ? z ROOF DECK NOT WALL
SHEATHING)
i
CAP SHINGLE - DO NOT NAIL
INSTALL WITH ROOF
CEMENT
r SHINGLE ROOFING
ROOF
WALL FLASHING DETAIL - STUCCO
N.T.S.
ROOF
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
SHINGLE ROOFING
WALL FLASHING DETAIL - LAP SIDING
N.T.S.
SUBFASG]A--°� L�
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS
NO YENT5 ARE ALLOWED
2. APPLY ROOFING CEMENT OR SELF -ADHERING
FLASHING OVER FLANGE AT HEAD ONLY
VENT STACK FLASHING DETAIL
N.T.S.
WALL SHEATHING
STUCCO/CV FINISH
ASSEMBLY W/ 159 FELT
OVER APPROVED WEATHER
BARRIER
LAP FELT AND WEATHER
BARRIER OVER VINYL
STUCCO STOP/WEEP
EXTEND 15# ROOFING FELT
I UP WALL 7" MIN.
5x5 METAL FLASHING OVER
Z _ ROOFING FELT (NAIL TO
? ? z ROOF DECK NOT WALL
SHEATHING)
i
CAP SHINGLE - DO NOT NAIL
INSTALL WITH ROOF
CEMENT
r SHINGLE ROOFING
ROOF
WALL FLASHING DETAIL - STUCCO
N.T.S.
ROOF
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
SHINGLE ROOFING
WALL FLASHING DETAIL - LAP SIDING
N.T.S.
SUBFASG]A--°� L�
BASE LAYER:
5/6" DEN50LA55 FIREGUARD SHEATHING
ATTACH WITH z NX 5 OR SCRErv5
NO YENT5 ARE ALLOWED
FACE LAYER;
5/6" DENSGLASS FIREGUARD SHEATHING
ATTAA,ED WITH Z'Mk k SCREWS OR NAILS w 24"O.C.
-OFFSET JONT5 H BA5E AW FACE'.AYER 24"
I"71E:
DESIGN BASED ON GA FIE Na RC 2602
SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) 50FF1T A5 NEEDED
THIS DET/Ml, ONLY APPLICABLE WHERE 5EPARATION DISTANCE OFF OVERHANG L5 LE55'}iAN MD MORE THAN 2't ROM PROPERTY LINE
ALTERNATE:
RATED SOFFIT ASSEMBLES WHICH MEET
UL STANDARDS FOR (1) HOUR
FIRE RATING ARE PERMITTED
2x4 BLOCKING REQUIRED
AT PANEL JOINTS
NO YEWS ARE Al LOWED
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
24" WIDE METAL VALLEY
FLASHING 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
i
7116" OSB OVER -
PRE -ENG WD
TRUSSES
NOTES:
1. INSTALL IN STI.ICT 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.
STUCCO/CV FINISH
ASSEMBLY
_ :_:'iY'•:;^ • LAP BARRIER OVER NAILING
FLANGE
VINYL DRIP/WEEP SCREED
5"x5" METAL FLASHING
KICK -OUT A"�tiij J
I
FLASHING (SEE ,
DETAIL)
I
EXTEND KICK-OUI 2" )
i
� � BEYOND FASCIA
h o
�— FELT UNDERLAYMENT
SHINGLE ROOFING
MTL DRIP EDGE
FASCIA NOTE: INS ALL KICKOUT
FLASHING AT BOTTOM OF
ROOF & WALL IN WATER
TIGHT
WALL/KICKOUT FLASHING DETAIL SEAL
N.T.S.
ROOF TRUSSES
SECTION - (1) HOUR FIRE RATED
5A5E LAYER:
5/6" DEN50LA55 FIREGUARD SHEAT -BAG
ATTACH WITH (2)1 # TYPE'W-
DRYWALL SCREWS
FACE LAYER:
50' DEN5GI A55 FIREGUARD SFEATHNG
ATTACHED WITH 1� TYPE'G` DRYWALL
SCREWS 0 12'OC.
-OFFSET JOINTS IN BASE AND FACE LAYER 24"
NOTE:
DE5TGN 5A5ED ON GA F1E Na RC 2602
ONLY) SOFFIT A5 NEEDED
LTERNATE:
ATED SOFFIT ASSEMBLES WHICH MEET
L STANDARDS FOR (1) HOUR
IRE RATING ARE PERMITTED
M
W
LINE OF
APP
BARRIER
OVE
INSTALL 4" WIDE
SELF -ADHERING
MEMBRANE FLASHIN
OVERNAILING FLANGE 0
HEAD �
EXTEND SELF -ADHERING MIN.
MEMBRANE FLASHING 1°
MIN. BEYOND JAMB
FLASHING
i
NOTE:
1. WINDOW INSTALLATION &
FLASHING DETAILS ARE
CONSISTENT WITH ASTM2112
METH00 A-1 EXCEPT
SELF -ADHERING MEMBRANE
FLASHINGS ARE USED.
2. R 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.
MPC
ARR
)WE
STALL WINDOW
LEVEL & SQUA
IUFACTURERS W
INSTRD
FOLD WEATHEI
DOWN & TAPE
CUT & ACROS;
WINDOW FLASHING INSTALLATION DETAILS
N.T,S.
APPROVED WEATHER
BARRIER OVER WD
SHEATHING
LINE OF DOOR OPENING
INSTALL 4' WIDE
SELF -ADHERING MEMBRANE
FLASHING OVERLAPPING
DOOR FRAME 1/4'
DOOR FLASHING INSTALLATION DETAILS
N.T.S.
NECHANICALL'
INED EDGE (CP
APLES) IF REOI
SHING MANUF1
INSTAL
LF -ADHERING
JEMBRANEFLP
EXTEND FLA:
JAMI
EXT
ASHIN
ILL FLE
INSTALL DOOR PLUMB.
LEVEL & SQUARE PER
4UFACTURER WRITTEN
INSTRUCTIONS
BED OF SEALANT
APPSEALANT AT
CORNERS & LY FRONT EDGE
OF THRESHOLD
NOTE: AT UNPROTECTED DOORS, BOTTOM
114th 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
ti
IVER. SIDE
HO S
Build With Confidence
12276 San Jose Blvd., Suite 120
Jacksonville, Florida 32223
Office: (904) 449-1650
www.mytiversidehome.com
Lot 99
Atlantic Beach
Country Club
Vesey Residence
Flashing Details
1741 Maritime Oaks Drive
Atlantic Beach, Fl. 32233
Drawn By ARJ/MA Sheet
Date 07.05.20179
Scale 1/411 = 11-01i
Plan of
Corsica - B 9
Written dimen5ion5 Shall have precedence over Scale dimen5ion5.
Contractors Shall verify and be re5pon5lble for dimen5ion5 and
conditlon5 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:
_ 12fi27 San Jose Blvd
�= oTtiT�ast- Jaclisonv111e, FL 32223
�FIGr;aa nes;�L, IT)c_ 904.260.3319
DESIGN SPECIFICATIONS:
Project has been designed in accordance with the 5th Edition (2014) Florida Building
Code, Residential, and the Florida Building Code, Existing Building (as applicable).
DESIGN CRITERIA:
Wind Design Method
ASCE 7-10
Basic Wind Speed:
130 mph
Building Risk Category:
II
Wind Exposure:
B (Enclosed Structure)
Building Classification:
Residential
Building Type:
Type V Construction
Wind -Borne Debris:
NOT located in the wind-borne debris region
Unless otherwise noted, project site considerations shall be the responsibility of the
1 of be limited to
s include, but shat n
owner and/or contractor. Examples of such item I ,
determination of grade elevations, drainage features, and special requirements
associated with FEMA flood hazard and/or DEP zones.
DESIGN DEAD LOADS:
Floors:
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or
wood subflooring over wood truss, wood I -joist, or solid sawn lumber framing. The floor
n
covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be
notified if the floor coverings differ from the noted assumptions
Roofs:
Metal or Shingle: 10 psf (Rafters) 7 psf (Woad Truss)
Concrete or Clay Tile: 15 psf
Refer to Architectural Plans for Roof Covering System
DESIGN LIVE LOADS:
Floors:
Exterior Balconies:
Exterior Decks:
Stairs:
Garages:
All Other Areas:
Attics:
Without Storage:
With Limited Storage:
With Storage:
Roofs:
Less than 4:12 slope:
4:12 slope or greater:
DEFLECTION CRITERIA:
40 psf
40 psf
40 psf (or 300 Ib point load)
50 psf (or 2000 Ib point load)
40 psf
10P sf
20 psf
30 psf (fixed stair access)
20 psf
16 psf
Walls:
Wind loads with plaster or stucco finish: L/360
Wind loads with other brittle finishes: L/240
Wind loads with flexible finishes: L/120 or L/180*
* L/180 for exterior walls with interior gypsum board finish.
Floors:
Live Load: L/480
Total Load: L/240
* Increased floor stiffness may be required by floor covering manufacturer
Roofs:
Live Load: U240
Total Load: U180
GENERAL NOTES:
1. The scope of these plans is limited to the structural requirements of this project.
Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing,
and flashing requirements are not addressed in these plans.
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
of construction and occupancy.
3. The contractor is responsible for the means and methods of construction. It is the
contractor's sole responsibility to determine the procedure, sequence, and temporary
bracing as to insure the safety of the building and its component parts during
construction.
4. The contractor shall verify all conditions and dimensions at the job site prior to
commencing work.
5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles,
plates, openings, sleeves, hangers, slab depressions, or other components as may be
required to attach and accommodate other work.
6. All details and sections shown on the structural drawings are intended to be typical
and shall be construed to apply to any similar situation elsewhere in the work except
where indicated otherwise.
7. Refer to the structural drawings for all structural details and sections. The contractor
shall contact the Engineer for clarification in cases of conflict between the structural
drawings and any drawings prepared by others prior to commencing work.
8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report.
The design of the project structure assumes an allowable soil bearing capacity of
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the
noted assumptions. All requirements for site preparation and soil compaction
specified in the soils report shall be followed unless more stringent requirements are
specified in these plans.
CONCRETE:
1. All concrete work shall be in accordance with "Building Code Requirements for
Structural Concrete," ACI 318-11, and "Specification for Structural Concrete," ACI 301.
2. All concrete shall have the following minimum compressive strength at 28 days:
Slabs on grade, footings, and misc. concrete: fc=2500psi
si
Structural slabs, walls, beams and columns: fc=3000 p
Designated radon zones only- all concrete: fc=3000psi
3. Cement shall conform to "Specification for Portland Cement" (ASTM C150)
4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33)
5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic
material or other substances that are deleterious to concrete or steel reinforcement.
6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the
structural drawings. All reinforcing details shall conform to "Details and Detailing of
Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural
drawings.
7. Tolerances for foundation and slab alignment as well as placement of reinforcement
shall be in accordance with "Standard Tolerances for Concrete Construction and
Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate.
8. 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
6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185,
or fibermesh reinforcement shall be used with a minimum fiber length of 2" to 2"
complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per
cubic yard in accordance with manufacturer's recommendations.
9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and
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
shall be provided in accordance with applicable code requirements. If soil treatment
is used, the treatment shall be done after all excavation, backfilling, and compaction
is completed.
10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be
compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density
rade depth of at least two
feet 2
-0" below the bottom of the footin .
ASTM D1557 for 9
(
P
11. The following minimum concrete cover shall be provided for reinforcement:
3" Concrete cast against and permanently exposed to earth
2" Concrete exposed to earth or weather
1 %" Concrete not exposed to earth or weather
12. All continuous reinforcing steel in concrete shall be lap -spliced with the following
minimum lengths:
#4 bars: 21" minimum
#5 bars: 26" minimum
#6 bars: 32" minimum
13. Reinforcement in footings shall be bent around corners or corner bars shall be used.
14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support
reinforcing steel. Support items which bear on w(posed concrete surfaoes shall have
ends which are plastic tipped or stainless steel.
MASONRY:
General:
1. All masonry work shall be in accordance with 'I wilding Code Requirements for
Masonry Structures," ACI 530-11, and Specific inions for Masonry Structures," ACI
530.1-11
2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of
u
2000 psi per ASTM C1019. Grout shall be mlxal to Provide a slump between 8" toll".
3. Mortar shall conform to ASTM C270 and be TN pa M or S. Type N mortar may be used
in brick veneer.
4. The contractor shall be responsible for the design and installation of all flashing.
Concrete Masonry (CMU):
1. Concrete masonry units (CMU) shall be ASTM G90-116, Hollow Load -Bearing
Concrete Masonry Units, normal weight, with a minimum compressive strength of
1900 psi (fm=1500 psi).
2. All continuous reinforcing steel in masonry shall be lap -spliced with the following
minimum lengths:
#4 bars: 20" minimum
#5 bars: 25" minimum
#6 bars: 30" minimum
3. Grout all cells containing vertical reinforcement in 5'-0" maximum lifts.
4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall
height exceeds 5'-0".
5. Beam reinforcement shall be continuous across control joints.
Clay Masonry (Brick):
1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and
Hollow Brick, respectively. Grade SW shall be used.
2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c.
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"
o.c. and placed within 12" of the openings.
3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall
have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No.
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.
Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for
4. P 9
supporting brick veneer over openings. This angle will not be required for arched
windows where brick is self-supporting. If the length of the opening exceeds 6-0" then
the steel angle shall be attached to the wood framing with %" x 3" lag screws @ 12"
o.c. or Simpson Y4" x 3" SDS screws @ 12"o.c.
WOOD FRAMING:
1. All wood framing has been designed in accordance with "National Design Specification
(NDS) for Wood Construction," 2012 edition.
2. Southern Yellow Pine member design incorporates design values for all sizes and
grades of visually graded Southern Yellow Pine dimension lumber per "Supplement
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by
the Southern Pine Inspection Bureau (SPIB).
3. All wood members exposed to weather or in contact with masonry, concrete or soil
shall be treated with an appropriate preservative suitable for the exposure conditions.
4. If ACQ treatment is used on any wood member, then all nailing shall require
hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM 8695, Class 50.
If borate treatment is used then galvanizing is not required.
5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for
Metal Plate Connected Wood Truss Construction (TPI 1-07)."
6. All trusses shall be designed by the Truss Manufacturer's registered Engineer.
7. The Truss Manufacturer shall submit shop drawings and design notes with a
registered Engineer's seal for approval. Design notes shall include the rated load
capacity of the truss to truss connectors, and the manufacturer's license to fabricate
trusses utilizing the connector system proposed. The contractor shall approve
fabrication and installation drawings showing size, shape and layout.
8. Jobsite handling and erection, including temporary bracing, during installation of
trusses shall comply with TPI / WTCA BCSI 1.
9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened
to their supporting walls or beams with metal connectors as noted in the Truss
Connection Schedule.
10. All gable ends shall be balloon framed or braced in accordance with the applicable
detail as shown in the structural drawings.
11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall
be provided by others.
13. Fasten plies of 1 Y/4" wide engineered lumber as follows:
2 -ply beams with (3) rows of 0.131"x3'/4" nails @ 12"o.c.
3 -ply beams with (3) rows of 0.131"x3'/4" nails @ 8"o.c. (each side)
4 -ply beams with (2) rows of Simpson 6 %" long SDW screws @ 12" o.c.
STRUCTURAL STEEL:
1. Structural steel shall conform to AISC Specifications for Design and Fabrication and
Erection of Structural Steel for Buildings (latest editions).
a. Welded Connections: AWS D1.1
b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi)
c. Structural Steel W shapes: ASTM A992 (Fy 50 ksi)
d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi)
e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi)
f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or
ASTM A53 (Fy=35 ksi)
2. All structural steel connections and fabrications shall comply with AISC specifications.
3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication.
4. Holes required for bolted connections may be drilled or punched. Flame -cut holes
shall not be used.
5. Bolts shall be installed to the "snug -tight" condition - u.o.n
6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior
to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning".
7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel
surfaces exposed and visible to the exterior of the structure.
8. Field touch-up after installation where required to restore final finish.
HARDWARE AND ANCHORS:
1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie,
United Steel Products (USP), or Engineer approved equal.
2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
F1554, Grade 36.
3. All metal connectors and hardware which are exposed to the exterior or in contact
with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
ASTM A153, Class C, or ASTM 8695, Class 50.
4. Anchor adhesives shall be either SET -XP or AT -XP by Simpson Strong -Tie (with
Florida Product Approval) and installed according to the manufacturer's instructions.
Holes shall be cleaned of all debris and brushed out prior to installation of anchor
adhesive.
ROOF COVERING:
1. The contractor shall be responsible for the design and installation of the roof covering
system.
2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the
manufacturer's requirements.
3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation
Manual," and the manufacturer's requirements.
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
specifications: to the manufacturer's requirements.
LVL or Parallam LSL
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
Fb=2,600 psi Fb=2,325 psi and valley material.
Fc =750 psi Fc =900 psi
Fv=285 psi Fv=310 psi
}
All window, door and soffit assemblies shall be designed to withstand the design
pressures indicated below and shall be installed in accordance with the
manufacturer's requirements.
WIND PRESSURES ON WINDOWS, DOORS &
SOFFITS (psf)
AREA OF OPENING
EDGES RIP (5)
INTERIOR ZONE 4
A35 10446.1
Pos Neg
Pos Neg
(12) 0.131" x 1'/2'
n/a
ABU44 - Z 10860.4
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
14.7 17.4
14.7 -16.3
Soffit Design Pressure
18.3 -24.51
18.3 -19.8
base Design t-ressure
TYPICAL EDGE STRIP (5)
a = 6.0'
•rvn,n AI �^Klr /A\
'ID. Du k"_P] = mu. io
OFFICE COPY
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY:_ZL)DATE: '
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Metal Connector Fastening Schedule
_K/USP ID FL # Fasteners Anchorage (U.O.N.)
Simpson ID FL #
MIT
A35 10446.1
MPA
I 17244.23
(12) 0.131" x 1'/2'
n/a
ABU44 - Z 10860.4
PAU
'4 - TZ 17239.13
(12) 0.162" x 2'/2" or (12) 0.162" x 3'/2
5/8" w/ 7" embed
ABU66 - Z 10860.4
PAU
'6 - TZ 17239.13
(12) 0.162" x 2'/2" or (12) 0.162" x 3'/z'
5/8" w/ 7" embed
CS16 10852.2
RS1
0 17244.27
(11) 0.148" x 3" in each end - (22) total
n/a
DSP 10456.1
RSP
-6-2 17244.29
(8) 0.148" x 1'/2" into studs
(6) 0.148" x 1'/2" into double plate
n/a
DTT2Z 10441.1
DTB-
Z 17219.1
(8)'/4' x 1'/2" SDS
'/2" w/ 4'/2" embed (mono) & 7" embed (stem)
GBC 10861.3
HC5
0 N/A
(5) 0.131" x 1'/2" into gable brace
(7) 0.131" x 2'/2" into double plate
n/a
H2.5A 10456.3
Wei: Lse
RT7 17236.11
(5) 0.131" x 2'/2" in each end - (10) total
n/a
H2.5T 10446.8
n/a: L
se RT7 17236.11
(5) 0.131" x 1'/2" in each end - (10) total
n/a
H3 10456.3
RT3A
17236.11
(4) 0.131" x 2'/2" in each end - (8) total
n/a
H6 10456.3
LFTAS
17244.17
(8) 0.131" x 2'/2" in each end - (16) total
n/a
H8 10446.8
RT8A
17236.11
(5) 0.148" x 1'/2" in each end - (10) total
n/a
HDQ8 10441.3
n/a: Lse
UPHD8 17219.6
(20)'/4' x 3" SDS
7/8" w/ 15" embed (SET epoxy only)
HDU5 10441.4
PHD
i 17219.4
(14)'/4' x 2'/2" SDS
5/8" w/ 7" embed (mono) & 12" embed (stem)
HDU8 10441.4
PHD
i 17219.4
(20)'/4" x 3" SDS
7/8" w/ 15" embed (SET epoxy only)
HETA16 14473.3
HTA16
17680.4
(10) 0.148" x 1'/2'
4" embed
HTS20/24/30 10456.6
HTW
-0/24/30 17244.8
(10) 0.148" x 3" in each end - (20) total
n/a
HTSM16/20 11473.12
HTW
16/20 6223.2
(8) 0.148" x 3" into wood
(4)'/4" x 2'/4' Titen into CMU
(4)'/4' x 13/4" Titen into concrete
n/a
HTT4 11496.6
HTT4
17324.2
(18) 0.162" x 2'/2"
5/8" w/ 7" embed (mono) & 12" embed (stem)
HTT5 11496.6
HTT5
17324.2
(26) 0.162" x 2'/2"
5/8" w/ 7" embed (mono) & 12" embed (stem)
LTP4 10446.13
MP4
: 17244.24
(12) 0.131" x 1'/2"
n/a
LSTA18 10852.6
LSTA
18 17244.18
(7) 0.148" x 3" in each end - (14) total
n/a
LTS12 10456.7
LTW
2 17244.8
(6) 0.148" x 3" in each end - (12) total
n/a
MSTA24 10852.9
MST
24 17244.18
(9) 0.148" x 3" in each end - (18) total
n/a
MSTAM24 11473.11
MST
M24 17325.1
(9) 0.148" x 3" into wood
(5)'/4' x 2'/4' Titen into CMU
(5)'/4' x 13/" Titen into concrete
n/a
MSTA30 10852.9
MST
30 17244.18
(11) 0.148" x 3" in each end - (22) total
n/a
MSTA36 10852.9
MST
A36 17244.18
(13) 0.148" x 3" in each end - (26) total
n/a
MSTAM36 11473.11
MST
AM36 17325.1
(13) 0.148" x 3" into wood
(8)'/4' x 2'/4' Titen into CMU
(8)'/4' x 13/4" Titen into concrete
n/a
MTS12/20 10456.8
M
12/20 17244.8
(7) 0.148" x 3" in each end - (14) total
n/a
MTSM16/20 11473.12
HTW
V116/20 6223.2
(7) 0.148" x 3" into wood
(4)'/4' x 2'/4° Titen into CMU
(4)'/4' x 13/" Titen into concrete
n/a
PA51 13326.4
TA51
N/A
(14) 0.162" x 2'/2" or (14) 0.162" x 3'/z'
4" embed
SPH4/6 10456.12
SP
14/6 17244.32
(12) 0.148" x 1'/2"
n/a
SSP 10446.1
RSP _
-6 17244.29
(4) 0.148" x 1'/2" into studs
(3) 0.148" x 1'/2" into double plate
n/a
STHD14 13326.7
i STA
)14 17230.3
(30) 0.148" x 3'/4'
14" embed
Notes:
1.) Al connectors manufactured ty
2.) Mono =monolithic concrete; stem
3.) Anchorage refers to threaded
Simpson Strong -Tie or MITEK/USP (U.O.N.)
=masonry stemwall or bond beam
anchors with noted diameters and embedment depths
OFFICE COPY
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY:_ZL)DATE: '
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DATE:
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NOTE.
CONTINUOUSFOOTING
30" x 42" x 12" PAD FOOTIN ACROSSGARAGE
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FOUNDATION PLAN
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17-1257
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S[RELEA;EDATE:
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ED BY:
FSS
FOUNDATION PLAN
FULL HEIGHT WALL SHEATHING
S
SD -3
TYPICAL ALL
EXTERIOR WINDOW AND
DOOR OPENINGS
(2) 2x6 HEADER
2J 2K ........... ..
—_BM4_ .............
2)JACKS
MIN. '...............
(2) 2x6 BUILT-Up
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(2) 2x6 BUILT -U......: POST (MIN.)
POST (MIN.)
— — — — —,. ——...—::— _:: — — X41 — —.
R
EACH REAR POST SHALL BE TREATED
44 POST ON ABU44-Z POST BASE
STRAP POST TO EACH BEAM ABOVE
WITH (1) H6 -Z CLIP OR (1) MSTA24-Z
TYPICAL ALL POSTS - (U.O.N.)
SEE DETAIL "U" ON SHEET SD -3
NOTE:
THIS OPEN PORCH CEILING
REQUIRES A MINIMUM 3e" SHEATHING
FASTEN WITH 6d COM OR BOX
NAILS AT 6" O.C. ON EDGES
AND 12" O.C. IN THE FIELD
1
2)1 3Ir
4" x 114" LVL
II 2J 2K
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SOLID BUILT -U
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(282x12 PORCH BEAM — —
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PARALLAM POST
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(2) 2x6 BUILT-UP
POST (MIN.)
(4) 2x6 BUILT-UP
POST (MIN.)
(5) STUD POST
AT BRACKET
(2) JACKS
MIN.
HUC410 HANGER (5) STUD POST
................. .. AT.BRACKET..../
----SWI ----
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�STRUCTURALBRACKET
(SEE DETAIL "D" ON S-8)
STRUCTURAL BRACKET
(SEE DETAIL "D" ON S-8)
11 STRUCTURALBRACKET
(SEE DETAIL "D" ON S-8)
--BALLOON FRAME
WALL w/ 2x8 STUDS
@ 12" O.C.
WALL LAYOUT -FIRST FLOOR
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GARAGE DOOR SHALL
BE RATED FOR A
MINIMUM DESIGN
PRESSURE OF
18.3 psf±
2) 14" x 114" LV
2J 2K
2x10 HEADER
2J 7 2K
(2) JACKS
MIN.
1. INSTALL (11) MSTA30 STRAP AT EACH END
OF GARAGE DOOR HEADER. NAIL STRAP
INTO HEADER AND JACKS BELOW
2. EMBEDDED STRAP AT EACH END OF GARAGE
DOOR OPENING SEE DETAIL "F" ON SD -1
GARAGE DOOR SHALL
BE RATED FORA
MINIMUM DESIGN
PRESSURE OF
18.3 psf±
2)13/" x 111/" LVL
2J 2K
(2) JACK STUDS
(2) KING STUDS
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NOTES:
1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6
SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHT OF 10'-1 %" - U.O.N.
2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4
SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 10'-1 %" - U.O.N.
3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N.
NOTIFY ENGINEER OF ANY VARIATIONS
__---CANTILEVERED BALCONY ABOVE
(SEE DETAIL 'W'S -6)
GARAGE DOOR SHALL
BE RATED FOR A
MINIMUM DESIGN
PRESSURE OF
18.3 psf± =__ _
(2)1 4" x 11 4" LVL HEADER J
CONTINUOUS TO CORNER
ONSTRUCT USING APA
NARROW WALL METHOD
WITH HEADER CONTINUOUS
ACROSS RETURN WALLS
(SEE DETAIL "C" ON S-8)
SHEARWALL LEGEND:
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FLOYD S. SIMPSON, PE
FL PE No. 50791
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QUANTITY'QUANTITY
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NOTE:
ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM
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ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH
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17-1257
BE NAILED @ 3" O.C. TOP AND BOTTOM PER
4" = V-0" (U.O.N.)
JOB NUMBER:
DO NOT SCALE THIS DRAWING
DETAILS "A" & "B" ON SHEET SD -2 - U.O.N.
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08-30-17
WOOD FRAMED HEADER LEGEND:
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SIZE OFFICE COP)
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RELEASE DAT
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QUANTITY'QUANTITY
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NOTE:
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COUNTY:
DUVAL
4" = V-0" (U.O.N.)
DO NOT SCALE THIS DRAWING
E:
08-30-17
I BY:
CMF
ED BY: FSS
WALL LAYOUT
FIRST FLOOR
S-3
1_UC212-2
HANGER
HOLDOWN
HTT5 HOLDOWN
IN ADDITION TO
EMBEDDED STRAP
HOLDOWN
HTT5
HOLDOWN
TIE -DOWN LAYOUT - FIRST FLOOR
1. INSTALL (1) MSTA30 STRAP AT EACH END
OF GARAGE DOOR HEADER. NAIL STRAP
INTO HEADER AND JACKS BELOW
2. EMBEDDED STRAP AT EACH END OF GARAGE
DOOR OPENING SEE DETAIL "F" ON SD -1
HOLDOWN
ONSTRUCT USING APA
NARROW WALL METHOD
WITH HEADER CONTINUOUS
ACROSS RETURN WALLS
(SEE DETAIL "C" ON S-8)
NOTE:
ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE,
(1) SIMPSON SDWC 15600 SCREW OR
ALTERNATIVE TO SPH_ AT DOUBLE PLATE,
(2) SIMPSON SDWC 15600 SCREWS STUD
TO DOUBLE PLATE PER SIMPSON DETAIL.
DOUBLE
PLATE
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OPTIMAL 22%° ANGLE
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OFFICE COPY
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• _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE
(4" MINIMUM EMBEDMENT REQUIRED)
O = %" THREADED ROD FROM FOUNDATION TO UPPER
FLOOR DOUBLE PLATE
(4" MINIMUM EMBEDMENT REQUIRED)
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FLORIDA C,A. NUMBER: 25846
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1. INSTALL (1) MSTA30 STRAP AT EACH END
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2. EMBEDDED STRAP AT EACH END OF GARAGE
DOOR OPENING SEE DETAIL "F" ON SD -1
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ONSTRUCT USING APA
NARROW WALL METHOD
WITH HEADER CONTINUOUS
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(SEE DETAIL "C" ON S-8)
NOTE:
ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE,
(1) SIMPSON SDWC 15600 SCREW OR
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TYPICAL ALL
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FULL HEIGHT WALL SHEATHING
NOTES:
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 %" - U.O.N.
3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N.
NOTIFY ENGINEER OF ANY VARIATIONS
SSP CLIPS TOP & BOTTOM @ 16" O.C. &
%" x 4 %" SDS SCREWS INTO BEAM BELOW @ 24" O.C.
SW -6
SSP CLIPS TOP @ 16" O.C. & CS16
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2J I 2K
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YOUT - SECOND FLOOR
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
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FASTEN WITH 6d COM OR BOX
NAILS AT 6" O.C. ON EDGES
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1 = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE
SHEARWALL LEGEND:
........... = NON-BEARING WALL
D = BEARING WALL
SW- _
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NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON
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D = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2%")
NAILS @ 3" O.C. ON EDGES AND 12" O.C. ON
INTERMEDIATE SUPPORTS
SBS = SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWALL
NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL
BE NAILED @ 3" O.C. TOP AND BOTTOM PER
DETAILS "A" & "B" ON SHEET SD -2 - U.O.N.
WOOD FRAMED HEADER LEGEND:
:(2)
OF HE
OFFICE COPY
2x_ HEADER
J K
QUANTITY UANTITY
OF JACKS OF KING STUDS
NOTE:
ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM
(2) 2X6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE
INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER
ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH
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NOTE:
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NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL
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WOOD FRAMED HEADER LEGEND:
:(2)
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OFFICE COPY
2x_ HEADER
J K
QUANTITY UANTITY
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NOTE:
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(2) 2X6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE
INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER
ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH
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RIGHT
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NOTE:
1) ALL TRUSS CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED
2) THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR
3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED
AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD
4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE
INTERIOR SIDE OF WALL
(5) REFER TO MANUFACTURER'S INSTALLATION DETAILS
WHEN USING SDWC SCREWS
BEAM I.D. BEAM SPECIFICATIONS
BM1 (2) 1 %" x 18" 2.0E LVL
BM2 (2)133 /" x 18" 2.0E LVL
BM3 (2)1 %" x 18" 2.0E LVL
BM4 (2)1 %" x 9%" 2.0E LVL
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(ACHED TO EACH
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JD w/ (2)Y" x 4Y"
S SCREWS (24" O.C. MAX)
TRUSS CONNECTOR SCHEDULE
TRUSS ID I LEFT I INTERMEDIATE RIGHT
IALL TRUSSES I SDW 105 00 I SDW 105 00 I SDWC 1b 00
1) ALL TRUSS CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED
2) THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
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3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED
AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD
4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE
INTERIOR SIDE OF WALL
(5) REFER TO MANUFACTURER'S INSTALLATION DETAILS
WHEN USING SDWC SCREWS
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TRUSS CONNECTOR SCHEDULE
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1) ALL TRUSS CONNECTORS ARE BASED ON
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APPROVAL OF THE ENGINEER OF RECORD
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(5) REFER TO MANUFACTURER'S INSTALLATION DETAILS
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ROOF SHEATHING
INCREASE NAIL SIZE TO
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OVERHANG AREA
1x6 T&G D
2x6 RAFTER SLOTTED INTO GAP
BETWEEN CORNER HIP JACKS
LOWER RAFTER TO ALIGN WITH
BOTTOM OF T & G
DOUBLE PLATE
FASTEN SHEATHING TO HEADER
IN 3" GRID PATTERN AND FASTEN
SHEATHING TO ALL FRAMING @ 3" O.C.
USE 0.131" x 2Y2" NAILS AT
ALL LOCATIONS (U.O.N.)
FASTEN PLATE TO
HEADER w/ (2) ROWS OF
0.131"x3 a"@3"O.C.
MINIMUM (3) STUDS
MINIMUM %s'
RATED SHEATHING
NAIL BLOCKING TOGETHER
w/ (3) EVENLY SPACED
0.131" x 3%"
STHD14 EMBEDDED STRAP
(OR HTT5 IF NOTED)
Y8" EPDXIED ANCHOR BOLT
w/7" MIN. EMBEDMENT w/
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PLATE WASHER
OVERHANG
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
EARING WALL
ELEVATION
2x6 RAFTER SLOTTED INTO GAP
BETWEEN CORNER HIP JACKS
LOWER RAFTER TO ALIGN WITH
BOTTOM OF T & G
PLAN VIEW
CORNER HIP RAFTER DETAIL
TRUSS
� BEARING WALL
-ENGINEERED HIP TRUSS
HEADER (AS NOTED) MAY BE RAISED TO BOTTOM
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AT TOP OF OPENING WITH RAISED HEADER.
MSTA30 STRAPS
IMUM (3) STUDS
NOTE:
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NARROW WALL SECTION.
REMAINING SHEATHING NOT
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OVERHANG AREA
1x6 T&G DECKING
INEERED TRUSS
2x6 RAFTER SISTERED TO SIDE'' -BEARING WALL
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SDS SCREWS (24" O.C. MAX)
EXTERIOR
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BRACKET CONSTRUCTION METHODS
2x12 TREATED
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\//\ OMMENTS:
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ONE STORY - 2 #5 CONT. 0, CHECKED BY:
FSS
1'-8" ONE STORY - (2) #5 CONT. 1'-4" TWO STORY - (2) #5 CONT. 1'-4" ONE STORY - (2) #5 CONT. 1'-4" ONE STORY - 2 #5 CONT. 2'-0" Lu 0
1'.8" TWO STORY - (3) #5 CONT. 1'-8" TWO STORY - (3) #5 CONT. 1'-8" TWO STORY - (3) #5 CONT. CONCRETE SLAB OFFICE C 0 P Y
TITLE:
L FOUNDATION DETAILS
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SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION - INTE IOR BEARING J SECTION - BEARING STEPDOWN T SECTION - TYPICAL SAW-CUT CONTROL JOINT C:) SHEET:
DETAIL -PAD FOOTING AT PAVERS
SD-1 NOTE: IF STEMWALI HEIGHT EXCEEDS 48" CONTACTSD 1 SD 1 SD-1 N
SD�l
ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1
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DOUBLE PLATE
(TYPICAL DOUBLE PLATE SPLICE) NOTE: REFER TO DETAIL "S" ON SD -3 FOR NAILING JACKS AND KING STUDS
48" MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT (AS NOTED)
/ N —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) PLATES WITH 0.131 "x 3" NAILS @ 8"O.C. 2x—BLOCKING (TYPICAL) IN TABLE
NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WI 'H ( STAGGERED „
JOINT IN LOWER PLATE JOINT IN UPPER PLATE (3) 0.131"x 3� TOENAILS AT EACH
0.131 "x 3" NAILS @ 6"O.C. STAGGERED TYPICAL STUD TO DOUBLE PLATE END (TYPICAL) JACK STUD
CONNECTION NAIL EACH SILL PLY TO KING STUD KING STUDS
JACK STUD AND KING
STUD REQUIREMENTS (SEE DETAIL "G" ON SD -2) WITH 3) 0.131"x A" NAILS - TOENAIL
' � � I
(SEE WALL LAYOUT) I OR ENDNAIL (TYPICAL)
SPH4 / 6 INSTALLED HORIZONTALLY BEVEL BLOCKING AS REQUIRED FOR NOTE:
NAILS MAY BE TOENAILED OR BACK
/ NITIO MAIN FRAMING MEMBERSIMUM 1 Y2" NAIL ONT 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
91" or 9Y2"
LVL
(5) NAILS PER PLY
11 !"or
LVL
(6) NAILS PER PLY
14" LVL
(7) NAILS PER PLY
16" LVL
8 NAILS PER PLY
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STUD TO PLATE NAILING *
STUD SIZE ENDNAIL TOENAIL
2x4
APPLICATIONS, EXCEPT THAT 7/ 10 STRUCTURAL 1
(3)
2x6
(3)
NAIL
TO
ING AT STUD
DOUBLE
(4)
(5)
RATED OR 15/ 32" RATED SHEATHING MAY BE
(5)
(6)
BUILT-UP HEADER
NAILS @ 12"O.C.
NAIL EACH PLATE TO JACK STUD N)
WITH (3) 0.131"x 3Ya" NAILS - TOENAIL
OR ENDNAIL (TYPICAL)
WITH 0.131"x3
TOP AND
BOTTOM
INSTALLED VERTICALLY.
NAILING AT STUD
TO DOUBLE PLATE
II II I 4" MIN.; ;; II ;; I.
" 12" MAX " 12" MAX
I
2x— TREATED SYI' 42 SILL PLATE
2x_ SPF #2 STUDS @ 16"O.C. (U.O.N.)
�
(TYPICAL)
(2) 2x_ SILL
SHEATHING MAY CANTILEVER UP TO00
2" MAXIMUM PAST SUPPORTS. ALL
WINDOW ATTACHMENTS MUST BE
ANCHORED INTO 2x MEMBERS.
D DETAIL - TYPICAL ARCH TOP OPENING
E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION
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PLATE to
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SD -2
ALL NAILS NOTED ARE 0.131"x 3)/4'METAL
AIL EACH PLY WITH 0.131"x 3%" CONNECTION
AILS @ 6"O.C. STAGGERED (SEE DETAIL "G" ON SD -2)
-NAILING AT STUD
TO SILL PLATE
CONNECTOR REQUIRED
(SEE CONNECTION SCHEDULE)
METAL CONNECTOR
---,,NOT REQUIRED
DOUBLE SILL REQUIRED WHERE OPENING
WIDTH EXCEEDS 61" (U.O.N.)
i
SD -2
SD -2
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APPLY SHEATHING HORIZONTALLY FOR STUCCO
FLORIDA C.A. NUMBER; 25846
JOINT
IN SILL PLATE
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STUD TO PLATE NAILING *
STUD SIZE ENDNAIL TOENAIL
2x4
APPLICATIONS, EXCEPT THAT 7/ 10 STRUCTURAL 1
(3)
2x6
(3)
(4)
l BUILT-UP CORNER POST NAILING AT STUD
TO SILL PLAT
(4)
(5)
RATED OR 15/ 32" RATED SHEATHING MAY BE
(5)
(6)
S
INSTALLED VERTICALLY.
NAILING AT STUD
TO DOUBLE PLATE
II II I 4" MIN.; ;; II ;; I.
" 12" MAX " 12" MAX
I
2x— TREATED SYI' 42 SILL PLATE
STUD
F
ANCHOR BOLT (AS NOTED)BUILT-UP
POST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE
SD -2
ALL NAILS NOTED ARE 0.131"x 3)/4'METAL
AIL EACH PLY WITH 0.131"x 3%" CONNECTION
AILS @ 6"O.C. STAGGERED (SEE DETAIL "G" ON SD -2)
-NAILING AT STUD
TO SILL PLATE
CONNECTOR REQUIRED
(SEE CONNECTION SCHEDULE)
METAL CONNECTOR
---,,NOT REQUIRED
STUD TO PLATE NAILING *
STUD SIZE ENDNAIL TOENAIL
2x4
(2)
(3)
2x6
(3)
(4)
2x8
(4)
(5)
2x10
(5)
(6)
* ALL NAILS NOTED ARE 0.131"x 3%" E
>, FLOY �IMPSON, PE
DOUBLE PLATE
DETAIL -TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE G DETAIL - TYPICAL WALL STUD CONNECTION co FL PE No. 50791
G
E- OMMENTS:
SD -22x SPF #2 STUDS @ 16"O.C. SD -2
2x SPF #2 STUDS @ 16"O.C. Q,
THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL cu
QUICK -TIE AT NOTED SPACING @ 24"O.C. OR a'x 34" TAPCON 2x— No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3%" ENDNAILS AT TRUSS $
SILL PLATE (BELOW) SCREW @ 32"O.C.
-0ROOF COVERING BY OTHERS
2x_ CORNER FRAMING FULL 2x TREATED SYP #2 2x TREATED SYP #2 ( ) CL
HEIGHT STUDS (TYPICAL)ILL PLATE SILL PLATE ROOF TRUSSES o
CORNICE DETAIL o
(2) ROWS OF 0.131"x 3y4" \ _ �• (BY OTHERS) NOTE:
H2.5A AT EACH LOOKOUT H2 5A AT EACH LOOKOUT NAILS @ 12"O.C' TRUSS TO WALL CONNECTION c
UPLIFT (ROOF) -RODS OR QUICK TIE FLOOR LOAD ONLY OR
_ STAGGERED (TYPICAL) EASED HARDWARE MUST BE INSTALLED
2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C.
ON THE EXTERIOR SIDE OF THE cu
OVERHANG FOR OVERHANG METAL CONNECTOR I\ WALL ;,
/ ROOF SHEATHING (AS NOTED) / ROOF SHEATHING — METAL CONNECTOR OR
(AS NOTED) 3
2x4 SYP BLOCKING BETWEEN 2x6 OR 2x8 FRAMED WALL BLOCKING REQUIRED (AS
NDSDWC 15600 SCREW / %6" OR X32" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF
LOOKOUTS 2x4 SYP BLOCKING SILL PLATE BELO (AS NOTED)
( @ 32"O.C. U.O.N. '32" RATED SHEATHING, EXPOSURE I TILE ROOF cu
BETWEEN LOOKOUTS `J \ _ — / FASTEN WITH 0.113" x 2 %" RING SHANK Eli
2x4 CORNER FRAMING FULL
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) MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF #2 STUDS @ 16"O.C. GYPSUM BOARD 0
DOUBLE PLATE SHEATHING AS NOTED
SINGLE PLATE NAIL TO TRUSS �� INTERIOR VAULT NAILED WITH 4) 0.131"x 3%" NAILS TO ( ) CONNECTOR AT EACH TRUSS cu
SIMPSON SDWC 15450 SCREW �
BOTTOM CHORD WITH 0.131" x 3%" EACH ADJACENT STUD 2x SPF #2 STUDS @ 16"O.C. @ 32"O.C. - U.O.N. (SEE TRUSS CONNECTION SCHEDULE) a�
NAILS @ 6"O.C. EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) °a'
SHALL BE NAILED TO THIS SPACE n�
EXTERIOR SHEATHING SHALL BE _ SPACING (48" O.C. MAXIMUM) SILL PLATE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE
UPPER PLY OF DOUBLE —2x4 CORNER FRAMING FULL 2x TREATED SYP#2
NAILED TO BOTTOM CHORD OF TRUSS
PLATE 6"O.C. , , ANCHOR BOLTS AT NOTED IN ALL LOCATIONS AND SHALL BE NAILED 3"O.C.TO THE TOP u;
@ HEIGHT STUD ILL PLATE SPACING (32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE
@ 6"O.C. WITH 0.131" x 2%° WITH 0.131"x 2'/2' NAILS. --
NAILS. _ (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL __—(2) ROWS OF 0.131"x 3%" \°_�_p� �° u (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES)
— — — — — —
NAILS @ 12 O.C.
(U.O.N. ON WALL LAYOUT) - ''� GYPSUM BOARD �
SHEARWALL UPLIFT (ROOF) -SCREWS X32" FULL LENGTH RATED SHEATHING, EXPOSURE I. cu
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- BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL - BALLOON FRAMED GABLE E D HIGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 90° CORNERS L SECTION - INTERIOR WALL CONDITIONS BEARING/SHEARWALL)
H ON EDGESIAND 12'OM OR
INTERMEDIATE DETAIL PORTS.
sD-2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % OF EXTERIOR ROOF PITCH SD 2 INTERIOR CEILING PITCH EXCEEDS % OF EXTERIOR ROOF PITCH SD -2 sD 2 (U.O.N.) SEE "F" ON SD -2 0,
2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT)
cu
2x— SOLE PLATE (U.O.N.) NAIL TO RIM
2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3J/4" ENDNAILS AT TRUSS BOARD @ 6"O.C. WITH 0.131"x 3%" °cn'
ROOF COVERING (BY OTHERS) NAILS c-
NOTE: ROOF TRUSSES
ALL MEMBERS SHALL BE 42 SYP. NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3%""
NAILS __----
(3) 0.131 x 3/a TOENAILS AT EACH LOOKOUT CORNICE DETAIL
Zl_�:2x6 BLOC INC BETWEEN TRUSSES WITH T TOP CHORD OF TRUSS. (BY OTHERS) /
2x4 BLOCKING REQUIRED BETWEEN /
(3) 0.131" f 3%" NAILS EACH END / LOOKOUTS
--ROOF SHEATHING (AS NOTED) 2x BARGE RAFTER
I NOTE:
TRUSS TO WALL CONNECTION
HARDWARE MUST BE INSTALLED
ON THE EXTERIOR SIDE OF THE
WALL
232" RATED STURD-I-FLOOR (T&G) SHEATHING
GLUED AND NAILED. FASTEN WITH 0.131" x 2%" RING
SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE •2'
FIELD. o
FLOOR JOIST (I -JOIST SHOWN, SAWN w
I JOIST SIMILAR - SEE SECTION '770N
( / SD -3 FOR OPEN WEB TRUSS) ovc
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%6" OR '32" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF Y8" CLEARANCE BETWEEN PANELS BETWEEN FLOORS a,
FASCIA (BY OTHERS) V
32" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF a
GYPSUM BOARD Q =
'
2x4 LOOKOUTS @ 48"O.C. \ — ' 32" RATED SHEATHING, EXPOSURE I - METAL ROOF o
RIM BOARD (LSL OR LVL) ()
FASTEN WITH 0.113" x 2 %B" RING SHANK �
H3 CLIP OR EQUAL AT EACH NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. NAIL JOIST TO PLATE WITH (2) 0.131"x 3%" TOENAILSo W W
LOOKOUT E
GYPSUM BOARD (2) 2x_ SYP #2 DOUBLE PLATE E 0 m
CONNECTOR AT EACH TRUSS (U.O.N.) _ () CO
GABLE END TRUSS (DROP GABLE)
(SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL "EE" ON SD -3 FORa 0 Z Q
2x6 BRACE SPACED @ 48"O.C. UNLESS BETWEEN FLOOR CONNECTIONS
(2) 2x—SYP #2 DOUBLE PLATE (U.O.N.) CD cr) J
OTHERWISE NOTED ON ROOF LAYOUT.
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WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN TOENAIL RIM BOARD TO PLATE WITH W F_w
ADD 2x4 T -BRACE NAILED @ 6' O.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3" O.C. TO THE TOP 0.131"x 3%" NAILS @ 8"O.C. �- Q 0
�— T
\� 0.131"x 2/2 NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE U m V
EXCEEDS 9'-0". c 1-
STAGGERED ACROSS BOTH PLATES) — Z �
GYPSUM BOARD GYPSUM BOARD w 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
c
X32" FULL LENGTH RATED SHEATHING, EXPOSURE I. JOB NUMBER: COUNTY:
�2 FULL LENGTH RATED SHEATHING, EXPOSURE I. 17-1257 DUVAL
FASTEN WITH 8d COM OR 0.131"x 2%" NAILS @ 6"O.C. FASTEN WITH 8d COM OR 0.131"x 2%" NAILS @ 6"O.C. w
ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. ON EDGES AND 12"O.C. ON INTERMEDIATES SUPPORTS. %" =1'-0" (U.O.N.)
(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 WALLY2" FOR STUCCO APPLICATIONS INSET WALL Y2" FOR STUCCO APPLICATIONS = RELEASE DATE:
08-30-17
_ WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE ci
GBC CLIP- (2) REQUIRED AT EACH BRACE IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.
/ TOENAIL BOTTOM CHORD OF TRUSS TO 2x— TREATED SYP #2 SILL PLATE WITH
LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. 2x_ TREATED SYP #2 SILL PLATE WITH B DRAWN BY: CMF
DOUBLE PLATE WITH 0.131"x 3%" NAILS 3 SIMPSON Y8 x 6 TITEN HD (OR TITEN HD ROD COUPLER) c
@ 8"O.C. SIMPSON /6'x 6" TITEN HD (OR TITEN HD ROD COUPLER) _ WITH 3"x 3"x%" WASHER @ 24"O.C. v) CHECKED BY:
/ F SS
WITH 3"x 3"x%" WASHER 24"O.C. = w
2x4 DRYWALL BACKING INSTALLED GYPSUM BOARD CEILING
@ Iw= OFFICE C 0 PY TITLE:SECTIONS AND DETAILS
(1 of 2)
_ CONTINUOUSLY BETWEEN BRACES
MN SECTION - GABLE END WALL DIAGONAL BRACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION -TYPICAL EXTERIOR TWO STORY WALL P_ SHEET:
SD -2 SD 2 SD -2 SD -2 0SD�2
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OGENSF••...oti
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No 50791
S
* ALL NAILS NOTED ARE 0.131"x 3%" E
>, FLOY �IMPSON, PE
DOUBLE PLATE
DETAIL -TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE G DETAIL - TYPICAL WALL STUD CONNECTION co FL PE No. 50791
G
E- OMMENTS:
SD -22x SPF #2 STUDS @ 16"O.C. SD -2
2x SPF #2 STUDS @ 16"O.C. Q,
THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL cu
QUICK -TIE AT NOTED SPACING @ 24"O.C. OR a'x 34" TAPCON 2x— No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3%" ENDNAILS AT TRUSS $
SILL PLATE (BELOW) SCREW @ 32"O.C.
-0ROOF COVERING BY OTHERS
2x_ CORNER FRAMING FULL 2x TREATED SYP #2 2x TREATED SYP #2 ( ) CL
HEIGHT STUDS (TYPICAL)ILL PLATE SILL PLATE ROOF TRUSSES o
CORNICE DETAIL o
(2) ROWS OF 0.131"x 3y4" \ _ �• (BY OTHERS) NOTE:
H2.5A AT EACH LOOKOUT H2 5A AT EACH LOOKOUT NAILS @ 12"O.C' TRUSS TO WALL CONNECTION c
UPLIFT (ROOF) -RODS OR QUICK TIE FLOOR LOAD ONLY OR
_ STAGGERED (TYPICAL) EASED HARDWARE MUST BE INSTALLED
2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C.
ON THE EXTERIOR SIDE OF THE cu
OVERHANG FOR OVERHANG METAL CONNECTOR I\ WALL ;,
/ ROOF SHEATHING (AS NOTED) / ROOF SHEATHING — METAL CONNECTOR OR
(AS NOTED) 3
2x4 SYP BLOCKING BETWEEN 2x6 OR 2x8 FRAMED WALL BLOCKING REQUIRED (AS
NDSDWC 15600 SCREW / %6" OR X32" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF
LOOKOUTS 2x4 SYP BLOCKING SILL PLATE BELO (AS NOTED)
( @ 32"O.C. U.O.N. '32" RATED SHEATHING, EXPOSURE I TILE ROOF cu
BETWEEN LOOKOUTS `J \ _ — / FASTEN WITH 0.113" x 2 %" RING SHANK Eli
2x4 CORNER FRAMING FULL
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) MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF #2 STUDS @ 16"O.C. GYPSUM BOARD 0
DOUBLE PLATE SHEATHING AS NOTED
SINGLE PLATE NAIL TO TRUSS �� INTERIOR VAULT NAILED WITH 4) 0.131"x 3%" NAILS TO ( ) CONNECTOR AT EACH TRUSS cu
SIMPSON SDWC 15450 SCREW �
BOTTOM CHORD WITH 0.131" x 3%" EACH ADJACENT STUD 2x SPF #2 STUDS @ 16"O.C. @ 32"O.C. - U.O.N. (SEE TRUSS CONNECTION SCHEDULE) a�
NAILS @ 6"O.C. EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) °a'
SHALL BE NAILED TO THIS SPACE n�
EXTERIOR SHEATHING SHALL BE _ SPACING (48" O.C. MAXIMUM) SILL PLATE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE
UPPER PLY OF DOUBLE —2x4 CORNER FRAMING FULL 2x TREATED SYP#2
NAILED TO BOTTOM CHORD OF TRUSS
PLATE 6"O.C. , , ANCHOR BOLTS AT NOTED IN ALL LOCATIONS AND SHALL BE NAILED 3"O.C.TO THE TOP u;
@ HEIGHT STUD ILL PLATE SPACING (32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE
@ 6"O.C. WITH 0.131" x 2%° WITH 0.131"x 2'/2' NAILS. --
NAILS. _ (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL __—(2) ROWS OF 0.131"x 3%" \°_�_p� �° u (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES)
— — — — — —
NAILS @ 12 O.C.
(U.O.N. ON WALL LAYOUT) - ''� GYPSUM BOARD �
SHEARWALL UPLIFT (ROOF) -SCREWS X32" FULL LENGTH RATED SHEATHING, EXPOSURE I. cu
ui
- BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL - BALLOON FRAMED GABLE E D HIGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 90° CORNERS L SECTION - INTERIOR WALL CONDITIONS BEARING/SHEARWALL)
H ON EDGESIAND 12'OM OR
INTERMEDIATE DETAIL PORTS.
sD-2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % OF EXTERIOR ROOF PITCH SD 2 INTERIOR CEILING PITCH EXCEEDS % OF EXTERIOR ROOF PITCH SD -2 sD 2 (U.O.N.) SEE "F" ON SD -2 0,
2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT)
cu
2x— SOLE PLATE (U.O.N.) NAIL TO RIM
2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3J/4" ENDNAILS AT TRUSS BOARD @ 6"O.C. WITH 0.131"x 3%" °cn'
ROOF COVERING (BY OTHERS) NAILS c-
NOTE: ROOF TRUSSES
ALL MEMBERS SHALL BE 42 SYP. NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3%""
NAILS __----
(3) 0.131 x 3/a TOENAILS AT EACH LOOKOUT CORNICE DETAIL
Zl_�:2x6 BLOC INC BETWEEN TRUSSES WITH T TOP CHORD OF TRUSS. (BY OTHERS) /
2x4 BLOCKING REQUIRED BETWEEN /
(3) 0.131" f 3%" NAILS EACH END / LOOKOUTS
--ROOF SHEATHING (AS NOTED) 2x BARGE RAFTER
I NOTE:
TRUSS TO WALL CONNECTION
HARDWARE MUST BE INSTALLED
ON THE EXTERIOR SIDE OF THE
WALL
232" RATED STURD-I-FLOOR (T&G) SHEATHING
GLUED AND NAILED. FASTEN WITH 0.131" x 2%" RING
SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE •2'
FIELD. o
FLOOR JOIST (I -JOIST SHOWN, SAWN w
I JOIST SIMILAR - SEE SECTION '770N
( / SD -3 FOR OPEN WEB TRUSS) ovc
/ -- --- cu
\ J; d
%6" OR '32" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF Y8" CLEARANCE BETWEEN PANELS BETWEEN FLOORS a,
FASCIA (BY OTHERS) V
32" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF a
GYPSUM BOARD Q =
'
2x4 LOOKOUTS @ 48"O.C. \ — ' 32" RATED SHEATHING, EXPOSURE I - METAL ROOF o
RIM BOARD (LSL OR LVL) ()
FASTEN WITH 0.113" x 2 %B" RING SHANK �
H3 CLIP OR EQUAL AT EACH NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. NAIL JOIST TO PLATE WITH (2) 0.131"x 3%" TOENAILSo W W
LOOKOUT E
GYPSUM BOARD (2) 2x_ SYP #2 DOUBLE PLATE E 0 m
CONNECTOR AT EACH TRUSS (U.O.N.) _ () CO
GABLE END TRUSS (DROP GABLE)
(SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL "EE" ON SD -3 FORa 0 Z Q
2x6 BRACE SPACED @ 48"O.C. UNLESS BETWEEN FLOOR CONNECTIONS
(2) 2x—SYP #2 DOUBLE PLATE (U.O.N.) CD cr) J
OTHERWISE NOTED ON ROOF LAYOUT.
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WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN TOENAIL RIM BOARD TO PLATE WITH W F_w
ADD 2x4 T -BRACE NAILED @ 6' O.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3" O.C. TO THE TOP 0.131"x 3%" NAILS @ 8"O.C. �- Q 0
�— T
\� 0.131"x 2/2 NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE U m V
EXCEEDS 9'-0". c 1-
STAGGERED ACROSS BOTH PLATES) — Z �
GYPSUM BOARD GYPSUM BOARD w 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
c
X32" FULL LENGTH RATED SHEATHING, EXPOSURE I. JOB NUMBER: COUNTY:
�2 FULL LENGTH RATED SHEATHING, EXPOSURE I. 17-1257 DUVAL
FASTEN WITH 8d COM OR 0.131"x 2%" NAILS @ 6"O.C. FASTEN WITH 8d COM OR 0.131"x 2%" NAILS @ 6"O.C. w
ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. ON EDGES AND 12"O.C. ON INTERMEDIATES SUPPORTS. %" =1'-0" (U.O.N.)
(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 WALLY2" FOR STUCCO APPLICATIONS INSET WALL Y2" FOR STUCCO APPLICATIONS = RELEASE DATE:
08-30-17
_ WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE ci
GBC CLIP- (2) REQUIRED AT EACH BRACE IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.
/ TOENAIL BOTTOM CHORD OF TRUSS TO 2x— TREATED SYP #2 SILL PLATE WITH
LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. 2x_ TREATED SYP #2 SILL PLATE WITH B DRAWN BY: CMF
DOUBLE PLATE WITH 0.131"x 3%" NAILS 3 SIMPSON Y8 x 6 TITEN HD (OR TITEN HD ROD COUPLER) c
@ 8"O.C. SIMPSON /6'x 6" TITEN HD (OR TITEN HD ROD COUPLER) _ WITH 3"x 3"x%" WASHER @ 24"O.C. v) CHECKED BY:
/ F SS
WITH 3"x 3"x%" WASHER 24"O.C. = w
2x4 DRYWALL BACKING INSTALLED GYPSUM BOARD CEILING
@ Iw= OFFICE C 0 PY TITLE:SECTIONS AND DETAILS
(1 of 2)
_ CONTINUOUSLY BETWEEN BRACES
MN SECTION - GABLE END WALL DIAGONAL BRACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION -TYPICAL EXTERIOR TWO STORY WALL P_ SHEET:
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END VERTICAL BRACING REQUIREMENTS
BRACING
BRITTLE FINISH
FLEXIBLE FINISH
16"O.C.
24"O.C.
16"O.C.
24"O.C.
NONE REQUIRED
0" TO 53"
0" TO 47"
0" TO 67"
0" TO 59"
2x4 L -BRACE
54" TO 114"
48" TO 99"
68" TO 145"
60" TO 126"
2x6 L -BRACE
115" TO 182"
I 100" TO 158"
I 146" TO 232"
I 127" TO 201"
NOTE: CONDITION:1 — ��� C
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER NAIL SHEATHING TO KING STUD M
FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, BRICK (NOTCHED BEAM) @ 12"O.G. MINIMUM. -
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RATED ROOF SHEATHINGHIMz rn
U 2x_ L -BRACE NAILED TO " ~
EDGE NAILING PER SHEARWALL U`
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_ VERTICAL WEB IN GABLE END ---K°O
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V CID
HEADER @ 3"O.C. , / % 4-:,
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Lu EXTERIOR BEAM (AS NOTED) u OF KING / JACK UNIT - MAY BE u
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DOUBLE PLATE LOCATED ON EITHER SIDE.cu
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BEAM INSTALLED BENEATH DOUBLE PLATE �_ ANCHOR BOLTS AS REQUIRED FLORIDA C.A. NUMBER: 25846
BEAM BEARS ON (2)2x_JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION s
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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, LVL, OR PSL HEADER No. 50791 ' ': *
SDS SD -3 SD -3 SD -3 3
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H6 CLIP FROM ACH TRUSS TRUSS BOTTOM CHORDS @ 12"O.C. o
MONOLITHIC FOUNDATION - c'
ROOF TRUSS (BY OTHERS) WITH POST TO BEAM 2x4 X -BRACE ACROSS LENGTH OF
EXTERIOR BOTTOM CHORD OF TRUSS 0
BRACE (IF REQUIRED) LAP BEAM PLIES AND SHEARWALL s „ _
NAIL AS SHOWN 5 / x 6 TITEN HD SCREW ANCHOR o
TO REPLACE 1 ROW OF LATERAL 0.131"x 3%" NAILS PLY —NAIL SCAB TO PLATE WITH (3) or %" x 6" SCREW ANCHOR BY - --NAIL EACH BLOCK TO DOUBLE PLATE
() HURRI-BOLT, INC. WITH (3) 0.131'x 3Y NAILS +'
PT POST AS NO fED " o
i l I BRACING INSTALL 2x4 No.2 SYP T -BRACE I ( ) 0.131"x 3/ TO s „ v
' NAILED TO EACH PLY OF TRUSS WEB AT -- PT POST (AS NOTED) I or /6 THREADED ROD SET 4 / INTO
ABU POST BASE 2x4 BLOCKING BETWEEN TRUSSES ADHESIVE
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TO BEAM (AS NOTED) TOENAILED TO DOUBLE PLATE WITH
l TO REPLACE (2) ROWS OF LATERAL I I „ „ „ STEMWALL FOUNDATION - EXTERIOR MINIMUM %6" RATED SHEATHING, c
I I V THREADED ROD 0.131 x 3/a NAILS @ 4 O.C.
BRACING INSTALL 2x6 No.2 SYP T -BRACE EXTERIOR BEAM � „ EXPOSURE I FASTEN AS NOTED o
I'I j NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) j WITH NUT SET I
2 THREADED ROD SET 7" INTO ca
--- ----- I`y---------+--- WITH 0.131" x 3" NAILS @ 6"O.C. ! o } ADHESIVE TRUSS (AS NOTED) ADHESIVE ON WALL LAYOUT (BLOCK ALL
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IN EDGE D STANCET'EXXCEEDS 5�
----r----- t` ---------r----
DOUBLE PLAT[-
\a ° ! ° / -MINIMUM %6" RATED SHEATHING, USE MONOLITHIC CONDITION
\ ° EXPOSURE I FASTEN AS NOTEDa
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a 1 ' ° a ON WALL LAYOUT (BLOCK ALL EDGES)
1� NOTE: °� i, ° °� c
°d
T -BRACING TO BE USED WHEN LS ° a
CONTINUOUS LATERAL BRACING ISu
— — —
c
IMPRACTICAL. SIDE VIEW AT BASE OF POST
T SECTION - TYPICAL T -BRACE DETAIL - TYPICAL CONNECTIONS AT EXTERIOR PO �T W DETAIL - TYPICAL DTT2-Z INSTALLATION X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSScn
SD 3 SD -3 (USP DTB-TZ SIMILAR) sD THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED ui
SD 3
N
2x_SPF #2 SOLE PLATE (U.O.N.) NAI V SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS
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LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C.
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/--NAIL DIAGONAL BRACE TO BLOCKING
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MONOLITHIC FOUNDATION - cn
w MANUFACTURER
EXTERIOR
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%" CLEARANCE BETWEEN PANELS
BETWEEN FLOORS 0.131 "x 3/1/4" NAILS @ 6"O.C. or %" THREADED ROD SET 7" INTO L
NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE
0
1,
WEBS WITH (2) NAILS STEMWALL FOUNDATION - EXTERIOR
2x4 SPF No.2 DIAGONAL BRACE 2Y32" RATED SHEATHING RIM BOARD- V THREADED ROD SET 12" INTO
1(TYPICAL AT EACH END OF NAIL TO TRUSSES WITH (6) 0.131"x 21 " NAIL PORCH SHEATHING AS NOTED ADHESIVE 0
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EXTERIOR FRAMED WALL u
NAIL DIAGONAL BRACE TO TRUSS INTERIOR APPLICATIONS- V
1 I WEB WITH (3) NAILS -,= V
TOENAIL TRUSS TO PLATE WITH >s
EDGEDISTANCE E EX ED 5" U E L
2 0.131"x 3%" NAILS 2 x 12 TITEN HD SCREW ANCHOR a
O or %" x 8" TITEN HD SCREW ANCHOR _
DOUBLE PLATE (U.O.N.) or %" THREADED ROD SET 6" INTO 3 (n �-•�
ADHESIVE `—° uJ Q
Z SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA SECTION - EXTERIOR WALL PARALLEL TO TRUSS d m
1 SD -3 SD 3 SIMPSON %"O x 6" TITEN HD OR = V m
CONTINUOUS LATERAL BRACE (QUANTITY 3„ 2 — ■
1 AND LOCATION DEFINED BY TRUSS SHOP a THREADED ROD SET IN ADHESIVE cn W
DRAWING.) WITH MINIMUM 4" EMBEDMENT � IO Z V
WITH 1"WASHER cn Q
I NAIL CONTINUOUS LATERAL BRACE TO 2—�cn
EACH TRUSS WEB WITH (2) NAILS SHEATHING BB DETAIL - TYPICAL HTT5 INSTALLATION Lu a DC
jAFIELD NAILING SD -3 (USP PHD5 SIMILAR) DETAIL- ANCHOR BOLT _9__- 0
I.-_- °� V
1 �1'111ROOF TRUSSES (BY OTHERS) � W U
i UPLIFT CONNECTOR (AS NOTED) SHEATHING EXTENDS DOWN ONTO — z �
RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION -
LLJ O
/,--2x4 SPF BLOCKING NAIL WITH (2) TO ALLOW FOR NAILING EXTERIOR ai C) n-
0.131 "x 3 Ya" NAILS AT EACH END %" THREADED ROD SET 15" INTO a, JOB NUMBER: COUNTY:
(3) TRUSSES MINIMUM (END NAIL OR TOENAIL) EDGE NAILING
FOR CONTINUOUS LATERAL BRACE ADHESIVE
AT SOLE PLATE ,i, -1 DUVAL
DOUBLE PLATE Q,
` BRIM BOARD STEMWALL FOUNDATION -EXTERIOR N UT WITH 2"x 2"x 16" WASHER � %" =1'-0" (U.O.N.)
ALTERNATE: SIMPSON LBPSY SLOTTED DO NOT SCALE THIS DRAWING
NOTES: (2) ROWS 0.131"x2%/a" NAILS THREADED ROD SET 15 INTO = RELEASE DATE:
TRUSS BOTTOM CHORD STAGGERED @ 6" O.C. REQUIRED ADHESIVE WASHER WITH 1" WASHER. 08-30-17
1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) IN UPPER AND LOWER SHEATHING
" THREADED ROD
NAIL PORCH SHEATHING AS NOTED MIN. Y8" SPACE BETWEEN PANELS INTERIOR APPLICATIONS- !�J
IF EDGE DISTANCE EXCEEDS 5" USE
2) ALL NAII.EXTERIOR FRAMED WALL .': SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.) SHEATHING EXTENDS ABOVE %" THREADED ROD SET 8" INTO SIMPSON Y8"0 x 6 3/4" TITEN HD ROD COUPLER c DRAWN BY: CMF
DOUBLE PLATE MINIMUM 6" ADHESIVE WITH 1"CUT WASHER a, CHECKED BY:
FSS
TO ALLOW FOR NAILING a OR 8" THREADED ROD SET IN ADHESIVE WITH � TITLE:
—EDGE NAILING AT DOUBLE PLATE 1 MINIMUM 5" EMBEDMENT WITH V CUT WASHER SECTIONS AND DETAILS
OFFICE COPY
= 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 rcG DETAIL - THREADED ROD ASSEMBLY
CD
SD -3 SD 3 SD 3 SD -3 (USP PHD6 SIMILAR) SD -3 04 SD�3
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ALTERNATE ANCHOR:
%" x 6" TITEN HD
-' —� (MECHANICALLY GALVANIZED)
IV/11L JVf1D 1 V yr vl Ivl�v YYI 1
(4) 0.131"x A" NAILS
ADD 2x4 VERTICAL SCAB IN EACH
_
NAIL EACH END OF BLOCKING TO
BOTTOM CHORDS WITH (3) 0.131"x 3
CID
E E
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FLOYD S. SIMPSON, PE
s ,—ROOF SHEATHING
EXTERIOR BEAM "
(AS NOTED) WITH 2xYe" WASHER
TRUSS IF NO WEB IS PRESENT
m 131"Y 3%" NJ R TYPIGAI AT
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FL PE No. 50791
OMMENTS:
H6 CLIP FROM ACH TRUSS TRUSS BOTTOM CHORDS @ 12"O.C. o
MONOLITHIC FOUNDATION - c'
ROOF TRUSS (BY OTHERS) WITH POST TO BEAM 2x4 X -BRACE ACROSS LENGTH OF
EXTERIOR BOTTOM CHORD OF TRUSS 0
BRACE (IF REQUIRED) LAP BEAM PLIES AND SHEARWALL s „ _
NAIL AS SHOWN 5 / x 6 TITEN HD SCREW ANCHOR o
TO REPLACE 1 ROW OF LATERAL 0.131"x 3%" NAILS PLY —NAIL SCAB TO PLATE WITH (3) or %" x 6" SCREW ANCHOR BY - --NAIL EACH BLOCK TO DOUBLE PLATE
() HURRI-BOLT, INC. WITH (3) 0.131'x 3Y NAILS +'
PT POST AS NO fED " o
i l I BRACING INSTALL 2x4 No.2 SYP T -BRACE I ( ) 0.131"x 3/ TO s „ v
' NAILED TO EACH PLY OF TRUSS WEB AT -- PT POST (AS NOTED) I or /6 THREADED ROD SET 4 / INTO
ABU POST BASE 2x4 BLOCKING BETWEEN TRUSSES ADHESIVE
6"O.C. WITH 0.131" x 3" NAILS H6 CLIP FROM POST DOUBLE PLATE o
TO BEAM (AS NOTED) TOENAILED TO DOUBLE PLATE WITH
l TO REPLACE (2) ROWS OF LATERAL I I „ „ „ STEMWALL FOUNDATION - EXTERIOR MINIMUM %6" RATED SHEATHING, c
I I V THREADED ROD 0.131 x 3/a NAILS @ 4 O.C.
BRACING INSTALL 2x6 No.2 SYP T -BRACE EXTERIOR BEAM � „ EXPOSURE I FASTEN AS NOTED o
I'I j NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) j WITH NUT SET I
2 THREADED ROD SET 7" INTO ca
--- ----- I`y---------+--- WITH 0.131" x 3" NAILS @ 6"O.C. ! o } ADHESIVE TRUSS (AS NOTED) ADHESIVE ON WALL LAYOUT (BLOCK ALL
PLAN VIEW AT TOP OF POST (7" EMBEDMENT)EDGES)
IN EDGE D STANCET'EXXCEEDS 5�
----r----- t` ---------r----
DOUBLE PLAT[-
\a ° ! ° / -MINIMUM %6" RATED SHEATHING, USE MONOLITHIC CONDITION
\ ° EXPOSURE I FASTEN AS NOTEDa
° u
a 1 ' ° a ON WALL LAYOUT (BLOCK ALL EDGES)
1� NOTE: °� i, ° °� c
°d
T -BRACING TO BE USED WHEN LS ° a
CONTINUOUS LATERAL BRACING ISu
— — —
c
IMPRACTICAL. SIDE VIEW AT BASE OF POST
T SECTION - TYPICAL T -BRACE DETAIL - TYPICAL CONNECTIONS AT EXTERIOR PO �T W DETAIL - TYPICAL DTT2-Z INSTALLATION X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSScn
SD 3 SD -3 (USP DTB-TZ SIMILAR) sD THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED ui
SD 3
N
2x_SPF #2 SOLE PLATE (U.O.N.) NAI V SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS
TO BAND BOARD WITH 0.131"x3 a"SD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED u
LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C.
cu
a)
/--NAIL DIAGONAL BRACE TO BLOCKING
WITH (3) NAILS
c
3
2x4 BLOCKING - TOENAIL OR ENDNAIL 2x_ BAND BOARD PER TRUSS
EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING w TRUSS (AS NOTED)
MONOLITHIC FOUNDATION - cn
w MANUFACTURER
EXTERIOR
(3) NAILS
2x4 SPF NAILER- NAIL TO TOP PLATE WITH%" x 12" TITEN HD SCREW ANCHOR c
%" CLEARANCE BETWEEN PANELS
BETWEEN FLOORS 0.131 "x 3/1/4" NAILS @ 6"O.C. or %" THREADED ROD SET 7" INTO L
NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE
0
1,
WEBS WITH (2) NAILS STEMWALL FOUNDATION - EXTERIOR
2x4 SPF No.2 DIAGONAL BRACE 2Y32" RATED SHEATHING RIM BOARD- V THREADED ROD SET 12" INTO
1(TYPICAL AT EACH END OF NAIL TO TRUSSES WITH (6) 0.131"x 21 " NAIL PORCH SHEATHING AS NOTED ADHESIVE 0
CONTINUOUS LATERAL BRACING) NAILS. o
.n
EXTERIOR FRAMED WALL u
NAIL DIAGONAL BRACE TO TRUSS INTERIOR APPLICATIONS- V
1 I WEB WITH (3) NAILS -,= V
TOENAIL TRUSS TO PLATE WITH >s
EDGEDISTANCE E EX ED 5" U E L
2 0.131"x 3%" NAILS 2 x 12 TITEN HD SCREW ANCHOR a
O or %" x 8" TITEN HD SCREW ANCHOR _
DOUBLE PLATE (U.O.N.) or %" THREADED ROD SET 6" INTO 3 (n �-•�
ADHESIVE `—° uJ Q
Z SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA SECTION - EXTERIOR WALL PARALLEL TO TRUSS d m
1 SD -3 SD 3 SIMPSON %"O x 6" TITEN HD OR = V m
CONTINUOUS LATERAL BRACE (QUANTITY 3„ 2 — ■
1 AND LOCATION DEFINED BY TRUSS SHOP a THREADED ROD SET IN ADHESIVE cn W
DRAWING.) WITH MINIMUM 4" EMBEDMENT � IO Z V
WITH 1"WASHER cn Q
I NAIL CONTINUOUS LATERAL BRACE TO 2—�cn
EACH TRUSS WEB WITH (2) NAILS SHEATHING BB DETAIL - TYPICAL HTT5 INSTALLATION Lu a DC
jAFIELD NAILING SD -3 (USP PHD5 SIMILAR) DETAIL- ANCHOR BOLT _9__- 0
I.-_- °� V
1 �1'111ROOF TRUSSES (BY OTHERS) � W U
i UPLIFT CONNECTOR (AS NOTED) SHEATHING EXTENDS DOWN ONTO — z �
RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION -
LLJ O
/,--2x4 SPF BLOCKING NAIL WITH (2) TO ALLOW FOR NAILING EXTERIOR ai C) n-
0.131 "x 3 Ya" NAILS AT EACH END %" THREADED ROD SET 15" INTO a, JOB NUMBER: COUNTY:
(3) TRUSSES MINIMUM (END NAIL OR TOENAIL) EDGE NAILING
FOR CONTINUOUS LATERAL BRACE ADHESIVE
AT SOLE PLATE ,i, -1 DUVAL
DOUBLE PLATE Q,
` BRIM BOARD STEMWALL FOUNDATION -EXTERIOR N UT WITH 2"x 2"x 16" WASHER � %" =1'-0" (U.O.N.)
ALTERNATE: SIMPSON LBPSY SLOTTED DO NOT SCALE THIS DRAWING
NOTES: (2) ROWS 0.131"x2%/a" NAILS THREADED ROD SET 15 INTO = RELEASE DATE:
TRUSS BOTTOM CHORD STAGGERED @ 6" O.C. REQUIRED ADHESIVE WASHER WITH 1" WASHER. 08-30-17
1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) IN UPPER AND LOWER SHEATHING
" THREADED ROD
NAIL PORCH SHEATHING AS NOTED MIN. Y8" SPACE BETWEEN PANELS INTERIOR APPLICATIONS- !�J
IF EDGE DISTANCE EXCEEDS 5" USE
2) ALL NAII.EXTERIOR FRAMED WALL .': SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.) SHEATHING EXTENDS ABOVE %" THREADED ROD SET 8" INTO SIMPSON Y8"0 x 6 3/4" TITEN HD ROD COUPLER c DRAWN BY: CMF
DOUBLE PLATE MINIMUM 6" ADHESIVE WITH 1"CUT WASHER a, CHECKED BY:
FSS
TO ALLOW FOR NAILING a OR 8" THREADED ROD SET IN ADHESIVE WITH � TITLE:
—EDGE NAILING AT DOUBLE PLATE 1 MINIMUM 5" EMBEDMENT WITH V CUT WASHER SECTIONS AND DETAILS
OFFICE COPY
= 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 rcG DETAIL - THREADED ROD ASSEMBLY
CD
SD -3 SD 3 SD 3 SD -3 (USP PHD6 SIMILAR) SD -3 04 SD�3
O