HomeMy WebLinkAbout36029 Stable Wilk Ave0
ABBREVIATIONS
A.S.
Anchor Bait
F.P.
Fireplace
P.T.
Pressure Treated
Abv.
Above
F.O.M.
Face Of Masonry
Pwd.
Powder Room
A/C
Air -Conditioner
Ft.
Fooll Feet
Rod.
Radius
ADJ.
Adjustable
Ftg.
Fooling
Ref.
Refrigerator
A.F.F.
Above Finished Floor
FIX
Fixed
Req'd.
Required
A.H.U.
Air Handier Unit
ALT.
Alternate
GaIv.
Galvanized
Rm.
Room
B.A.
Base Cabinet
G.C.
General Contractor
Rnd.
Round
BF
Bilbld Door
G.F.I.
Ground Fault Interrupter
RIS
Rod and Shelf
Bk Sh
BookShelf
G.T.
Girder Truss
SD.
Smoke Detector
Bm.
Beam
Hdr.
Header
S.F.
Square Ft.
Bot
Bottom
HgL
Height
Sh.
Shelves
B.P.
Bypass door
HB
Hose Bibb
SHT
Sheet
BRG.
Bearing
Int.
Interior
S.L.
Side Lights
Cir.
Circle
KlWall
Kneewall
S.P.F.
Spruce Pine Fir
C�.
ci
Ceiling
Control Joint
KS.
Knee Space
Sq.
Square
Col.
Column
Laun.
Laundry
S.Y.P.
Southern Yellow Pine
Comm.
Community
Lay.
LSV8tDly
TB
Towel Bar
Comp.
Compressor
L.F.
Linear Ft
Temp.
Tempered
C.T.
Ceramic Tile
LL
Lintel Length
Thilen.
Thicken
D.
Dryer
LT.
Laundry Tub
T.O.B.
Top of Block
DB
Door Bell
Mas.
Masonry
T.O.M.
Top of Masonry
Dec.
Decorative
Max
Maximum
T.O.P.
Top of Plate
Ded.
Dedicated Outlet
TR
TOWEL RING
Dbl.
Double
M.C.
Medicine Cabinet
Dia.
Diameter
Mfgr.
Manufacturer
TP
TOILET PAPER
Disp.
Disposal
micro.
Microwave
Trans.
Transom Window
Dist.
Distance
Min
Minimum
Typ-
Typical
D.S.
Drawer Stack
M.L.
Microlam
U.C.
Under Counter
D.V.
Dryer Vent
Mir.
Mirror
UCL
Under Cabinet Lighting
D.W.
Dishwasher
U.N.O.
Unless Noted Otherwise
Ea.
Each
Mono
Monolithic
V.
Shaw Valves
E.W.
Each Way
N.T.S.
Not to Scale
VB
Vanity Base
Elec.
Electrical
OpWg.
Opening
Vert.
vertical
Elev.
Elevation
opt.
Optional
V.L.
Versalam
ExL
Exterior
PC.
Piece
VTR
Vent through Roof
Exp.
Expansion
Ped.
Pedestal
w
Washer
FBC
Florida Building Code
PH
PHONE
W/
With
Fin. Fir.
Finished Floor
P.L.
Parallam
W/C
water Closet
F.G.
bled Glass
PLF
Pounds per linear foot
W.A.
Wedge Anchor
Fir.
Floor
Pit. HI.
Plate Height
Wd
Wood
Fdn.
Foundation
Pit Sh.
Plant Shelf
WP
Water Proof
Fir Svs
Floor Svstem
PSF
Pounds per square foot
REVISIONS
08-20-15 1.00 NEW BASE PLAN
12-08-15 2.0 FRAME-WAL REVISIONS
ALL WORK S
CODLT11 1114LI
S FL01i, I - , OP
IVAT76�Af 19 ri I N,,. EVA IL Wo
G, AW A - -
AND 7-Hrx, �`c P� 1C C% 0'::) Fr "ZI
ORD
INANCES ZEPtl�'RHILLS
711
Pt A '2�FPJq ��
L= lm= r*J IS1
2575
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS
COVER SHEET
1
MAIN FLOOR PLAN
1.1
UPPER FLOOR PLAN
2
INTERIOR ELEVATIONS
3.1
EXTERIOR ELEVATIONS
3.2
EXTERIOR ELEVATIONS
F1
FOAM DETAIL
4
MAIN ELECTRICAL PLAN
4.1
UPPER ELECTRICAL PLAN
5
ROOF PLAN
6
FOUNDATION PLAN
7
MAIN FRAMING PLAN
7.1
ROOF FRAMING PLAN
8
LINTEL DETAILS
SN
STRUCTURAL NOTES
SNII
DETAILS
S3
STEM DETAILS
S4
DETAILS
S5
DETAILS
S6
DETAILS
ST
STAIR DETAILS
SS
RETROFIT DETAILS
D1
SECTIONS & DETAILS
WP
WATERPROOFING DETAILS
PA1.0
PRODUCT APPROVAL NUMBERS
PA1.1
PRODUCTAPPROVALNUMBERS
PA1.2
PRODUCTAPPROVALNUMBERS
PA1.3
PRODUCTAPPROVALNUMBERS
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES I
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed In the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. Ail construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
(D
Z
Z ca
Z
Apoil
Z
V) (D
Q)
C—/)
4-J LU
0
U
0
Cl)
co
04
4) cn
F -
04
_.0
LL 28
U) X F-
mo
0
0)
0
AlI
BID.
N-C-.-D-C
04 o
r,
U.
L
<
IFS
CXI
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
Z
0 cu
" 4-J C:)
Lf) 15 1.0
> V� rn a
V) M Ln
0
0
0) — Ln
L
CL U-
U 00
Z
E
Z
Lu C:)
-J C)
W
Cie C.)
Z
0 Lu
R Z -J
CL
0
i �
LLJ
LLJ
a
6 ts
Z
Lr)
C/)
8
Z
:3
0
-0
2
N
Lr)
Lu-
QJ
>
:>
C)
0
U
iz
0
9 LU
H .
ZO
i[t
9 r
6
g
Z
Z
LLJ
f*4
Ln
4
L]j
Lij
2
Z
Z
Z
Cal
0
tZ
LU
-0
UJ
0-
SCALE AS NOTED
DATE
2/24/2014
TECH:
ERAND
VERSION No' 10
SHEET NO.
CS
(#�YIP @ 2 STORY
D")i
�3 H.B_
1111111111
*11111111111111111*11111111..
ETETTEW
04
I :
r-7 ---
N 24
OPT.
REF.
4
�-SH
16
SH
DEEP
DEE
2X6 WALL
r - - - - - - - - - - - - --
I
-- 1
r-A
26;;B.F
91
i it KYT
B
F
A
12'4"
_8
1
BO
at
Lu
2
g68
0A
N
1
KITCHEN
18'-�'FLAT
TH
ql_G.�
F: 1
EDGE OF SLAB 2"
BEYOND WALL
04
20'-8"
8
Lu
X
rG 6�
C14
H 1
�z
I---
1 1 " '7-
1 1
3. 36 36 .3
Li
4 -0.
J_
_k�cc
V-2-
4'-8-
-3.
2 CAR GARAGE
PATIO DINING ROOM
8'-8" FLAT CLG.
CARPET
9
zo
8'-8" FLAT CLG.
BUILDER TO PROVIDE
2'-6' APPLIANCE PROTECTION
WHEN REQUIRED PER FBC
Ln
(3) 2X4 #2 SPF W/
(3) 16d TOENAILS @
(3) 2X4 #ft" W
V3) 1&JOE IL
S W
@ C%j
H.
L!W !Hj
L -------- X
(3) 2X4 #2 SPF W/
(3)'
(3) 16d TOENAILS
@ BASE
@
BASE
TY'P @ 2 STORY
J�
�\ �6
16-4
0 0 0
0 0 0
j Ul)
ILL U_
u
_j j
Y-8' j Y-8- Y-T
FOYER-\, 1
3 8
8'-8" FLAT CLG.
TILE
i. V-0 - 4!-2" L I
-(2) #5'S
C14
2068 BY
-------------
HDR AT 7*-4"
TR
8'-8" FLAT CLG
4-
2T" DEE
5-SH
U
Z?
FAMILY ROOM I_
8'-8" FLAT CLG.
CARPET
2X6 WAI I
SO
04
4)
P.
2_X4 #2 SP
W1 (3)16d 8'-8 1 F C
1
TOENAILS @ _R�
BASE
42"SLOPING
FLEX u-
8'-8" FLAT CLG.
CARPET I
\-(2) #5'S
co
;P
0
HALF WALL 10
80
AC PAD
- - - - FLOOR G.T.
1 1 4 15 8
I I UP h6R.
G
S3
1 TYP @ 2 STORY
\, �6
b6
hi
loll
-III
011
11.8.� (4)
TYP @ 2 STORY
(3) 2X4 #2 SPF W/ (3) 16d
TOENAILS @ BASE
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2'
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2'
FLITCH PLATE
<@>(2)
- 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 2 #2 SYP W1 1/2'
FLITCH PLATE
<6>(2)
- 13/4' X 11 1/4 LVL
2.OE Fb=2950
(2) - 13/4' X 9 1/4'
LVL 2.OE Fb=2950
(2) - 13/4' X 16-
LVIL 2.01E Fb=2950
(2) - 13/4' X 7 1/4'
LVL 2.OE Fb--2950
(2) - 2X4 #2 SYP W/ 112- Follow QIS4. See Plan for
R.A.G. FILITCH PLATE Bearing Wall Call Out When
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX25J
S.H.
20 X 38
18 JX 371
S.H.
14
20 X 501
18JXSO
S.H.
15
20 X 63
18JX62i
S.H.
16
20 X 72
18 j X 71 j
S.H.
J32
27 1/4 X 26
26X25J
S.H.
33
271/4X38i
N/A
S.H.
J34
27 j X 50 1
N/A
S.H.
33
N/A
26 x 37 1
S.H.
34
N/A
26 x 50
S.H.
J35
271X63
26 X 62 1/2
S.H.
j 36
27JX72
26 X 711/2
S.H.
22
37JX26
36JX251/2
S.H.
23
37 j X 38 j
36JX37314
S.H.
24
37 j X 50 1
36JX50
S.H.
25
371X63
36 j X 62 1 t2
S.H.
26
371X72
36JX711/2
S.H.
DOUBLE 2
WIDE
75"TALL
73JWIDE
S.H.
32
54 X 26
52JX25i
S.H.
33
54X38i
52 j X 37 1
S.H.
34
54 X 50 j
521X50
S.H.
35
54 X 63
52JX62i
S.H.
36
54 X 72
52 j X 71
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A J_
S.H.
General notes
R302.5 Dwelling/Garage OpenIng/Penetradon Protection.
• Openings from a private garage directly Into a room used for
sleeping purposes shall not be permitted. Door between
garage and residence shall be equipped with solid doors not
less than 13/8" in thickness, solid or honeycomb -core steel
doors not less then 13/8" thick, or 20-minuts fire -rated doors,
equipped with seff-dosina device.
• Duct Penetration. Ducts in the garage and ducts penetrating
the wells or ceilings separating the dwelling from the garage
shall be constructed of a minimum No. 26 gage (0.48 mm)
sheet steel, 1 inch minimum rigid nonmetallic class 0 or dessl
duct board, or other approved material and shall have no
openings into the garage.
• Other penetrations shall be protected as required by section
R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated from the dwelling as per the
following:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Then 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills.
In dwelling units, where the opening of an operable window is
located more than 72 inches above the finished grade or surface
below, the lowest part of the dear opening of the window shall be
a minimum of 24 inches above the finished floor of the room in
which the window Is located.Operable sections of windows shall
not permit openings that allow a 4-inch-diameter sphere where
such openings are located within 24 inches of the finished floor.
Chapter 45 Private SwIming Pools, Section R4501.17.1.9
All doors and windows providing direct access from the home to
the pool shall be equipped with an exit alarm complying with UL
2017 that has a minimum sound pressure rating of 85 db a at 10
feet. Any deactivation switch shall be located at least 54 inches
above the threshold of the access. Separate alarms are not
required for each door or window If sensors wired to a central
alarm sound when contact is broken at any opening.
M1507.2 Recirculation of Air.
Exhaust air form Bathrooms and toilet rooms shall not be
recirculated within a residence or to another dwelling unit and shall
be exhausted directly to the outdoors. Exhaust air from bathrooms
and toilet rooms shall not discharge into an attic, crawl space or
other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
see Sht. SN I for installation detail.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408-2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED-EXPOSURE-C'
+25.6 -27.8
+25.6 / -34.3
+24.5 -26.7
+24.5 / -31.9
+23.0 -25.2
+23.0 / -28.9
SEE SN SHEET ru SEE SN SHEET'
�1�
140MPH 6iia
NOTE: WIND SPEED INDICATED ABOVE
IS AN"ULTIMATE"WIND SPEED. THE
WIND PRESSURES LISTED ABOVE ARE
ALLOWABLE PRESSURES
WALLLEGEND
TYP. 2x FRAME WALL
BEARINGWALL
INTERIOR BEARING WALLS NOTED"FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All
1ST FLOOR LIVING AREA
1093
2ND FLOOR LIVING AREA
1491
LIVING TOTAL
2584
GARAGE
427
FRONT ENTRY
35
TOTALAREA
3046
0
INSULATION REQ.
LOCATION I R-VALLIE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
R-11/R-13 KRAFT FACED
(GARAGE I LIVING)
(D 'n
0
z
z
<
1
U)
L/) (D
(1)
C-/)
4-J LU
U
0 LU
Ul
E
0
un
F--
C)
4) pt
LU
F.- E
P M 2
M "D c')
� = 04
0 0 C,
(D
0)
C)
LL 00
-00
09
< 0
0)
A I
RD.
F4
C,
1"'-
00
wig
3 LL
(0 .6 in cc
ca .. .� .0,
'c: LL
< 8,_
CO 0)
C4
r-
z 0)
0 0.. 00 C
0
To the best olf*pjngineef�s J"le Mormation, and
�i�
belief, the structur6(fib ....... tions contained
within these drawings comply with the Florida Wilding
Code 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
0
0
Z C-4
0 CU N
0.4 4-j C)
Ln *-:3 kD
C)
> (n M
M In
Cn
CL 00N
a) - In
L_ LL
CL 01"'N
fn
CL 00
z
Z E
z
LU C�
LU
zg
!H Lzu
.0.
591�8
LU
co
Lr)
0
>1
z
C)
Lr)
0
G_
F-
0
C/)
U
0
IU-- R ZO
199
0 M
I = i
CC
0 <
LU 2�
<
Z
C�4
tu-
09�
Z
U.j
_j
C"4
Ln
18Z 0
<
<
z
2 1
z
Z
tD
LU
z
:> I
Rz
� 0
co
0
rn
z
LU
V)
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION No' 10
SHEET NO.
0
<�>(k
39'-0"
38!-0"
19*4"
251SH<8>
(P
R&S
EGRESS
— — — —
FIBERGLAS
S U R
R 0 U N
TYP @ 2 STORY
W.I.C.
BEDROOM
4
8'-0" FLAT CLC
1.
8'-0" FLAT CLG.
BEDROOM
3
1
CARPET
;P
8'-0" FLAT CLG.
ca
co
cri
I.
ROOF G.T.
-
04
CARPET
W
cr
Tiv"
C-4
6-5k
2-4-
4'-2t
G
Go
TYP @ 2 STORY
00
4068 B.F.
C14
T.
N
(L
W Z LL:
=111
120
406 8 B.F.
LM
60"X36"
2'-3-CII
SHOWER
FIBERGLAI
1
— — — — — — —
R&S
— —
5 _j 00
— — — CD
0
C14
00
2668
N
- — — — — — — — — —
— — — — —
SURFJOUN111111
V
I
13'-7k
4'-0"
5'.10-
11 Iri 5-4" 624
1. 2668
0
"H
co
co
BEDROOM 2
W
cr
00
W
TH
�LAT CLIS
0
U)
r3 - - - - -
ATTIC
CARPET
8'10'
1-41
0
Est
Cal
Cd
TP
"FLATI,
TI
00 LO
W
00 W
co
_E
4
i7
2-4-
V-1
5'-4-
7
16-8"
U*)
4'-*
3'-7k
14'-8"
OWNER'S
SUITE
R.A.G. 16
I
LOFT
8'0" FLAT CLG.
ow) CARPET
14
M 13
---1
1
8'-0" FLAT CLG.
U)
ROOF G.T.
—
— — — —
-
CARPET
CIO
10
LL
01
0
TYP @ 2 STORY
�1 2 3
415161718
1 __j
TYP @ 2 STORY
S6
C'j
M
39'-0"
TYP @
2
/—Q CORNERS
U.N.O.
<�Xk
<8>(k
60
w/ (5) STUDS I
I!]
2
H2
tD
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
<e>(2)
- 2X6 #2 SYP W/ 1/2'
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2'
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2'
FLITCH PLATE
(2) - 2X1 2 #2 SYP W1 1/2'
FLITCH PLATE
<e>(2)
- 134' X 11 1/4 LVL
2.OE Fb=2950
<e(2)
>
- 13/4' X 9 1/4-
LVL 2.OE Fb=2950
<q>(2)
- 1314" X 16'
LVL 2.OE Fb--2950
(2) - 13/4- X 7 1/4'
LVI_ 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2' Follow II See Plan for
R.A.G. FLITCH PLATE Bearing Wall Call Out When
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
140C
EXTERIOR 2ND FLOOR
BEARI G WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPF #2
81-011
W
SYP #2
16" O.C.
SPF #2
91-0"
2x4
SYP #2
16" O.C.
SPF #2
>911-011
2x6
SYP #2
16"O.C.
* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT
CORNERS
-WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT
SEE C/S6 WALL SCHEDULE
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX25j
S.H.
13
20 X 381
18JX37j
S.H.
14
2
S.H.
15
20 X 63
18JX62j
S.H.
16
20 X 72
18 j X 71 j
S.H.
J32
27 1/4 X 26
26 X 25 j
S.H.
J33
27 1/4 X 38
N/A
S.H.
J34
27 1 X 50 1
N/A
S.H.
j 33
N/A
26x37i
S.H.
j 34
N/A
26 x 50
S.H.
135
27JX63
26 X 62 112
S.H.
J36
27JX72
26 X 71 1/2
S.H.
22
371X26
36IX251/2
S.H.
23
37JX38j
36 j X 37 3/4
S.H.
24
37JX501
36IX50
S.H.
25
37 1 X 63
36 j X 62 1/2
S.H.
26
371X72
36 j X 71 1/2
S.H.
DOUBLE 2
WIDE
75"TALL
73JWIDE
S.H.
32
54 X 26
52JX25j
S.H.
33
54 X 38 1
52JX37j
S.H.
34
54XSOJ
52 j X 50
S.H.
35
54 X 63
52JX62j
S.H.
36
54 X 72
52 j X 71 j
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
General notes
R302.5 Dwelling/Garage Opening/Penetradon Protection.
• Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Door between
garage a residence shall be equipped with solid doors not
less than 13/8" in thickness, solid or honeycomb -core steel
doors not less then 13/8" thick, or 20-minute fire -rated doors,
equipped with self-closina device.
• Duct Penetration. Ducts in the garage and ducts penetrating
the walls or ceilings separating the dwelling from the garage
shall be constructed of a minimum No. 26 gage (0.48 mm)
sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
duct board, or other approved material and shall have no
openings into the garage.
• Other penetrations shall be protected as required by section
R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated from the dwelling as per the
following:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 518"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills.
In dwelling units, where the opening of an operable window is
located more than 72 inches above the finished grade or surface
below, the lowest part of the clear opening of the window shall be
a minimum of 24 inches above the finished floor of the room In
which the window is located.Operable sections of windows shall
not permit openings that allow a 4-inch-diameter sphere where
such openings are located within 24 inches of the finished floor.
Chapter 45 Private Swiming Pools, Section R4501.17. 1.9
All doors and windows providing direct access from the home to
the pool shall be equipped with an exit alarm complying with UL
2017 that has a minimum sound pressure rating of 85 db a at 10
feet. Any deactivation switch shall be located at least 54 inches
above the threshold of the access. Separate alarms are not
required for each door or window If sensors wired to a central
alarm sound when contact is broken at any opening.
M1 507.2 Recirculation of Air.
Exhaust air form Bathrooms and toilet rooms shall not be
recirculated within a residence or to another dwelling unit and shall
be exhausted directly to the outdoors. Exhaust air from bathrooms
and toilet rooms shall not discharge into an attic, crawl space or
other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
see Sht. SN1 for Installation detail.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor Ignition resistant.
OPENING PRESSURES
ENCLOSED-EXPOSURE"C"
A
+25.6 / -27.8
�
1 +25.6 / -34.3
C
+24.5/-26.7
+24.5/-31.9
,(J)i
+23.0/-25.2
+23.0/-28.9
G
SEE SN SHEET H SEE SN SHEET
MPH
NOTE: WIND SPEED INDICATED ABOVE
IS AN"ULTIMATE"WIND SPEED. THE
WIND PRESSURES LISTED ABOVE ARE
ALLOWABLE PRESSURES
WALLLEGEND
I11111plipill I III
TIMMI ffil!"IMITIM
TYP. 2x FRAME WALL
LL���� BEARING WALL
INTERIOR BEARING WALLS NOTED"FLOOR BEARING
ONLr ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All
I ST FLOOR LIVING AREA 1093
2ND FLOOR LIVING AREA 1491
LIVING TOTAL 2584
GARAGE 427
FRONT ENTRY 35
TOTAL AREA 3046
0
INSULATION REQ.
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
JR-11/R-13 KRAFTFACED
(GARAGE / LIVIN
U)
0
z �;
—8
z
z
z
III (D
a) C—f)
4--d uj
U
0 LU
0
Co
E
C1
C'i
'a" M 02,
120 :0, R
0.2,
Z LL CO
=11 - 00
0 W
CL
< 0
CY)
0
CL
C;
A
R Do
N C-B-D-C
' f
P, C'. ci
1A 1 '01 bi z
1W 4qF r a
tt
L
L
T.
j�
9 IL C)
cw.,.
0
C,
CIO 0)
LL 'N
ov C1J
C4 CC
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
C:)
Z
0
14 4-J C)
11 15 %D Q
>
C)
U) M Ln
:2
L_
0
— U1
LL
CL 00
z
E
z
z 170
W Lu
tD
F:
Z,
02:
CL
Z
1=
Z
�>, 8
Lr)
0
0
z
0
i
M
Lr)
LL
0
>
C%J
z
U
Lu
OZ
ow
g
In . 3:
r- 2: 88
Z
Z
0. 9 .0c
C-,Y
Ln
-I
. Lli
X
<
X
<
z
-Z
z
z
z
&Y 65
z
0
M
0
M
z
W
rn
V)
SCALE AS NOTED
DATE: 2/24/2014
TECH: ERAND
VERSION NO 10
SHEET NO.
STANDARD (3) 2x12
STRINGERS w/ SIMPSON
A35/USP MP34 CLIP TO FLOOR
SYSTEM OR LANDING FRAMING
(2) 2x HDR. REQD @ END OF
LANDING FOR STRINGERS
TO CONNECT TO
PLY SHEATHING OVER
LANDING ATTACHED PER
GENERALFLOOR
CONSTRUCTION NOTES
KITCHEN ISLAND
2x8 #2 SYP JOISTS @ LANDING
@ 16-O.C. w/ SIMPSON A35/USP
MP34 OR LUS26 HANGER ON
EA. SIDE
MASONRY OR WOOD WALL,
SEE PLAN
2x8 #2 SYP (P.T. IF MANSONRY
WALL) CONT LEDGER w/ (3) 16d
NAILS @ 16- O.C. MAX. TO EA.
STUD. ((2) 1/4"X3 1/2- TITENS @
16"O.C. MAX. FOR MASONRY
WALL)
GENERAL LANDING FRAMING INFO.
SCALE: N.T.S.
T-ON MAX LANDING LENGTH
2xg #2 SYP JOISTS @ LANDING
@ 16- O.C. W/ SIMPSON A35
CLIP OR LUS26 HANGER TO
uJ LEDGER
U
z 2xl 2 HDR. w/ (3) 2x STUDS AT PLYWOOD @
EA. END FOR BEARING LANDING�,=l
STANDARD (3) 2X12
STRINGERS W1 SIMPSON A35 X
CLIP TO HDR. T
00
Ar
1x TREADS (TYP.
2x8 LEDGER #2 SYP w/
CONT. (3) 16d NAILS TO STUD
HANDRAIL @ 16- O.C.
hzi
MIRROR
0
4-
Ll
OWNER'S BATH
KITCHEN
BATH 2
,4,-n" V-54"
-TLJ0HQT 121 nf%V Q01%"0Cn Tn
SLAB w/ 1/4"X3 1/2" TAPCONS
@ 16- O.C.
PRF-FNr, F1 MR JOIST W/ (2)
KITCHEN
I U I AL KIM: = 1 U-U V4-
(16) RISERS AT 7 9116-
110-11READS w/ 1"NOSING
INTERIOR ELEVATIONS
SCALE: 1/2"=V-0--
MIN. (3) 2x STUDS REQ'D
@ END OF LANDING
BELOW HDR. BEAM.
Stairway construction and t
Residential section R311.7
Riser height:
The maximum riser height shall be 73/4". The greatest riser height within any
flight of stairs shelf not exceed the smallest by more than %".
Tread depth.
The minimum tread depth shall be 10". The greatest tread depth within any
flight of stairs shall not exceed the smallest by more then Ye".
Nosings.
The radius of the nosing shall be no greater that %�'. Solid riser nosings shall
not be less than %" but not more than 1Y4". The greatest nosing projection shall
not exceed the smallest by more than Y2". Beveling of nosings shall not exceed
Handrails.
Handrails shall be provided on at least one side of each continuous run of
treads or flight with four or more risers. Handrail height, measured vertically
from the sloped plane adjoining the tread nosing, or finish surface of ramp
slope, shall be not less than 34" and not more than 38". Handrails adjacent to a
wall shall have a space of not less than %"between the wall and the handrails.
Grlp-slze.
Handralls with a circular cross section shall have an outside diameter of at
least 1 1/4" and not greater than 2* or provide equivalent graspavility in
compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3.
Guards.
Guards shall be located along open -sided walking surfaces, including stairs,
ramps and landings, that are located more than 30" and shall be not less than
36". Required guards shall not have openings from the walking surface to the
required guard height which allow passage of a sphere 4" in diameter.
Winders.
Winder treads shall have a minimum tread depth of 6" at the narrow end and
shall have a minimum tread depth of 10" at the intersections with the walkline
( 12'from the narrower s1de).
Under -Stair Protection.
d accessible space under a stairway shall be protected with 1/2" gyp.
SCALE: 1/2"=V-0"
z
z (Olga
Z alniililillll�
< IN '1111111
low IN
Z
V) (D
C—/)
LU
U
0 LU
C2:: 0
qsD U4) U)
p
0
LU 0) M
C W M
I.-- E 1! "D Q
0,9 C,C,
Z LL 00
to M
co)
mo
Lin 0 1W
< 00) 1 0
N-C-B-D C
A
ED.
IN- zo
a T.r- UAW
(206k;; 0
IXv
co 3
*LVW- ",I " ;
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Stir Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
C:)
Z
0
1-01
U-)
CD
M In
cu In
a U-
L
� rn
M -I
U CL 00
z 3i
Z< E
W Lu C-) IT
-J C)
to
g
0
C/) Z�- Z.
Lu
LU C-4
. za
F- 6'-'
Z9
0 Ln
z
Ln
2: f **4 LLJ
0
ui
U z
17- OZ
199
< WO L.0
z 0
Z C*4
U.J In 1,X6
Z-
<
< z z
z
Z z
M 2
V)
0 z
LU
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION No' 10
SHEET NO.
2.0
� SEE PLAN FOR LANDING DEPTH
,q
NOTE:
• FIN. TO HAVE TRADITIONAL
LOOK & SMOOTH FINISH
• FOAMI EPS MATERIAL IS
ACCEPTED 41-110
ZV)
%0
NOTCH FOAM
DECO BRACKET
AS NEEDED
j
100
co
A-W
M
E
12
5L,-7�,_
1
T.O.P.
HDR HGT.
--------- --------
18" X 60"
,—SHUTTER
I" X 12"
SMOOTH
TEXTURED
TRIM / BAND
25 SH
W
W
2nd FIN.
FLR
T.O.M.
HDR HGT.
F.FL.
12
Z�_�5
— ---- ------ ------ J1 ------ ju ------ J1 ___ __
FRONT ELEVATION - A
SCALE: 1/4"=V-0"
LEFT ELEVATION - A
SCALE: 1/4"=V-0"
T.O.P.
HDR HGT
2nd FIN.
FLR.
T.O.M.
HDR HGT
F.FL.
00
00
General Notes
ROOF CRITERIA:
12" OVERHANG U.N.O.
PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.6 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.6.1 Lath.
AN Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.6.2 Plaster.
Plastering wt portland cement plaster shall be not less then three
coats when applied over metal lath or wire lath and shall be not
less than two coats when applied over masonry, concrete.
R703.6.3 Water-Reshiltive Barriers.
Water-resisitive barriers shall be Installed where cement plaster
(stucco) Is to be applied over wood -based sheathing, shall Include
water-resisfive vapor -permeable border. The Individual layers
hall be Installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water -resistive border Is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant border material In
accordance with R703.2.
2. One layer of an approved water -resistive barrier (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.8 Flashing.
Approved corrosion-resistent flashing shall be applied
shingle -fashion in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components. Flashing shall be installed at the following locations.
I ntersection of chimneys or other masonry contructions with
frame wells.
� an at the ends of masonry, wood or metal copings
and sills.
Continuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersections
At Built-in gutters.
Attic Ventilation
Aft Ventilation to be in compliance with the Rorlds Building Code 5th Edition
(2014) Residential R806.
The Minimum net free ventilating area shall be 11150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation Is provided In the upper portion oi
the space to be ventilated.Upper ventilators shall be locstet�! no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
baWm of the required ventilation Movided by save or comics vents
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN -
(Values to be vertfied with Manufacturer Specificatims)
RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT.
OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT
SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SCL FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
9 LOMANCO DECK -MR (Shingle Roof]i - 9 SQ. IN. OF NET FREE AREA / FT.
"Formula: (Sq. Ft SolM Needed) x 7 x (Sq. In. Needed) 19 = (I-Inem FIL of Deck-M Needed)
e OHAGIN (rile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT
-Formula: (Sq. Ft Soft Needed) x 7 =(Sq. In. Needed)/ 86.25 =Amount dOMa* vents Needed
U.)
0
z ;;
0
Z CD
Z
<
_j
U) z
4--J
U
0 LU
V)
E
0
U)
V) C)
V) F--
00
Fn r,
LU
of
M
0
C M2
00,
0
< a
32
U) CL
in 0
ci
MD.
N C-B-D-C
IV
00 IZ-
C14
C-4
_j
LL
CL
0
CL - ;S LL
(00) 3 0
10
C 2 4 <
Cb,
L 44),
(D 5
To the best 0 it lneertk �ation, and
belief, the �-tura ftlip"tVIV16% ns contained
within these drawings comply with the Florida Building
and seat is only for the structural engineering porbons of
the drawing pages bearing Engineer's signature and seal.
C)
z C14
0 (V N
P-4 4-J C)
'10 e-,
> Lr) cn —
C)
rn
M In
0
a) — In
L_ LL
CL ()0
z
z E
Z § M
LU C)
J CD
W
to
0
U
ffia
z g
8,0
z
0
z
011
F_
�q z
uj
<
;>
LU
U.j
z
8
Ln
LU
Uj
0
Ln
V5
0
U
-4
>
r-4
191
0
-22
LL
�j�jg
LU 31:
Z
('*4
CY j
z
LLJ
r*4
Ln
Lij
2:
-, 5
19-8
? �Z!
<
z
C5
%D
T
z
z
t
51z
z
:j 0
C13
0
Uj
M
z
Lu
rn
0—
Ln
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION No' 10
SHEET NO.
3.1
;0
60
EE
;0
00
12
5
T.O.P.
HDR HGT.
------------------ -------------------- ----------------------
Ci
2nd FIN.
FLR. CJ / WEE� — — — — — — — — — 12 — — — — — — — — -- — — — — — — — — — — — — — Cj WFFP — — — — — —
T.O.M.
F.FL. I
LL
_FkbbiF�0_Blff ------
CENTERED ON
DOOR
- — ---------------
TEXTURED
f��ECE
MENTICIOUS
FINISH ON C.M.U.
(TYP.)
REAR ELEVATION - A
SCALE: 1/4"=V-101"
12 4 12
`7
9'RIDGE VENT
T.O.P.
HDR HGT
------------------------------------------------------------- — --------------------------------------------
L --I-
bid FIN.
--------------------—
FLR.
T.O.M
------------------- 1�_ — -4 — — — — — — — I -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
21-0"
TEXTURED---',',
CEMENTICIOUS
FINISH ON C.M.U.
(TYP.)
F.FL L-1 L I
RIGHT ELEVATION - A
SCALE: 1/4"=1'-0"
General Notes
ROOF CRITERIA:
12"OVERH G U.N.O.
PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.6 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.6.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTIM C 1063.
R703.6.2 Plaster.
Plastering w/ portland cement plaster shall be not less than three
coats when applied over metal lath or wire lath and shall be not
less than two coats when applied over masonry, concrete.
R703.6.3 Water-Resieltive Barriers.
Water-resisitive barriers shall be Installed whom cement plaster
(stucco) Is to be applied over wood -based sheathing, shall Include
a water -resistive vapor -permeable barrier. The Individual layers
shall be Installed independently such that each layer provides a
separate continuous plane and any flashing Intended to drain to
the water -resistive barrier Is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material in
accordance with R703.2.
2. One layer of an approved water-reslsdve barrier (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.8 Fleshing.
Approved oorrosion-resistant flashing shall be applied
shingle-fashlon in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components. Flashing shall be installed at the following locations.
Exterior window/door openings.
Intersection of chimneys or other masonry contructions with
frame wells.
Under and at the ends of masonry, wood or metal copings
and sills.
Continuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersections
At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 5th Edition
(2014) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 pvAded to at least 40%
but no more than 50% of the required ventilation is provided in the upper portion ol
the space to be venglated.Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required verrifilatiort provided by eave or comice vents.
-CALCULATIONS WED ON THE FOLLOWING VALUES, SEE ROOF PLAN -
(Values to be verified with Manufacturer Specifications)
RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT.
OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT
SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT.
*If riot enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
o LOMANCO DECK -MR (Shingle 9 SO. IN. OF NET FREE AREA / FT.
Formula: (Sq. Ft Sofflt Needed) x 7 = (Sq. In. Needed) 19 = (Unear Ft of Dack-Air Needed)
e allAGIN Mile R000 - 86.25 SO. IN. OF NET FREE AREA/ VENT
-Formula: (Sq. Ft SollIt Needed) x 7 - (Sq. In. Needed) / 86.25 = Amount of ONson vents Needed
(D
z
z
z
__j
0�
z
LU
U
0 LU
U1)
V)
ca CO
2 0
E
8
C14
V)
M
:2 M
0 - 04
OEM $
0)
.2a
U. 00
-5 -00
0 W P
$
.�z
< tom
US CL 0
Lo 0 't
0 Do
N-C-B-D C
%
11�4
SM
Lh
2 LL 0
kj_ 60
Z) 3 LL
0*0
< 0
6
C,
C11
0
91F
To the best of th9 lneer';;ic*'*v0Vrr! D,andl
belief, the structure 4#Wd air
ained
at 6r
.4 2
'ury R:ft-
,ZLIa.1t,1114
within these drawings c da aullding
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seaL
C)
CD
z r_j
0 CU N
:h� C:)
C�I
> U.) M
M p
M In
V) :2
V) L_
a) 0 LA
0� U 00
z F-
<
E
z
LU F-
_j 0
W tD
W
0
F-
<
:>
LU
LU
Z Z
8
Ln
Lu
z
c)
to
W
Lu
Cr
LU
0
W 0, 0
z
z
ILIJ
rs!
N
Ln
0 *,x
:)`2
1,, '20': '.-
LIJ
2:
<
LU
2:
<
z
9-8
� Z
�2 m t5
110
rt')
z
Z
�gjz
Cy Vi
Ln Z
0
0
rn
T-4
Ln
SCALE AS NOTED
DATE: 2/24/2014
TECH: ERAND
VERSION No' 10
SHEET NO.
3.2
I
ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOP THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
I . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general)
kitchen 44"AFF
bathroom 39"AFF
laundry room 36"AFF
exterior waterproof 12"AFF
garage general purpose 42"AFF
range 2"AFF
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 a=.rdance 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 detectors shall be in accordance with R314.1 and listed in accordance with LL 217.
6. Provide AFCI's (Arc-Fauft Circuit Interrupters) combination type installed to provide protection of the
branch circuits in all dwelling units per NFPA 70 and the 2011 NEC.
7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling
units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate
standard, either ANSI/UL 2034, standard for single and multiple station co alarms or U1_ 2075, gas and
vapor detector sensor, according to the installation.
9. R3115.1.2 Combination AJaffns: combination smoke/carbon monoxide alarms shall be listed and
labeled by a Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors
11. In new construction, smoke detectors shall be hardwired into an A/C electrical pcwer source and
shall be equipped With a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits
is not acceptable.
13. All doors and Windows providing direct access from the home to the pool shall be equipped With an
exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBAk at 10 feet, and
either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible waming
when the door or window are opened..
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed
within 6' If the outside edge of a sink. This would include the receptacle Installei for a washing
machine. Receptacles outlests shall not be required on a wall directly behind a rango or sink to fulfill
the requirement for an outlet every 24". The width of the sink or range Is not to be included in the
spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter
tops and 18" for sinks and ranges installed in comer counters.
I ELECTRICAL KEY I
I Zn!k
PE�_"
DUPLEX CONVENIENCE OUTLET
lzl�,_
FTF
DUPLEX OUTLET ABOVE COUNTER
OW.P.
WEATHERPROOF DUPLEX OUTLET
I O=N
rl=;,-G . F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
1-4:4-
rw-
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
13
THREE-WAY SWITCH
_$4
FOUR-WAY SWITCH
61
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
@)
RECESSED LIGHT FIXTURE
+P.C.
LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLOURESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
MD
Qi_�
ELECTRIC DOOR OPERATOR (OPTIONAL)
FC_Hj
CHIMES (OPTIONAL)
El
PUSHBUTTON SWITCH (OPTIONAL)
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60- A.F.F.
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
ROUGH -IN FOR OPT. CEILING FAN
</ 1>
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
<1 \>
OPT. CEILING FAN
(n
(1) PHONE LINE, (1) DATA PORT
200A INDOOR PANEL
CENTER
'"S '' F', 10"&CLAIM
2D --1 #12wpper1o20ampdda
OAMP
910.2coppwbDWH
#1043 copper to Dryw
MAIN
-4,
0
or 410 SER Alu
200 amp
150 amp
POWER CO. FEED
—A
cu
K�_4
INTERSYSTEM
Bare Cu Ground
BONDING
#4 GROUNDING WIRE
TERMINATION PER
Y
WITH CODE APPROVED
NEC K 250.94
CLAMP PER 250.50 AND
250.52 OF THE 2011 NEC.
Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO.
DEDICATED RECEPTACLE
FOR MICROWAVE RANGE
HOOD PER SPECS
VERIFY METER
LOCATION WITH
RUILDFR
MAIN FLOOR ELECTRICAL PLAN
SCALE: Y4"=V-0"
0
Z
Z co
V) (D
Z
Q) C—/)
+_j W
U
0 Lj-j
V)
0
000
C)
:6 LL Co
.5
00)
05 Q-01
0 -V
Do
N-C-S-D-C
tZ4-
IN- Cq __j
cs &I
Z
ZVE;4�;
Z0
mr4w 2 CP F,
uj
a
v
ja #j g.r_ U. 0
r
CL Lu
Z
4
0
.9C.9
-.6
Z
LL Cli
ix
In ca
in
W
To the best of the Engineer's knowledge, Information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seat.
C)
,Z,
Z r%j
0 cu
1-4 :L-0
U') :3
> V)
0-4
re)
M Ln
in
Z
CL
in
(1) —0 Ln
L_ U_ e-N
QL
Z < CL 00
Z E
M
LZ F-
Li C:)
W
F-
5480,
Ce
<
Lu
F_
Z
8
Ln
C-)
Z
-.0
N
LJLJ
_j
M
Lr)
LLI
0
>
r*4
I=
0
Lu
Q
iz
0
U-
Zo
ng
F-
Z
<
Uj ce
Z
Z
LLJ
-j
Ln
LI;
19ZE
H�
Cn
%D
Z
<
Z
I �'- 8
t2 Z
Z
Z
0
r�l
:5
Uj
2
ffi
rn
T-1
0-
Z
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION NO - 10
SHEET NO.
4.0
- I- . - . - , I . — I I .1 i, L . lil L _1 L_" L , i - , I I - . -4. - __ - — — - - - . , - - - - I , , I L I I -I- - - , " - - - . . I I . __ - - I - __ - - - - - I I . . __� _�_ _� �
ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
GENERAL ELECTRICAL NOTES:
NoteS: unless otherwise noted,
1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general)
kitchen 44"AFF
bathroom 39"AFF
laundry room 36"AFF
exterior waterproof 12"AFF
garage generaipurpose 42"AFF
range 2"AFF
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 acoordance 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 detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc-Fauft Circuit Interrupters) combination type installed to provido protection of the
branch circuits in all dwelling units per NFPA 70 and the 2011 NEC.
7. Provide Temper Resistant Receptacles as required by the 2011 NEC, 406.11
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling
units in accordance With FBC R315 and NFPA 70. Such devices shall be listed by the appropriate
standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and
vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoketcarbon monoxide alarms shall be listed and
labeled by a Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and
shall be equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits
is not acceptable.
13. All doors and windows providing direct access from the home to the pool shall be equipped with an
exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and
either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning
when the door or window are opened..
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed
within 6' if the outside edge of a sink. This would Include the receptacle installed for a washing
machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill
the requirement for an outlet every 24". The width of the sink or range is not to be included in the
spacing of the outlets unless the distance from the sink or range is greater the 12" f)r straight counter
tops and 18" for sinks and ranges installed in comer counters.
I ELECTRICAL KEY I
200A INDOOR PANEL
#15 to I" & *Aeft
NEMA 1
200 AMP #12 copper lo 20 arnp dft
#10.2 copper to WH
01" to Dryer
A4.
4/0 SER Alu
200 amp
150 amp =r
POWER CO. FEED
K1_
INTERSYSTEM
4 Bare Cu Ground
T*4
BONDING
GROUNDING WIRE
TERMINATION PER
WITH CODE APPROVED
NEC 08, 250.94
CLAMP PER 250.50 AND
250.52 OF THE 2011 NEC.
Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO.
RECEPT.
I-IJ
DUPLEX CONVENIENCE OUTLET
IN ATTIC
DUPLEX OUTLET ABOVE COUNTER �][i I
PEPP Ci I I I
0
I
0W.P. WEATHERPROOF DUPLEX OUTLET FI I L — — — — — ROUGH-INFOR
10=� OPT.CLG.FAN/
GROUND FAULT INTERRUPTER DUPLEX OUTLET
rl=�_G . F.I. LIGHT PRE -WIRE
CL
0
HALF -SWITCHED DUPLEX OUTLET 0
SPECIAL PURPOSE OUTLET Al
DUPLEX OUTLET IN FLOOR W
S.D
220 VOLT OUTLET
$ WALL SWITCH
�3 THREE-WAY SWITCH OWNERS
_$4 FOUR-WAY SWITCH SUITE
_71 I LOFT
$R RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE 6A.'a— L — — —
+ ROUGH -IN FOR
RECESSED LIGHT FIXTURE OPT. CLG.FAN/ ROUGH -IN FOR
@) LIGHT PRE -WIRE,.,, OPT. CLG. FAN/
LIGHT FIXTURE WITH PULL CHAIN LIGHT PRE -WIRE
2
TRACK LIGHT
FLOURESCENT LIGHT FIXTURE
I& - F I Till,
6) EXHAUSTFAN
.Iit�l
Iwo EXHAUST FAN/LIGHT COMBINATION
11,
ELECTRIC DOOR OPERATOR (OPTIONAL)
rCH� CHIMES (OPTIONAL)
PUSHBUTTON SWITCH (OPTIONAL)
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60- A.F.F.
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
/>
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
<1
OPT. CEILING FAN
CID
(1) PHONE LINE, (1) DATA PORT
UPPER ELECTRICAL PLAN
SCALE: Y4"= V-0"
Z
Zom
Z
Ln (D
Z
Q) C-13
4-J Lu
C)
U
0
E
0
C)
LU
P1
a M
0 2 C,
C)
:E LL OD
0
co
< 00)
LO 0
Al
IV
C,4
IAZ E�!
C,
Z
-
8L�LLI
U u. 0
OZO
CL j
<
9
#A 301 -,,,5
&A 9 2
co
LLjS 34
Z
01
42
8
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and seat is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
0
C:)
Z
0
4.J C)
C)
>
M Ln
Z
0
a) — in
L_ LL
M
F- "M`
>� M T-4
U CL 00
Z
Z 3i E
Z
LU C:j
_j C)
W
�Z
U
60
Z
Z
CL
8,0
!H Z
Lu
LU
co!iN
0
8
Z
Ln
F-
0
Z
-0
Lr)
LU
LU
>
0
0
0
_j
LL
0
I--
_Q
F-
Z
<
0
Rg
<
U)
Z
Z
LLJ
C`4
C'sl
Ln
-4
Z
P-0
9! tj
< Z
Z
Z
LU
I
0
Uj
-SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION NO' 10
SHEET NO.
4.1
VENTED SOFFIT 40 SQ. FT.
5:12
VENTED SOFFIT 40 SQ. FT. -� V-0"
........... .......................................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . .
0 0 . . . . . . . . . . . . 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
................................................. 0 .......................................... I 1
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
- - - - - - - - - - - - a . . . . . . . . . . . . .
. . . . . . . 0 . . . . . . 0 . . . . . . . . . . . . . . 0 . . . 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . .
0
LLO
0-
0
04
o . 1
6
7: CL
LO 0
_J
wr
0 6
ATTIC VENTILATION CALCULATIONS - A
ATTIC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
(No Upper Ventilators
1/300 Rule
Ridge
Vent Amt
Off -Ridge
Req.)
(Must Provide Upper Ventilators)
(Ft.)
Amt
Total
Ventilation
ATTIC
Provided
SPACE
SO. FT.
Total So.
SO. FT.
SQ. IN. of
by Upper
SO. IN. of of vented
ventilation
IN. of
Of
vented
ventilation to
be provided
SO. IN. of
SQ IN of
Ventilators
(See Elev)
required soffit
ventilation
soffit
by upper
Ventilation
Ventilation
needed
required
needed
ventilators
Main
0.000000
0.000000
Floor
0
0
0
0
0
0
0.0
0.0
0.0
(Zone 1)
Upper
9
2.000000
Floor
1535
1474
211
737
53
368
411.0
276.0
(Zone 2)
135.0
—NOTE**
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESISOFFITS AS
REQUIRED BY FBC 5th ED. RESIDENTIAL.
VENTED SOFFIT LEGEND
771
IF SOFFIT IS LABELED AS -NON-VENTING- FIRE PROTECTION WILL BE INSTALLED
AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF
LABELED AS -VENTED', NO FIRE PROTECTION WILL BE REQUIRED.
VENTED SOFFIT
VENTED SOFFIT 25 SQ. FT.
4'-O'ROOF VENT
IN ...
U, .............
12 SLOPE cl 5:12 SLOPF&
ZONE-2
ATTIC SPACE
1535 SQ. FT.
4'-O'ROOF VENT
I _J
III
0.
q
CO)
04
,iiii i,
a
14'-O'RIDGE VENT
. . . co
RIDGE
. . . o ....................................................................................................................... o ....... o ................. I
................................... o . . . . . . o 0 6
. . . . . . . . . . o . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . .
VENTED SOFFIT 41 SQ. FT.
W
(L
S
co
VENTED SOFFIT
6 SQ. FT.
ZONE-1
ATTIC SPACE
35 SQ. FT.
VENTED SOFFIT
5 SQ. FT.
ROOF PLAN
SCALE: Y4"=1'-0"
General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
* PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.6 Exterior plasw
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.6.1 Lath.
AJI Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.6.2 Plaster.
Plastering w/ pordand cement plaster shall be not less than three
coats when applied over metal lath or wire lath and shall be not
less then two coats when applied over masonry, concrete.
R703.6.3 Water-Resisiltive Ban%rs.
Water-resisitive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier. The individual layers
shall be installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water -resistive barrier Is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material in
accordance with R703.2.
2. One layer of an approved water -resistive barrier (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.8 Flashing.
Approved corrosion -resistant flashing shall be applied
shingle -fashion in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components. Flashing shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry contructions with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
• Continuously above all projecting wood tAm.
• Where exterior porches, docks or stairs attach to a wall or
floor assembly of wood -frame construction.
• At wall and roof Intersections
• At Built -In gutters.
Attic Ventilation
Atfic Ventilation to be in compliance with the Florida Building Code 5th Edition
(2014) Residential R806.
The Minimum not free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
t no more n required vendl on provided In the upper portion 01
the space to be venfilated.Upper ventilators shall be located no more then 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or comice vents.
-CALCULATIONS BASED ON THE FOLLOVVING VALUES, SEE ROOF PLAN -
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RIDGE VENTS - 138 SO. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS - 7 SQ. IN. OF NET FREE AREA / SQ. Fr.
*If not enough vented soffit Is provided due to firs protection, the contractor shall use the
following approved vents:
• LOMANCO DECK -AIR (Shingle Roof]l - 9 SO. IN. OF NET FREE AREA / FT.
Formula: (Sq. Ft SoM Needed) x 7 = (Sq. In. Needed) 19 = (Unear Ft of Deck -Air Needed)
• allAGIN (rite W - 86.25 SO. IN. OF NET FREE AREA / VENT
-Formula: (Sq. Ft Soffit Needed) x 7 - (Sq. fn. Needed) / 86.25 = Amount of ONon Verft Needed
a
(Du,
z
z
un (D
Z
Q)
(—/)
4-J LU
U
0 LU
V)
U111 F--
8 8
Fa r-
LU
E
8
C-4
Cl)
CF) V)
c: W cl)
IT :,D cc4)
0.2,
r
C)
LL to
-co
0
4)
�d
00)
co CL C)
U) 0 It
A
N-C-B-D-C
'V
C., z
N
LL
C,
0
LL
UJ
U g
4_1 .. .
.# . :0
0
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
I
C=i
C:)
Z r-4
0 a) r-,
N-4 4-J C)
(Al kD
> Q
U-) M Ln
z
a- tn
In
(1) In
L_ LL
CL e-S
ce U,
z
4C - E
Z3: M
z
LLJ a
_J a
W
>_ 17 .
QL
uJ
Co
Z Z
6'-'
L0
z
0
In
0
Z
LLI
LL-
0
r
6
0
10
:W
0 Lu
Z
('4
o,
2
z
LU
_J
r*4
CY M
,0,
< fl�
1HO
LU
z
I'll z I
M
Z
Z
t—
U
LU
H
0
n
0
rn
V-4
z
LU
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION NO - 10
SHEET NO.
5.0
TYP @ 2 STORY H.B.
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX -E- OF THE FBC 5th EDITION (2014)
BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE
AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL
NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE
REPLACED WITH 3000 P.S. I. FOR THE CONCRETE STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
W.W.M. PLACED IN
UPPER 1/3 OF SLAB
OR FIBERMESH
REINF. SEE PLAN.
1/8" SAWCUT x 1/4 SLAB
THICKNESS WHERE
SHOWN ON
FOUNDATION PLAN
UJI
CONTROL JOINT DETAIL.
SCALE: 1 1/2*--l'-O*
................ .......
2 STORY
#5 CONT REINF. SEE
(2) #5 REBAR
/C�C� VERTICALS w/ in FND. FOR QUANTITY
\, �3
FILLED CELL #5 X 25" X 25" CORNER
BAR ONE FOR EA.
------- HORIZ. REBAR, TYP.
01-01,
I T in . L,, U.N.O.
1 �, v
i L Jill j I`, **Alternate:
The reinf. bars shall be
L 4-
cont. around comer by cold
u v v bending the bar w/ min.
4'-111" 101-61 1
A'4'
--i- ci bar lap of 25".
C.1
4'-0' T C14 TYP. CORNER BAR DTL.
12�-3 1/2" SLOPE&
in STEPS AS KITCHE SLAND
I CHASE I
REQUIRED PER LOW LLS TO SCALE: 1 1/2"=V-0"
FIELD ISLAND
CONDITIONS
3-1/2" MIN 3000 PSI CONC.
PROVIDE 1 Y2- SLAB FOR HERNANDO
RECESS FOR COUNTY ONLY
SGD. REFER TO 3-1/2" MIN 2500 PSI CONC
MASON'S SLOPE
I SLAB OVER 6 MIL BUILDER TO PROVIDE 2STORY
FOR WIDTH VISQUEEN VAPOR
031/2-
BARRIER APPLIANCE PROTECTION cc (2) #5 REBAR
WHEN REQUIRED PER FBC VERTICALLS w/ n
— — I S3 FILLED CELL
Ci
16
— — — — — +- - ' m" * ' ' ' ' " - -'W�'
TYP @ 2 STORY L
21-6" x 7-6" x 11'-0"
I PROVIDE Y2"x 9" -3 1/2"SL PE
RECESS FOR FRT. DOOR F-A VVI (3) #5-S E.W.
k I --tL
0
0,-0" TOP OF CONCJ PAVER M BE 4' . - 1
0 !? L
e S3
BELOW FIN. FLR. r-
STUB U V-9. Lr-0,v ...... IX-7k
2ND FLOO
FOR A/C
Z-6- -4- -0.
VV/ (3) #5-S XE.lW' .
X2
rG
7
C� ci --CJ
C*4 — — — — — —
5'. INDICATES FILLED CELL w/
L 3000
PSI CONC. GROUT FROM FT TO TYP @ 2 STORY
BEAM W/
(1) #5 REBAR VERT
ABOVE SLAB TYP @ ALL PLACES
SHOWN HOOKED FTG. DOWELS 5- Lo
EMBED W/ 2F EXT. ABOVE SLAB
"GRADE 40 STEEL"
HVAC CHASE -
BASED ON I zo.-O.
LOCATION — I
51-4" L 16-3"
0 ............... i ...... .. .......... . .... ..... . iiiii ............. .......... ... ..........
%1 4 0 T iiiii .... 1111111 .1 J
H.B.�
TYP @ 2
3#-0" STORY
6'-0"
4'-0" L 5'-4-
2'-
FOUNDATION PLAN
SCALE: X"=V-0"
Z
Cz
Z
uj
U
0 LU
Ul)
cn
V)
cv
M
E
8
-IMM
v,
T :9 ccl
000
g
U)
:S LL
0 M
< 0
Ln 0
0 D
c B 1> c
IM
0
0
z
2 LL
C,
.0.1, 0
g)
*:s LU
C T -Z �--
9
0,41
< cli.
C',
1jij A 5,01
0 El
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
e rawing pages bearing Engineer's signature and seal.
11
It 0
CZ)
Z r--j
0 cu N
0-4 4-1
41
C)
U) * 5)
> U-)
M Ln
in
z
X: WON
a) — Ln
< L- Lj-
F-�; C>L M
cl� U CL C)O
z
E
Z §
�Pp M
-j C)
W LLI C�
%D
0z
H0:
U,
z
rL
z
0
Ln
z§
z
0
N
Ln
z
r-4
0
LL
0
Uj
0
om
1 -0
<
LU
IZ 0
z
LU
_j
f%4
In
LU
2:
<
<
z
Z
ca
z
z
tj-
LU
0
M
0
T-A
z
Uj
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION NO' 10
SHEET NO.
6.0
A ILLi �L4. AA6&.&A" kmil.� I I --b"Alluma Nil . a 16 .1 'Al All i 'I. & i I I L I. AE W . —L
3KING
wr
60moo
L
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
HETA20
1810
9 - 10d x 1 1/2"
HTA20
1615
1585
10 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 11/2"
HTA16
1615
1585
10 - 10d x 1 1/2"
C
H2.5A
600
535
10 - 8d
RT7A
670
565
10 - 8d X 1 1/2"
D
H3
455
320
8 - 8d
RT3
610
525
8 - 8d X 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1400
1400
10 - 10d X 1 1/2"
F
HHETA20
2235
10 - 10d x 1 1/2"
G
H10A
1340
1015
18 - 10d x 1 1/2'
RT16A
1380
1160
9-1 Od X 11/2"& 8-1 Od
H
HTT4
3610
3105
5V ANCH. 418) 10dxl-1/2
HTT4
2715
5V ANCH. /(20) 1061-1/2
i
HTTS
4350
3740
5/8"ANCH. / (26) 10dx1-11?
HTT5
3225
5W ANCH. /(28) 10dxl-112
K
HD3B *
3130
3050
5/8"DIA. BOLTS
TDX2-TZ
2345
—
2 - 5t8" DIA. BOLTS
L
HD5B *
4505
3785
5V ANCH. 314"STUD BOLTS
TDX6
5320
—
2 - 7/8" DIA. BOLTS
M
HD7B *
6645
5650
71r ANCH. 314'STUD BOLTS
TDX10
7845
—
4 - 7/8"DIA. BOLTS
N
LUS26
1165/1070 "
1005/915
8 - 10d x 31'
JUS26
1115/1060**
—
8 - 10d
P
HUS26
1550/3335 "
1335/2820
20 - 16d x 3 1/2'
HUS26
1925/3295
—
(20)16d x 3-1/2"
—0
HUS28
2000/4220
1720/3125
30 - 16d x 3 1/2"
HUS28
2570/4345
—
30d -16d x 3-1/2"
R
MTS12
1000
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-10d x 1-1/2"
S
MTS16
1000
860
14 - 10d x 1 1/2"
MIW16
1195
1005
14-10d x 1-1/2"
T
MTS20
1000
860
14 - 10d x 1 1/2"
MTW20
1195
1005
14-10d x 1-1/2"
U
MGT/MU GT
3140
3140
22 - 1 Od X (1) 5/8' ATR W/ 5- EMBED W/ SIMPSON 'SET'
EPDXY
V
LGT2
2150
1850
(16)16d SINKERS &
(7) 1/4" x 2-1/4"
TITENS
LUGT2
1850
1810
(16)10d NAILS AND
(5)1/4"x3"WEDGE
BOLTS
"X"
HTS 20
1450
1245
24-1 Od X 1 112"
HTW20
1530
1285
24-1 Od X 1 1/2"
spi
585
535
10 - 10d
SPT22
685
8 - 10d
SP2
1065
605
12 - 10d
SPT24
1030
12 - 10d
HCP2
645
555
12-1 Od X 1 1/2"
MINIMUM 3"MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE
THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS USP CIA-7000C
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE ARENS & 24"
OC FOR CARPET ARENS
DROP HIP DETAIL
2-0-0 MAXILIM SPACING ON VERTICALS OF (B) TRUSS
A I I
(B)
(A)
A I
A �NNNJNNNJ
(+ OR 2 PLY
CARRIER
1 -841 CLEAR GAP BETWEEN (8) TRUSSES 61
'FASTEN EACH (B) TRUSS WE13 TO EACH (A) TRUSS TOP CHORD 0 EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-I.
(B
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 1 21r x TGUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS NTH M
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48- OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2X4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS R E
�?2
INTERSECTIONS. SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE T-T ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS
1. (2) 12d TOENAILS EACH SIDE OF FLOOR
TRUSS TO WALL OR BEAM BELOW TYP @ INT.
BEARING U.N.O.
STRUCTURAL
SHEATHING (SEE TB13
FOR NAILING INFO.) —
2X CONT. W/ (2)-12d
NAILS @ EA. TRUSS
2X4 CONT. RIBBON W/
(4)
16d NAILS @ EA. TRUSS
2x BLOCKING W/(2) -12d
NAILS @ EA. END
8d NAILS @ 24- O.C.
TO BLOCKING —
SHEATHING
2x STUDS SEE PLAN
FOR INFO
PLYWOOD
2x6 CONT. W/ (2)-12d
NAILS @ EA. TRUSS
CANTILEVER
FLOOR TRUSS
EACH TRUSS,
SEE PLAN
-LINTEL
SEE PLAN
*SEE PLAN
RUSS BRG.
AT
.CANT. FLOOR TRUSS CONN, -
SCALE: 3/4"= 1'-W
MAIN FRAMING PLAN
SCALE: Y4"=V-0"
0!�
z
0
z
z
0
V) (D
a)
C—/)
4-J LLJ
U
0 LU
C_W
0
cq
U0
00
U
(D C1
a M2
E
8
2 '0 V)
C, - 04
00
$
0 (a
r- CL Co
S -00
0 W_
it
Cx
< 0
LO
MD"
N-C-.-D C
T
CIA
01cli
IT 16 tp.
UI
CL
r
z 0)
LLIN
L)
-.11plisis
1�1�
To the best of the Engineer's knowiledge, i mation, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida 8uilding
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
z
0
t-4 C)
V)
Q
>
4-J
<
z
0
a) — Ln
I- U_
cl� 3-
zF-
00
< E
z �i (0
Z F_
LU C)
_j C:)
W %D
Lu
g
0,
z
Lu
2x�
g! 20
Lu 20
t
861
Z8
�ZE
cr-
z
0
-0
ILL
M
2:
x
fu
L_
0
Ln
I=
0
iE
8
93
0
>
0
U
_j
LL
F-
0
0
0 915
0
ej id
Cr
<
LLI
ION
z
Z
LLJ
r*4
Lf)
I u_ 2
Uj 01: t2
Uj
Lii
so
X
<
<
z
LLI
fiz
Ct')
z
Z
0
0
LU
M
z
rn
T-4
0-
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION NO - 2v0
SHEET NO.
7.0
M
DRY
OKING
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
HETA20
1810
9 - 10d x 11/7
HTA20
1615
1585
10 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1615
1585
10 - 10d x 1 1/2"
C—
H2.5A
600
535
10 - 8d
RT7A
670
565
10 - 8d X 1 1/2"
D
H3
1 455
320
8 - 8d
RT3
610
525
8 - 8d X 1 1/2"
E
META20
1450
7 - 10d x 11/2"
HTA20-18
1400
1400
10 - 10d X 1 1/2'
F
HHETA20
2235
10 - 10d x 1 1/2"
G
H10A
1340
1015
18 - 10d x 1 1/2"
RT16A
1380
1160
19-1 Od X 1 1/2% 8-1 Od
H
HTT4
3610
3105
5V ANCH. /08) 10dx1-1Q
HTT4
2715
541- ANCH. /(20) 1061-1/2
i
HTT5
4350
3740
5/r ANCH. / (26) 1 Odxl-1/2'
HTT5
3225
5V AANCH. ) 10dxl-1/2
K
HD3B -
3130
518"DIA. BOLTS
TDX2-TZ
2345
—
2 - 5/8" DIX BOLTS
L
HD58 -
4505
3785
5V ANCH. 31C STUD BOLTS
TDX6
5320
—
2 - 7/8" DIA. BOLTS
M
HD715 *
6645
7/r ANCH. 3/4' STUD BOLTS
TDX10
7845
—
4 - 7/8" DIA. BOLTS
N_
LUS26
1165/1070
1005/915
8 - 10d x 3-
JUS26
111511060**
—
8 - 10d
P—
HUS26
155013335
1335/2820
20 - 16d x 3 1/2"
HUS26
1925/3295
—
(20)16d x 3-1/2"
Q
HUS28
2000/4220
1720/3125
30 - 16d x 3 1/2*
2570/4345
—
30d -1 6d x 3-1/2"
R
MTS12
1000
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-10d x 1-1/2"
S
MTS16
1000
860
14 - 10d x 1 1/2"
MTW16
1195
1005
14-10d x 1-1/2"
T
MTS20
1000
860
14 - 10d x 1 1/2"
M-MM,2n
liar.
1005
14-10d x 1-1/2"
U
MGT/MUGT
3140
3140
22 - 1 Od X (1) 5/8- ATR W/ 5- EMBED W/ SIMPSON -SET-
EPDXY
V
LGT2
2150
1850
(16)16d SINKERS &
(7) 114" x 2-1/4"
TITENS
LUGT2
1850
1810
(16)1 Od NAILS AND
(5) 1/4"x 3"WEDGE
BOLTS
"X"
HTS 20
1450
1245
24-1 Od X 1 1/2"
HTW20
1530
1285
24-1 Od X 1 1/2"
Spi
585
535
10 - 10d
SPT22
685
8 - 10d
SP2
1065
605 1
12 - 10d
SPT24
1030
1
12 - 10d
HCP2
645
555
12-1 Od X 1 1/2'
1
MINIMUM 3"MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE
SIDE OF THE TRUSS, WHICH COULD FORCE
THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS USIP CIA-7000C
NOTE: DOUBLE FELT REaD ON ROOF PITCHES 3/12 & LOWER.
LOADS — ROOF = L / 360 FLOOR = L / 480 W1 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE ARERS & 24"
OC FOR CARPET AREXS
DROP HIP
DETAIL
2-0-0 MA)aUM SPACING ON VERTICALS OF (B) TRUSS
A 11
B)
A
A' I
(+
J\_1 OR 2 ILY
IER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6-)
-FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-).
(B
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3"GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48- OC. (+)
VN�
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 20 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
R
�02ER
INTERSECTIONS. SPLICING
.�POV
T�M
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE T-V ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS
1. (2) 12d TOENAILS EACH SIDE OF FLOOR
TRUSS TO WALL OR BEAM BELOW TYP @ INT.
BEARING U.N.O.
ROOF FRAMING PLAN
SCALE: Y4"=1'-0"
(D f
ce)
0
0
z
<
0
Z
V) (D
Q)
(—V)
4—J LU
U
0 LU
V)
E
0
LU
0
E
8
a C14
0 0
g:S
LL
= -co
0 M
mo
J'd
< 0
LO
d
A I
RD.
N C-13�1) c
IV
RC,j 0
Z
ALM I-
0)
Am- LL
Uj
atJ6—
&L
To the best of the Engineer's
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
Z r-4
0 cu r-,
1-� 4-j C�
In 1 5 1,41
> Q
C:)
4-3- N
V) M Ln
0
LL
U CL 00
z
. E
Z
z
WLU
-j 0
z,<
8
-z
ai L)
zz �
�jz
Lu
0
8
z
0
>7, Z8
0
L0
cr_
Z
N
L0
LL
x
14 3:
r-4
0
0
0
—j
LL
I LLI
0
Z,
0-1
0
r*4
cr_
uj
os
z
Z
LIJ
r14
Ln
U.
I':
<
11��
z
z
C�o
t2 z
z
z
=)
0
5
LU
z
-
rn
T-q
IL
tn
z
SCALE AS NOTED
DATE
2/24/2014
TECH:
ERAND
VERSION NO - 10
SHEET NO.
7.1
GENERAL INSTALLATION N TES
1. Provide full mortar head and bed JoInts.
2. Shore filled lintells as required.
3. Installation of lintel must comply with the architecture[ andfor structural drawings.
4. U-Untels am manufactured with 5-1/2" long notches at the ends to accommodate
vertical call reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lIntels 17-4" and
longer with a nominal height of 8" meet or exceed L/1 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -In -place concrete may be provided in composite lintel In lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04.
11. The exterior surface of lintelis installed in exterior concrete masonry walls shall have
a coating of stucoo applied In accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcall (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load <1 0
Safe vertical I Safe hoftorftl load — .
GENERAL CONCRETE LINTEL SCHEDULE
8F8-1B/1T 8F8-0B/1T
(& 9
APPROVED UNTEL MANUFACTURERS: CASTE—CRETE, QUAL1TY
0
8RF6-0B/1T
0 0
Lj
0 0 0 0
8
1 B/ T8RF14-OB11T
9F16-012111 8F16- 1T
8F44 1B/1T8F40 1B/1T 8RF40 0B/1T 8F32 1B/1T
F = FILLED WITH
GROUT /
U = UNFILLED
R = RECESSED
QTY. OF #5
REBAR @ BOTTOM
OF LINTEL CAVITY
8F16-
B/1T
I
tNOMINAL.
QUANTITY OF
WIDTH
#5 REBAR AT
NOMINAL
TOP
-
HEIGHT
MATERIALS
1. rc PiZIRTntsls = 3500 psi.
2. fc prestressed lintells = 6000 psi.
3. grouted per AS7M C476 fg = 3000 psi w/
4. maximum 318" aggregate and 8" to 11" slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
minimum not area ocimpreselve strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
Pres"saing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A51 0.
8. Mortar per ASTM C270 type M or S.
11111, - �B
--E
%
0 0 0 0 090
8F20-0B/1T 8F20-1B/1T W20-113-2T
(a A 9
Mr-
a E
is 10�:
0
8 on
0 R
E
&EWA
WI
8F24-0B/1T
9
�Japrm
CaEliiim
E
- U10
8F24-1B11T
Q
REBAR AT TOP
IN. (1) RECID
i ALTERNATE POWERS
4 fl-ir.
LEAR
STEEL LINTEL
4
4 .4*—C.M.U. #5 REBAR AT TOP
A MIN. (1) REaD 1-1/7 CLEAR
4 P
4 GROUT
>
A
-45 REBAR AT
V Wi
BOTTOM OF
W.
LINTEL CAVITY
-BOTTOM
Lu
0: 0
Z_�
IrACTUAL REINFORCING
PROVIDED IN
MINAL WIDTH LINTEL
<
LL
7 Pa Rf
> >
L,
�'
(VARIES)
(WE
L
LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
2x8 #2 SYP STUDS @ 8' O.C. W/ (2)
USP MSTAM36 STRAPS EACH STUD
((1) STRAPS EACH SIDE) CENTERED
W1 (13) 10d NAILS & (8) Y4"TITENS
OR
(2) 2x8 #2 SYP STUDS @ 16' O.C. W/
(4) USP MSTAM36 STRAPS ((2)
STRAPS EACH SIDE)
2x8 #2 SYP P.T. BASE PLATE
W/Y2* EPDXY ANCHOR OR Y2"
J BOLT W/ MIN. 7" EMBEDMENT @
32"O.C. & 6" FROM EACH END
16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturees specifted" for installation.
2. Contractor to provide proper protection of lintel to prevent n0ting
Refer to manufacturees speciftations.
3* If lintel Is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required at top
am lintel plan/detalls for bottom steel required.
S. A bonding agent must be applied to the Steel Box fintals prior to
applying the cennerittilucis costing. See contractor specifications
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
ot SEE PLAN
w TMALL
8' KNOCKOUT COURSE
W/ (1) #5 CONIT.
SEE PLAN FOR FILLED CELL
SPACING
WALL SPLICE DETAIL
SCALE: 1" = l'-O"
5'-8" LL
LINTEL PLAN
SCALE: Y4"=1'-0"
0 va
z co
P,
Z cog
z
Z
V) (D
(1) C—n
4--J LU
U
0 LLJ
V)
U1)
C)
LU
mom
4)
0) cl)
C 0 ce)
Lo :F C24
0.90
:6 LL 00
z -00
0 cc
0) J.,
CL
<
U) 0
Ci
a De
N-C-11-D-C
f4 4
0!
0
z
A
0-i
0
<
04
t-
C',
41 **JyjII I
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
Z f -4
0 0) N
1--i :Lj C:)
(n =3 t.0
> Q
4-J
M Ln
0
CU — In
36- LL
CL
M
61 CL 00
z
Z E
z § M
UJ C)
_j C)
W
'ID
85
Z'<
a:
wo
z
0 uzj
LU C-4
M�*
8 tnu
z
Ln
z
0
-0
N
Lr)
>
0
U
CL
LU
C-4
F—
Z
<
� 98
50,
ej [.-, 2
Buis
Z
Z
LU
CN
C'J
Lt*)
S�Qc
U. 0
C,-,Y '71" �
'0
Lij
di
X
-
ZV <8
co
11.0
X
<
ZZ
<
z
jy;�- 8
SLU=
0
t7u
Uj
z
_10
< rn
rn
z
-SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION NO - 10
SHEEr NO.
8.0
NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR'PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31 ST. 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACO-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SB)9 DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR
CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY NTH ANSI
Z97.1
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) A80VE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.936 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524
MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE
TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE
DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR
WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN
THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7.
5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF
THE GLAZING 36 INCHES 12 INCHES (914 1 MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A
HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1
INCHES (38 MM) IN HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN
THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER
HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR.
7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION
R308.2.
8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE:
9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR
IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING;
AND
9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
SPECIFICATIONS
1. CONSTRUCTION:
1. 1. 1.
ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-11, ASCE 51TMS 402-11 & ACI 530.1 -11, ASCE 6rrMS 602-11
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-07a, C90-06b & C9"5 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA RESIDENTIAL CODE (FIRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014)
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN', BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE
TRUSS PLATE INSTITUTE TR11-02.
1.2.
DESIGN:
1.2.1.
ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-11, ASCE 5fTMS 402-11 & ACI 530.1-11, ASCE 61TMIS 602-11
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-07a, CM-Mb & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLk REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF
2.1.4.
1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOP CHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9,
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSIF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SFD-EWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEMS ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEMS ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLIF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1.
WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad. (2014),
AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE 'C', IMPORTANCE FACTOR
"I"= 1.0. ENCLOSED BUILDING
2.4.2.
NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSIF TILE
2.4.3.
WIND LOAD DETERMINATION BASED ON ASCE 7-10
2.5.
DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES
THE SPAIN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WIL
TOTAL DL + WIL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED,
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Kai
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20*.
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C+P CONCRETE FORMED AGAINST EARTH:
3"
C-1-P CONCRETE EXPOSED TO EXTERIOR:
C+1P CONCRETE NOT EXPOSED:
GROUT FILLED MASONRY:
y4"
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-1 85 / A 185M-07
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE)
ACI 530-11 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
CONCRETE TYPE
MIN. 28 DAY
DESIGN ft)
MODULES OF
ELASTICITY
DESIGN (E)
C4-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-PCONCR E (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Kill
C-1-P GROUT
3,000 Psi
3,122 Ksi
4.2.2.
CONCRETE SHALL CONSIST OF 1* MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6AND 7 AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE NTH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
3 1/2'MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.2.7.
CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL
ACI- MCP 2011 STANDARDS.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Fm = 1,500 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTMI C270 TYPE"S"FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI
ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KS1
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2,
STUD QUALITY OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
SHALL BE APA RATED STRUCTURAL SHEATHING 15/32* EXP 1 OR 7116' STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE -DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE
ANSI(TPI 1-2007, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/fr OVER METAL LATH. FIRST
2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8"THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R706.6.1
4.5. EASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 461(si
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsINTH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162*.
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE NTH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDEDXBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7 BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc: 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH XI.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36136M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING'. ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL:
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION
R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substentiatiss the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 . FRC R318.1 - "A rmanen:t I' n which identifies the termite tzatment provider
and need for re-litpection treatment contract renewal shal be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. 1 1 gorV I Id feems includi an
m=s's"h' 'rr%'be installed WlInI -0 of the building side wall.
spray all
4. FRC R318.7- To provide for Inspection for termite infestall be�een
wall covering and final earth grade shall not be less then 6 1% has
Exception: Paint or decorative cementitious finish liess than 5/8"
thick adhered directly to the foundation wall.
5. FR R301 Initial treatment shall be done after all excavation
anC&Is complete.
6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. IFFIC R318.1.3 - Boxed areas In concrete floors for subsequent installation of traps
etc., shall be made with permanent metal or plastic forms. Permanent forms mutt be
of a size and depth that will eliminate the disturbance of soil after the initial Vestment
8. FRC R318.1.4 - Minimum 6 mill vapor retarder must be installed to protect against
rainfall dilutign. If rQin 11 occurs b6fore vapor retarder placement
retreatment is requiv
9. FRC R 18.165 r a a meter
must b3
Orem
,Wlong th foundation per!
10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-V of the structure side*bIls.
11. FRC R318.1,6 - An extedgr vertical chemical barrier must Oe installed
construction is complete, including landscaping and irrigation. Any soilliswturbed
after the vertical baffler is applied, shall be retreated,
12. FRC R318.1 - All buildings are required to have pre -construction treatment.
13. FRC R318.1 - A certificate of compliance must be Issued to the building department
r�a licensed pest control =ny before a certificate of occupancy will be issued.
e certificate of compliance 11 state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatmem is In
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services!`.
14. FRC R318.6 - After all work Is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
WORST CASE DESIGN PRESSURE TABLE
BUILDING DATA
WIND SPEED (ULTIMATE)
140 MPH
WIND SPEED (ALLOWABLE)
108 MPH
WIND EXPOSURE -
'C' (FRC R301)
INTERNAL PRESSURE COEFFICIENT=
0. 18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 6-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
140 MPH
+ 29.7 PSF / -39.6 PSF (END) U.N.O.
CONSTRUCTION
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.
TYPE: 513
GARAGE DOORS (V = 140 MPH)
SINGLE 9x7
+26.3 PSF / -29.8 PSF
DOUBLE 160
+25.2 PSF / -28.1 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" %" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1V
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCEFROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
in
z §
z
<
z
V) 0
a) C-/)
4--J uj
0
V)
0 cv)
V)
go
m
E
'a C14
000
r- CL Co
so
CL o
C,
in
N, 1, 1), C
'W
X.,�
, In,
0,
ovs,91"
"
(D
r
A#
z
U_
LULJ
CV
Z
00 _2 Z
z 2
LLW
To the best of the Engineer's knowledge, inforTmation, and
ntai �n
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
C)
C)
Z C14
0 (V N
0-4
C)
Lt) t.0
> M c)
p
rn
N
f0 Lr)
(A
W 0 Ln
L_
zF- C)-
3- OL 00
z § E
z
LU C:)
_j 0
W
ZI
':it
OX
5480
!9 z
0 u.1
C/)
Uj
ul!;
6 IN,
zz
z
0
2
Ln
z
(U
>
0
U
F-
0
W
V-1 12 ZO
Igg
F-
OM
r-4
N
Cf)
z
C%4
Lu
z
UJ
Ln
0
i5 65
<
z
�H
z
co
Z
Z
Uj
CY
(1) z
0
M
0
rn
V-4
:5
10-
z
W
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION NO 10
SHEET NO.
SN
CORNER OF
HOME
GARAGE SIDE
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE 0i
. . . . . . . . . . . . N . . . . . . . . . . . . . . f- + ,
+ 4 . . . . . . . . . E? . . . . . . . . . . . . . . + +
. . . . . . . . . . . ED .. . . . . . . . . . . . . . ... .
-4- + . . . . . . . . . . . . . . . .
+ + +
+ 4 + +
V-0- 6-0-
-0. (TYP.)
+ +
. . . .
+ + +
+ 4 + + + + + + +
+ _0" (Typ)
+ + + + + + + + 15132"CDX
C13 + 4 . . . . + + PLYWOOD OR
+ + +
. . . . . . 1� \ . 7/16"OSB
+ 4 + + + + + + + + + + + + + + + + + + + +
+ 4 + + + + + . . . + + + + + + + + +
+ +K++++++ + \+ + I
_+ +L. 4_z
\-RIDGE LINE
140 MPH (UK) 3 SECOND GUST EXPOSURE "C' WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C"WIND ZONE
8d RING SHANK NAJLS @ 6' D.C. & 8d RING SHANK NAILS @ 6- D.C. EDGES &
4' D.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6' D.C. INTERMEDIATE
0.113 INCH NOMINAL SHANK DIAMETER
0.113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
rFOR8dRINGTH K NAILS 0.1 13X 2x 3/8" RING SHANK COIL'GUN NAILS MAYBE USED
NOTE: I
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
Thickness
Filler Block Thickness
Series
5000s 1.8/1.7
3/4" or 7/8"
wood panels
Two 3/4" wood panels or 2 x
1-1 /8" or two 1/2"
6000S 1.811.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-118" or two 1/2"
6500s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
—
1-1 /8" or two 1/2"
602.0
wood panels
2 x — + 5/8" or 3/4" wood panel
902.0
2 x — lumber
1
Double 2 x — lumber
DOUBLE JOIST CONSTRUCTION
(Not required If both loaded equally from above)
Filler blocking
I.,
1/8"gap
FILL CELL—\
STD. 90* HOOK BOND BEAM
-`
V)
.... . ... ... . .. ......
1��-
. .. ............ .....
ix
STD. 90*
CONT. #5
CONT. #5 HOOK
BAR
BAR
#5 CONT.
.............
... I .......
.........
............................
........ aaaaa�
............
............
........ ...
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D PLYWOOD FLOOR
COLUMN AND SHEATHING PER PLAN
CONNECTION TJI TO BE CUT TO ALLOW
FOR BLOCKINGrrJI
MASONRY WALL OR
AD
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts
STUDS
above to bearing bet
SECTION @ INT. BRG. WALL
N.T.S.
1/8" min. Small gap 2" min.
I
2"max.
"max.
Clinch nails
when
possible
1 Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2"min.
4) Place joists together and nail from each side with 2 rows of I Od nails 4" max.
2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or
, 6
6-16
- Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Y8"GAP @ TOP sides by 6". - Hangers with sides not containing
top flange of Joist WEB STIFFENER
- Birdsmouth cuts.
DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S.
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 pif max along load bearing wall.
Load bearing wall must stack
over squash=20 blocks and
*Non -stacking walls wall or beam below.*
require additional
consideration. Check
local building
0,
w
code for appropriate
details in One 10d box
areas=20 of high Zor-20sinker
lateral load. nail each side
101-0" at bearing.
7 t 1_75�
T—ANK-LESS
H C G
000
51-0"
STUB -OUT FOR
9
GAS METER 0
C14
• MEASUREMENTS ARE FROM FINISHED FLOOR
• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4' @ 16' O.C.
71-511
(2) 16d TOENAILS
2" X 6- @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2" X 8' @ 16' O.0
13'-9"
(3) 16d TOENAILS
T X 10. @ 16"O.C.
16-5-
(1) USP HTW20 OR (3) 16d TOENAILS
2 - X 12' @ 16' O.C.
19'-3"
(1) USP HTW20 OR (4) 16d TOENAILS
2' X 4"@ 24- O.C.
6--l"
(2) 16d TOENAILS
2" X 6' @ 24- O.C.
81-6"
(2) 16d TOENAILS
2" X r @ 24' O.Cs
11 1-0"
(2) 16d TOENAILS
2' X 1 (r @ 24' O.C.
13'-(r
(3) 16d TOENAILS
2- X 12' @ 24' O.C.
15' 4"
(1) USP HTW20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Squash block
__J(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam
KNOCKOUTS) ALLOWED
IN BEARING ZONES
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
I InA 3" (1 f1d) nak at R" n r
Q� Provide adequate bearing
for each lapped joisL
Od nails
SECTION @ INT. BRG. WALL
N.T.S.
MINIMUM SPACING 2x GREATEST
DIMENSION OF LARGEST HOLE
D (KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
L
Web Stiffener Fastener Schedule
Joist Bearing ocation
Series I Depth End Intermediate
BCI 5000se
9-1/2"
11-7/8"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
-54d--
BCI 6000s
BCI 6500se-14"
9-1/2"
-7/8"
2-8d
2-8d
2-8d
3-8d
2-8d
5-8d
16"
2-8d
6-8d
BCI 60iw
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 9068
3-16d
3-16d
--7/8-
�
-
d
6-1 6d
higher than 1 5001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 pif max. along bearing wall
Required on interior walls for vertical load transfer Plumbing
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Joist
IF-When joists meet over wall, provide
1 3/4" minimum bearing for each. I -Joist can be offset
Use 1063"nails at 6"o.c. for all joist
blocking panel *Non-staddng walls
require additional consideration.—
T6
to O—
-0
A LARGER THAN 1V
A %" ROUND HOLE MAY 6"r' 6 -DO NOT CUT HOLES
ERE IN
CANTILEVER
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE
FROM OTHER HOLES CANTILEVERS.
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN lY2*
8
I,-(r
1!-1*
1'-7
11!-�
I'L-3'
It-3'1
V-7'
1!-1117-4'
Z-9'
3-7
3 -7"
ArTy 16' lost 12
T-9-
1!-I"
T-2-
V-2-
�1�3'
T-W
2-4'
2-11"
3-7
AC-21
4-91
6--c
Sp!?n 16
I -a'
V-11"
I'-Z*
V-2
V-7-
2-T
3-7
3-10"
4-W
9-7-
6-4*
7 -7
20
I-U*
I'1"
I'-Z'
V-7'
2-T
"'
4!-U'
W-10" 6-11"
6-11"
7
1 24
11-01
11-11*
11-21
1�_3!1
7-6-
3-7-
A! -CV-
Q-Inl-
-
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. IY2' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %2" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
up to 3
to avoid
vertical plumbing
3"max
JOISTS OFFSET
N.T.S.
USP
MUGT15TYP.
THRU
5/8-0
BOLT
MUGT15TYP.
IDER TRUSS
2X TOP PLATE
2 X B.U.0
TYPICAL USP MUGT1 5 TO
BUILT-UP COLUMN DETAIL
TYPICAL HUS INSTALLATION
AIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL HTA 20-18 HTA 20
INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
t�d -4
go
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
Install tight to top flange.
SLE':EVE THRU STEM
SEE PLAN FOR
Joist hanpe
FOUNDATION INFO
STEM FOUNDATION
Fill
bl
k
F- GRADE
r-REINF. SEE PLAN
.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install fight to top flange.
:V14'�-2"gap_
Backer Block
"Top Mount" "Face Mount"
Becker block shall be fight Backer block shall be fight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4%2"gapatbattornaftop
flange. flange.
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
//"height
eb stiffner as
re .
requirements
0.6 X Joist
depth�O
�O
I -JOISTS BUCKETS
N.T.S.
A:
L1.1;=,4
(2) #5 REBAR
4C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
HTA 20-18 HTA 20
INSTALLATION @ MID SPAN
NOTE:
LOCATION OF UPLIFT VALUE
SECOND RT16 IS BASED ON
S.P.F.
USP RT16 USING
16-8d x1 1/2" NAILS
UPLIFT 1030#
TYPICAL RT16 INSTALLATION
TYPICAL MTW INSTALLATION
TOP (2) #5's x 4' Ow
CENETERED @ PI�E
PENETRATION�
PLUMBING LINE
PVC OR SCH40 SLEEVE
SEE FND. PLN.
SIZE & REINF.
12"BELOW
PIPE VERTICAL THRU FND.
GRADE
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
@ PIP
CENETERED E
PLUMBING LINE
PENETRATION
I
L
Al 'A
2�
A A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENETERED @ PIPE
PENETRATION PLUMBING LINE
Fl-
A P/ -
AV .i:�
SEE FND. PLN.
SIZE & REINF.
0
Z co
— 0
Z
z
<
L
z
Ln 0
4--J LU
U
0 LU
Of
E
0
a M C',
E
as
T :20 cR)
00.
$
:E u-
:3 -
0
co C,
< 0
M
u') �:s
01 C;
1 1
A
8 D
11 C,11*D,C
5v
%
I.. Z
41 C4 0
Le
law 10-1 0
A
,�.s
WL
W
61
-f/11 04,
1111i'l
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Co de Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
CD
C,
z r*4
0 W r-,
4-J C)
Ln *5 %D 0
> (n rn CD
z
0
cu — In
U_
M
CL 00
<
z
z
C)
WLU
_J C:)
0
WO
'z <
E 00 0
z
CJ3
UJ
z
In
0
z
C)
-0
z
2:
M
2:
0
(1)
>
r14
� Lu
L)
::1
IU- R ZO
w
Ir
0 id -1
f-4
Cn
<
z
UJ
z
ILIJ
r*4
Ln
Lli
NO
<
z
ko
Z
Z
t
z
0
LU
R
z
UJ
0-
U)
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION NO.
2 no
SHEET NO.
SN 1
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.
I - 1
12
(TYP.) VARIES
rV8"OR 1/2"HIGH--
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE "X"@ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS @ 7' O.C.
CEILING& 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL-J
NAILER
STD. 90-HOOK (SEE DETAIL
2x #2 SPF STUDS -
@16- O.C. W/ (2)
16d TOENAILS T & B
2x P.T. PLATE
(1) ROW 2x BLOCKING @ MID
HGT. FOR WALL HGT. -5 8-1
ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6".
1/2' GYP. WB (MIN.) @ GARAGE SIDE IF ;2!
APPLICABLE.
1/4" DIA. X 3 1/4"TAPCONS @ 24' O/C & d
@ 6" MAX FROM END OF 2 x PLATE
(1) LAYER TYPE 11 (#30) kz) ffa %.,UN I - UI a - 6 x 6 W1.4 x WIA
UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
PITCH >4:12
(2) LAYERS TYPE I OR TYPE 11 1
(#15 OR #30) UNDERLAYMENT A
FOR ROOF PITCH 4:12 OR LESS.
X___�PRE ENGINEERED WOOD
TRUSS @ 24' O.C. U.N.O.
HURRICANE ANCHOR @ EACH
8"
TRUSS (SEE UPLIFT SCHED.) W/ Sr
METAL PL, UNDER EA. TRUSS
/--"--MOISTURE BARRIER TYPICAL INTERIOR BEARING
-SHINGLE ROOF
//,��7/16" 0 * B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G
NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0"`
SN1
FOR ADDITIONAL SLAB
ELEV. VARIE INFORMATION.
ALUMINUM DRIP
A
E III L
DGE
UMINUM FASCIA
9Y-QHR;:AQr'IA
8"x8"x`16" NOMINAL BLOCK WITH
3/8"MORTAR BETWEEN COURSES
GARAGE SLAB AT STEP
SCALE: 314"=V-0"
1/2"OR 7/16" OSB MIN. PLYWOOD SHEATHING -
NAILED W/ 8d COMMON NAILS @ 4"O/C
SEE SOFFIT /-2NAx S.P.F. S S 16"O.C. BOUNDARIES, 6' O/C EDGES, AND 12' O/C FIELD.
SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
131 nrIvikif,
5/8"OR 1/2"HIGH STRENGTH
BOTTOM CHORD OR 2x4 BLOCKING
(U.N.O.) (OR %" GYP. TYPE"X`@
W/ 2-16d TOE NAILS @ EACH END
5/8"OR 1/2w HIGH STRENGTH
GARAGE W/A HABITABLE ROOM
(U.N.O.) (OR Ys' GYP. TYPE W @
ABOVE)
EE UPLIFT SCHEDULE FOR UPLIFT
GARAGE W/A HABITABLE ROOM
CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
ABOVE)
S.P.F. DOUBLE
TOP PLATE
TRUSS ALIGNED WITH STUD BELOW
S.P.F. DOUBLE
USP SPT24
TOP PLATE
CONNECTOR
S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O.
USP SPT24
1/2"CDX PLYWOOD OR 7/16" O.S.B.
CONNECTOR
SHEATHING REO'D. FOR ALL
1) ROW 2x BLOCKING @ MID HGT. FOR WALL
EXTERIOR OR SHEAR WALLS AS
HGT. < V-15". (2) ROWS 2x BLOCKING @ 3rd PTS
INDICATED ON THE PLAN. ATTACH
FOR WALL HGT. > 8'-6".
SHEATHING W/ 8d COMMON NAILS @
4- O.C. @ BOUNDARIES, 6' O.C. @
NSULATION PER CHART ON FLOOR PLAN
3/8" MORTAR BETWEEN
EDGES, AND @ 12' O.C. @ FIELD
Q1 AP1 121 nrV
00 00'r1)13,1^K1KI0frf%Q
TRUSS BOTTOM CHORD OR 2A BLOCKING W/
2-16d TOE NAILS @ EACH END
SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS. PROVIDE (1) USP HTW20
WHEN TRUSS ALIGNED WITH STUD BELOW
,2'x S.P.F. (OR EQUAL) STUDS @ 16' O.C.
U.N.O.
---(1) ROW 2x BLOCKING @ MID HGT. FOR
WALL_HGT. < V-6n. (2) ROWS 2x BLOCKING
@ 3rd PTS FOR WALL HGT. > 81-6".
-_INSULATION PER CHART ON FLOOR PLAN
5/8"* x 10" "J" BOLT @ 24" O.C. W/ WHO x 10" RI BOLT @ 24" O.C. W/
2"*x3/16" PLATE WASHER i(TYP.) 2"x3/16- PLATE WASHER (TYP.) v
ELEV. 01-0" (ALT: 1/2"xl 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2"TITEN HD @ 24" 2x P.T. BOTTOM PLATE
I
R 6
OL O.C. OR 518"xlO'WEDGE ANCHOR x 6 W1.4 x W1.4 O.C. OR 5/8"xl O'WEDGE ANCHO t F� x 6 W1.4 x W1.4
A.F.F. @ 24"O.C.) 2" WWF OR FIBERMESH @ 24' O.C.) 211 WWF OR FIBERMESH
3 "MIN. 31/2"MIN.
ELEV. -0' 3 1/2"
A.F.F. o�
U_
1/2"(min.) 1/2*(min)- 4"
C14 co A 0*
rk3 1/2'(�min.).-4��
(2) #5 CONT. 8.
4* 1140 E_j
U.N.O. MIN.
TYPICAL BEARING WALL @ STEP fic"y" SHEARWALL rc
"SHEAR WALV SCALE: 3/4"=V-0" � S3
-Cpw A
.10
EXTERIOR WALL
8"C.M.U.
lfq nvvvo vr-&A
THIRD POINTS
-2x STUDS @ 16" O/C
2'
8"x8"X16"KNOCK-OUT
1"x P.T. STUD
ULATION PER CHART ON FLOOR PLAN
L
BLOCK W/ 1#5 CONT.
FILLED SOLID WIGROUT
#5 VERT. IN FILLED CELL
I
7/8"STUCCO FINISH PER ASTMI C. 926 APPLY 3
`
"TH'
SEE CC/S3 OR
:3/16'
S A
L A' E OT L 7/8" OVER
G/S3 FOR ANCHOR
K
5/8"* x 1 0""J" BOLT @ 24' O/C W/ 2"X 3/16'
M E L S
M ETA LA H, FIR T 2 LAYERS 3/8' THICK EACH.
CONTINUOUS TO FOOTER BELOW 90 FlOOK DETAIL
-8"C.M.U. TYPICAL
BOLT INFO.
5/8-41, 7 BOLTS BOLT
PLATE WASHER TYPICAL
L
3RD AYETR THICK
/8"
K.O. BLOCK
rYPE"S" MORTAR
(IF NO UP LIFT ON
3
WALL SEE GG/S3)
------
@ 24' O.C. VERT. OR
5/8"x6"EPDXY BOLTOR
9 11A"-'1-l1AN'rAl3f1r%KlQ
MIN. 2500 PSI CONCRETE SLAB W/
/-USP SPT22 @ EA. STUD
FINISH
1x2 PTWD FURRING @2!4'0.C.-/,
1/2"GYPSUM WALLBOARD
#5 VERT. IN FILL
U.N.O.
CELLS(SEE
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4�'x4w INSPECTION
31/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONIC. SLAB
m
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
/-NOTE:EXTEND
Wl.4XW1.4 WWF OR
DECO FINISH 4"to 6"
"FIBERMESH"
BELOW GRADE
Al.
;0
6 MIL VAPOR
BARRIER
COMP. SOIL.
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D1557)
3'
MIN. CLR.
(2) #5 REBAR CONT.
ON 3" CHAIRS TYP.
1-4-
STD. 90 HOOK (SEE
.4-1
U.N.O.
DETAIL)
TYPICAL WALL SECTION
A
SCALE: 3/4"= V-0"
'\_, �3
OPT: DEPRESS SLAB 5 Y2" DEEP
AND 6" BEYOND DOOR TO -
RECEIVE PAVERS / DRIVEWAY
CONCRETE SLAB--\
*USP SPT22 TYP. -
MONO OR STEMWALL-
FOOTING MONO SHOWN
FOR CLARITY
NOTE:
*FOR BEARING WALL
W/ UPLIFT ONLY
k 1
SPACED EVENLY
6 x 6 W1.4 x W1.4 WWF OR
/-LA r. 1. rLA I t:
20' MIN. LAP 12,P MIN. LAP]
#5 REINFORCING
2x P.T. PLATE
FIBERMESH
I
EEP SCREED INSTALLED
BAR -------
ASSUMED FINISHED
e
E
PER MANUF.
N'�'-#3 OR #4 REINFORCING BAR
�GRADE
a-
!Z!!
z
FINISH GRADE tO
GRADE 40 MIN. Fr 40ksi
#3 & #4 LAP SPLICE [GRADE 60 MIN. Fr- 60ksq;
25" MIN. LAP [30' MIN. LAP]
72�
6 MIL VAPOR BARRIER 7)�
#5 REINFORCING BAR
90
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
USP SPT22 CONNECTOR
2x P.T. PLATE
SPACE ANCHOR
BOLTS 6" MAX FROM
END OF 2"x PLATE
co
W
W
W
z #51 AP SPLICE (2) #5 CONT�-
0
COMP. SOIL. (COMPACTED TO
95% MODIFIED PROCTOR ASTM
=:I I El I D1557)
4% 111
FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"_17' �,S3_,) SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=l'-
SLAB INFORMATION SLAB INFORMATION.
6 x 6 WIA x W1.4
31/2" WWF OR FIBERMESH
rn.) 1%,
L 4. 'a
v
. ... ... ... .... ..
Lim
IVA Z41:30 --jLT71!0J:A 0
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=1'-0" � S3
- ,� BLOCK WALL BEYOND EXPANSION JOINT I 'I--- BLOCK WALL BEYOND
14" 13" .9
O.H.D. RECESS O.H.D. RECESS _E
'T z
. .7
4" go
4 4"
SEEAIS30RJ/S6-'-
FOR REINF. INFO. L,3' MIN. CLEARANCE
V 4' (1 STORI ) / l'-r (1 STORY w/ DEPRESSED SLAB OPT.)
118' (2 STORI)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1\�, �3
ADDITIONAL INFORMATION.
SEEA/S3ORJI` -11.rMLL���Jg
FOR REINF. INFO. 3" MIN. CLEARANCE
V-4- (1 STC RY)
V-8- (2 STC RY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
1/2"GYP. BD.
P.T. 2x
HOLD GYP. BD.
1/2"FROM SLAB
01-0.
0. CONT. BEAD SEALk
INTERIOR
4. -3 1/2" K
714
CONCRETE NAILS W 11/2
EMBEDMENT @ 12- O.C.
PLATE TO C NCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB
E
1=_1 1 1=TI rf
co) 6 MIL VAPOR
BARRIER
2X STUDS @ 24' O.C. U.N.O.
GARAGE
1/2"GYPSUM WALLBOARD U.N.O.
W/ DRYWALL SCREWS @ 8-O.C.
ON FLOOR PLAN
CONT. BEAD SEALANT
E;r
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
-4 _j I
14-14-
INTERIOR WALL SLAB STEP NON-BRG K
SCALE: 3/4"=V-0" ��S 3
SCALE: 3/4"=T-0" � S3
(1) ROW 2x BLOCKING @ MID HGT.
FOR WALL HGT. 15 8'-6'. (2)
ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > V-13".
-1/2"GYP. W13 (MIN.) @ GARAGE
SIDE IF APPLICABLE.
-5/8� EXPANSION BOLT @24 " O.C.
W/ 7' EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#) d
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
A
36- MIN. LAP [W MIN. LAP]
ON 3"CHAIRS 8" 114" 8"
xx/xxxz
(TYP-)
'----#6 REINFORCING BAR
#5 STD. 90 HOOK
#6 LAP SPLICE
TYPICAL INTERIOR BEARING
REBAR DETAILS
rF
WALL W/ UPLIFT
rG
SCALE: N.T.S.
1\ �3
SCALE: 3/4"`=1'-0"
� �3
VARIES
EE PLAN
11/2" RECESS FOR
6 x 6 W1.4 x W1.4
FRAME -DOWN FALSE BEAM w/ (3)
SEE ROOF PLAN
S.G.D. (U.N.O.)
WWF OR FIBERMESH
10d NAILS TO TRUSS TOP CHORD
FORTRUSS
AT 24"O.C. MAX. x x
x
CONNECTION INFO
A
4
SEE PLAN FOR x
JA
& LAYOUT DESIGN
TOP OF BEAM IV
SEE ROOF PLAN
;0
A
A . A
4
n Vl I VrV%L
BEAM SIZE & C-4
9 Z-2MP.T. CONNECTION INFO A
.04
kTE
1(r
9 O.S.B.
2X4 #2 SYP P.T. FRAMING W/ SEE A/S3/J/S6
MIN 7/16"O.S.B. SHEATHING -ign-plea
COW WGAW z ATTACHED PER NAILING FOR REINF. INFO.
co 0
Uj SCHEDULE OPTION #1
< SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
in
Uj SLAB STEP & RECESS (a) S.G.D. rM
SEE FLOOR PLAN FOR
0'rDHf1'r"0A1 nf%i 11RAKI 0170 SCALE: 3/4"`=1'-0" � S3
0-I FIN. FLR.jk
tt
fv)
& BASE CONNECTION INFO.
SECURE 2x4 P.T. BTM. PLATE
w/ 1/4"x3"TAPCONS AT 8"
O.C.
TRIM PER PLAN
SQUARE CMU BLOCK BASE,
SIZE VARIES PER PLAN
w/ MIN. (2) #5 VERTICALS;
FILLED SOLID
BRICK PAVERS or SLAB PER
COMMUNITY SPECS
Its] kyj 10 19 MAI IT, I I k1k
MASONRY WALL AND
PAD FOOTING
8" MASONRY WALL EXTEND FILL CELLS
TO FOUNDATION PAD �E!6
CONT. FOOTING STEEL:�,
;0 GRADE 4
4..
4
Uj Lij
12' LU 0
W W I IEI I F z
00 _�E 4 il�,ELl FF, 2�
U_ 0 PLINn]
co I Ed I 1=1 1=1 I=-- =1 I M=1 15 F'
OOTIN
IHE -'4' G 0
REYOND
PAD REINFORCEMENT-) 3" MIN. CLEARANCE
(SEE SCHEDULE) FOOTING WIDTH
SEE SCHEDULE
PATIO COLUMN FTG. DETAIL � �N
SCALE: N.T.S. �3_
a
(D !�
z
Z
z
<
z
0
V) 0
a) C-n
4--j LU
0 Lij
U411 0�
9
9
cr)
90
U4)
Fn
OF W 20
M- :2 c"
0.2 C,
:S LL 00
= -00
0 (1)
X
< 0
17) CL
0
a
a <
0 D.
CN
U_
0 0
11L
CC_ -ir
W <
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
C)
C:)
z
0
%0
> a
rn
p
Ltj M Ln
z
a) Ln
LL
00
z
z E
z
LU
W
F_
U)
U-1,
z
uj
LU
_j
Lu
co
L0
Z
?� 8
z
0
-a
14
Lr)
Z
0
0
z
0
98
.0,
UL
1
pfi
Z
Z
LU
r*4
r*4
Ln
0 cc
=1�2
Z.-
_j
V-4
Lij
X
.0z
2P
ro
to
z
u, 8
M
Z
M
0
r�l
:5
LLI
z
Lu
r_1
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION NO 10
SHEET NO.
S3
(MONO)
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
(2) 2x HEADER TO SIT
2x6 / 2x8 WALL BEYOND
FLUSH TO THE OUTSIDE
SEE PLAN FOR HEADER
//—SEE PLAN FOR SIZE
CONNECTION
-----2x DEAD WOOD @ MID
POINT w/ (3) 12d
TONEAILS SPACED
DOUBLE 2x TOP
EVENLY
PLATE -----
2x BLOCKING @ EACH END W/ 10d @
4"O.C. FROM EACH HEADER FACE
TO BLOCKING
2'
4'
T
---(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
V I IA
ARIES O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
12 ,,---SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
SEE ELEV.
TRUSSES @ 24- O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16' O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16' O.C. W/
I '1�
USP SPT24 @ EA. STUD (3) 10d TOENAILS T&B
AS REQ'D
,2x BLOCKING @ MID
OINT EVERY OTHER
77 STU D W1 (3) 1 Od NAI
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2"EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4"O/C BOUNDARIES 6' O/C
EDGES & 8"O/C FIELD
USP SPT22 @ EA. STUD —
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/8"EMBEDMENT
8"X8'rXl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90A HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
KIS4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
TRUSS
FT CONNECTOR (SEE SCHEDULE)
)TURE BARRIER
SCALE: N.T.S.
DIMENSIONS
PLAN FOR FOOTING
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
----VENT R ND FLOOR
1/2" MINIMUM CEMENT FINISH
TYPICAL C.M.U. WALL
STANDARD 3"DIA. TEE
3/4" FURRING STRIPS
THREADED 3"DIA. EXTENSION
1/2"GYPSUM BOARD
SCREW OFF CAP (3- DIA.)
W/ DRYWALL SCREWS
FOR CLEAN -OUT
@ 8' O.C. OR 4d
MIN. EXTENSION FROM
DRYWALL NAILS
EXTERIOR FACE OF BLOCK
WALL IS 11/2" MAXIMUM
EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4"
WALL CLEAN -OUT
SCALE: N.T.S.
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
KNOCK -OUT_ NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1 FOR CONCRETE PLACEMENT
i's
Mill
I
---
III
-
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD ///"—BLOCK WALL ABOVE.
SCRAP MATERIAL --
MOUNTING BASE SHOWN
IN POSITION
—2x6 MOUNTING BASE
G
S4
\
0
FORM CREATES CONCRETE RECESS TO
2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
8x8x16 C.M.U. GARAGE DOOR
GARAGE DOOR ROLLER
11*�
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
SCALE: N.T.S.
OT - TOM 7 0..
CONCRETE BASE FOR TO BE 2* ABOVE FINISHED
113 � F MOUNTI �GB
BLOCK WALL. RECESSED SPACE GARAGE FLOOR.
FOR GARAGE DOOR AND WATER
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
71
7 5/8" 8" 7 5/81, 8" 7 5/8" 8"
INTERIOR
WALL
GL
EXTERIOR
WALL
1STCOARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11- DOORJAMB WALLIS TO BE
WOVEN INTO THE MAIN FRONT TO REM WALL AS SHOWN.
MASONRYLAYOUT
SCALE: N.T.S.
1\ �4
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
-DOOR OPENING --rt
VERTICAL JAM
518"DIA. x V' J-BOLTS AT 6-3/4", 41-3/4", 71", AND 965-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
BOT70M CHORD OR 2A
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
rTRUSS
1BLOCKING W/ 2-16d TOE NAILS
NOT TRANSFER LOAD.
@ EACH END
WALL
4
4 DOOR STOP
W
MOLDING
ca<
0
2x TOP PLATE
V�
GARAGE
2-16d NAILS @ 24' O.C. OR
/F// DOOR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2 x 6 P.T.
2x STUD @ 24"
O.C. MAX.
ROVIDE P.A.F. NAILS OR
2x P.T. PLA1 E EQUAL @ 12' O.C.
STAGGERED FROM BOT.
SEE AJS3 FOR—\
DOOR TRACK
REINF. INFO . PLATE TO CONCRETE
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
t=1 - -
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL INTERIOR NON -
BEARING WOOD FRAME WALL � �j
TYPICAL GARAGE DOOR BUCK rK
SCALE: N.T.S.
1\ �4
SCALE: N.T.S.
1\ �4
4��/Z/bvk
2x CRIPPLES @
16' O.C. W/ (2) 12d
TOENAILS T/B
USP SPT4 W/ (6)
10d x 1 Y2"@ 24"
O.C.
10d NAILS @ 8'—
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENING$
OPENING
2"x4"WALL
2"x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
V-41
(1)
(2)
(1)
(2)
(1) USP LSTA30
41-91
(2)
(3)
(2)
(2)
(1) USP LSTA30
9'-16'
(3)
(4)
(2)
(4)
(2) USP LSTA301
— FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
11_�, 2-ROWS 12d NAILS STAGGERED
@ 12' O/C EACH FACE OR
@ 12' O/C FOR 2'x1 0' OR
3-ROWS 12d NAILS STAGGERED
GREATER HEADER
(2) 2x HEADER SEE PLAN
\—INTERIOR HEADER
BOX HEADER (1) 2X SILL PLATE W/ (2)
12d TOENAILS.
ONLY EXTERIOR HEADERS
(1) 2X SILL PLATE W/ (2)
12d TOENAILS. OPENING
LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS
EACHSIDE
'--2X STUDS TYP.
�io
USP HTT16 TYP. U.N.O. SEE N/,'
HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING
WALLS NOTED WITHOUT UPLIF
P.T. BOT. PLATE
WALL HEADER DETAIL rQ
SCALE: N.T.S.
SPT4
SPT24
O.C.
2X STUDS @ 24
"X10""J"BOLT
@ 24' O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION k2X P.T.
AL'4 PLATE
USP SPT4
TRANSOM FRAMING
SEE SECTION AAIS1 AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
4
USPSPT
SEE TYPICAL WALL SECTION
12
PRE-ENGINEERED WOOD TRUSSES @ 24' O/C
TYP) SEE ELEV.
UPLIFT CONNECTOR (SEE SCHEDULE)
DOUBLE 2"A"S.P.F. TOP PLATE
7/8"STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2
LAYERS 3/8" THICK EACH. 3RD LAYER
1/8" THICK.
/—CRICKET AS REQUIRED
USP SPT24 @ EA. STUD
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4' O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
O/C FIELD
2X4 PT STUDS @ 16' O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
USP HTA20 @ EA. STUD
L
MAIN SPAN
MOISTURE BARRIER
ROOF TRUSS
UPLIFT CONNECTOR
8"X8"Xl 6w K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL---"�
91
W/ STD. 90c HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
SCALE: N.T.S.
PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z W/ (12) 16d NAILS
TOP SPLICE
2 ROWS 1 Od @ 3' O.C. (14
NAILS TOTAL) EA. SIDE OF
4,9. SPLICE STAGGERED
@ 8' O/C
ATTACH ALL -j
EXTERIOR STUDS
W/ �816d TOENAILS
TO P PLATE
NOTE:
BOTI OM SPLIC)
PLATE LENGTHS MUST BE OVER STUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
S4
F= 2240 LBS
USP SPT4-i USP SP SPT4
SPT241
) FFU
Yk-1
_ME�-_��2X TOP PLATE
OVERLAPPING
TRANSOM FRAMING
SEE SECTION AA/Sl
AND BB/Sl FOR
ADDITIONAL DETAILS
RECESS
LINTEL
USP
-NAILED INTO
TRANSOM
FRAMING
USP_
SPT22
SID
//-USPT4
INTO
TRANSOM
FRAMING
SP SPT22
SPT4 [UUSP SPT4
4 2X8 P.T. BOTTOM Pr
E
'J' BOLT @ 24' O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
C
—I Od NAILS @ 6'
STAGGERED
J-BOLTS @ 24' O.C.
MAX
—2X P.T. PLATE
TRUSS ABOVE
F 2X BLOCKING
-(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X10"J-BOLTS
@ 2'-(r O.C.
-MASONRY WALL
C
SPT4
I Od NAILS @ 4" 10d NAILS @ 6' O.C.
A
STAGGERED STAGGERED
r_r__
0 ' RANSOM FRAMING
BEYOND.
L PLYWOOD
SHEATHING
PLYWOOD FASTENED TO TRUSSES 0 rE -N
WITH 8d COMMON WIRE NAILS @ 4- S4
O/C BOUNDARIES 6"O/C EDGES
L
& 8"O/C FIELD
SPT4
2X8 P.T. BOTTOM
PLATE
I-------
L518"xlO""J" BOLTS @ 24"O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
—PLYWOOD
o SHEATHING
o
MASON o_�-5/8"X10"J-BOLTS@24"O.C.
WALL BELOW o MAX. (MIN. (2) PER BOTTOM
o PLATE)
ALTERNATE,
5/8"DIA. ATR EPDXIED
vi
MIN. 6"INTO BOND BEAM
@ 24- O.C.
FRAMING DETAILS ABOVE ENTRY /Oo' �R
SCALE: N.T.S.
(D
z co
8
0
tAmook
z
<
1
z
0
V) (D
Q) C—n
4—J Uj
(0
U
0 LU
CLI
(Jr)
E
0
0
0) ce)
In i,._
00
r--
LU
aimE
pf
MCI M
2 -
C,
U_
0
Cl) Mo
<
0 v
A
ED.
N-C-B,D*C
IF/
/T1
I--
AN
R
d -;Z,
r
;Fpz
M% .12
we
dft A
IL,
C(
14t_11
,
N
N
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
I
0
Z C-4
0 aj r--,
4-0 C)
Ln 15 %D
CD
> C)
4-r N
< (n M Lr)
th M v-
z
0- in X N
,u
U_ Ln
CL
>� �
M .q
cl� U 0.00
z
<
E
z
z IT
LLJ
_j
W
%0
I-
0,
ce
g
g T.
N
0 �@
z
zz
z
0
-0
T
N
Ln
0
Cl)
;;Fc
uj
61 .
I
< P
PR;
2
rj
LU
N
z
V,
r4
0. 9
z
LU
117114
Ln
-0-
0 6�
8<
Lij
x
I
2 uj
?k <
8
fn
<
z
z
z
0
z
LU
0
uj
rn
V-4
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
ON N
VERSI 0' 10
SHEET NO.
S4
I I
Lull I A lAlul
SEE STRUCTURAL NOTES AND
TOENAIL W/ (2) 16d NAILS
NAILING SCHEDULE FOR
SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS
SHEATHING DETAIL
2"x4"OUTLOOKER
@ 24' O.C.
7
NAILING SCHEDULE FOR us P RT16 OR EQUAL @
TOPCHORD
SHEATHING DETAIL EA. OUTLOOKER
2"x4"
OR
BLOCKING FOR
1
OUTLOOKER
FIRST FOUR
I
@ 24- O.C.
ROWSOF
45* t
24" MAX.
TOP CORD BLOCKING
41*,l
45*t
2X4 CONrL" BRACE
TRUSSES @
OR
FOR FIRST FOUR
FASTENED W/ (2) 10d
EDGES OF 2x4 CRO98
BRACE
EQUAL @ EA.
ROWS OF TRUSSES @
.///-3'@
2,C'O/C. CMID
SHEATHING APPROX. 8" FROM
OUTLOOKER
EDGES OF
HEIGHT
TYPICAL @ RIDGE FASTENED AT
"V BRACE TO EXTEND
SHEATHING TYP.
2X4 KICKER
N4,KIFKER
x
EXTEND @ LEAST 90% OF
48" O.C. EACH JOINT W/(3) 10d
MAX. & (2)10d TOE NAILS @
AT LEAST 90% OF WEB
2x4 CROSS BRACE
8 _0 O/C .
@ 8'-O"O/C.
@
�o
WEB LENGTH & NOTCH @
EA. END @ 48' O.C.
LENGTH (SEE TABLE)
APPROX. 8" FROM
BOTTOM CHORD (SEE
2x6 P.T.
GABLE TRUSS
RIDGE FASTENED AT
TABLE)
SILL
1/2" CDX PLYWOOD OR
r
EACHJOINTW/(2) 10d
USP RT3A WITH 8-8d
7/16" OSB SHEATHING
& (2)10d TOE NAILS
EDGERTP
_j
ATTACHED W/ 10d
EA. END
7
BLOCKING
NAILS @ 6"O.C. EDGES
GYPSUM WALL BOARD
GABLE TRUSS
AND 12"O.C. FIELD
2'x4' PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR
1 OdX3' @ 3- O/C
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
7/16"OSB SHEATHING
3
=_
THROUGH CHORD
CORD ATTACHED W/ (2) 16-d TOENAILS
ATTACHED W/ 10d NAILS
INTO 2"x6" P.T. PLATE
2'x4' LEDGER (MATCH BOTTOM CHORD
@ 6- O.C. EDGES AND 12'
2x47"ONTOPOF PANE BLO
WEEP SCREED
SLOPE OF ADJACENT SCISSOR TRUSS)
O.C. FIELD
FASTEN WITH 1063" @ 4- O/C SPACED
INSTALLED PER MANUF.
2"x6" P.T. SILL
NOTCH "L" BRACE HERE
@ 48' O.C.
MOISTURE BARRIER
5/8"x10""J"BOLT@48"O.C,
WEEP SCREED
518'�(10- 7' BOLT @ 32" O.C. MINIMUM 6- FROM
-
USP HTA20 OR EQ. @ V-0- O.C. TYPICAL.
INSTALLED PER MANUF.
PLATE SPLICES W/ 3/16" 2" 0 PLATE WASHER
ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0'
MOISTURE BARRIER
USP HTA20 @ EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS
VERT. WEB (24- O/C MAX.) Wn-10dxl 1/2"AND TO MASONRY W/ (3) 3/16"x 2 1/4"
TAPCONS.
STRAP MISSED VERTICAL SECTION 2�
NOTE: IF EMBEDDED SECTION
ri
WEB; USE
MSTAM36 ON OUTSIDE SCALE: N.T.S. �5 SCALE: N.T.S. 1\ �5
SEE STRUCTURAL
NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS
SCHEDULEFOR
SHEATHING DETAIL 2x4 OUTLOOKER @ 24'
O.C. (OPTIONAL - SEE
i N I ELEVATIONS)
IN 1.11 SEE STRUCTURAL —
NOT
IG
L
TOP CORD BLOCkING
USP RT16 OR EQUAL @
FOR FIRST FOUR ROWS
24"MAX.
EA. OUTLOOKER
SCHEDULE FOR
OF TRUSSES @ EDGER
SHEATHING DETAIL
OF SHEATHING TYPICAL
DOUBLE TOP PLATE
2"x4" CROSS BRACE
USP
8" FROM RIDGE FASTENED AT
RIDGE FASTENED AT
SPT4 @ EA.
EACH JOINT W/ (2) 10d & (2)
EACH JOINT W/ (2)
STUD
10d TOE NAILS @ EA. END
10d & (2) 10d TOE
2X6 FRAMED WALL - SEE
NAILS @ EA. END
WALL SECTION FOR SPACING
2X4 PANEL BLOCKING
1/2" CDX PLYWOOD OR 7/16"
@ 48- O/C FOR THE
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
W/ 1 Od NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
L
AND 12" O.C. FIELD
END TYP. TOP &
im
L=j N L_ 1
(2) 16d NAILS
BOTTOM ATTACHED
W/ (2) 16-d TOENAILS
2x4 PANEL BLOCKING 0 48-A 2x4 BLOCKING
O.C. FOR THE FIRST (4) ROWS 'A
OF TRUSSES FROM EA. END -V2'x4 "r ON TOP OF PANEL
TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH
W/ (2) 16-d TOENAILS 1 Odx3' @ 4' O/C
2X4 LEDGER (MATCH BOTTOM
CHORD SLOPE OF ADJACENT
TRUSS)
SECTION
SCALE: N.T.S.
1\ �5
2X4 OUTLOOKER
BACKNAIL W/ (2)
REFER TO DETAIL J SEE STRUCTURAL— 16d NAILS @ 24' O/C
"'_�ON SHEET S5 FOR NOTES AND NAILING F F
x TOPCORD
X-BRACING, AND TOP SCHEDULE FOR 4 BLOCKING FOR
CHORD BLOCKING ;o USP RT16 OR FIRST FOUR ROWS
SP HGAM10 W/ (4) SHEATHING DETAIL
f4"xl-3/4"WEDGE INFORMATION EQUAL @ EA. OF TRUSSES @
2"x4"CROSS BRACE OUTLOOKER 24" MAX. EDGES OF
OLTS & (4) SDS 1/4' It.
11/2" SCREWS WOOD TRUSSES ;o APPROX. 8" FROM SHEATHING TYP.
RIDGE FASTENED AT r"L" BRACE TO EXTEND
EACH JOINT W/ (2) AT LEAST 90% OF WEB
AT 24"O.C. ON TOP OF 10d & (2) 10d TOE LENGTH (SEE TABLE)
,-2x4 RAT RUN BRACING NAILS @ EA. END
BOTT. CHORD FOR 4 GABLE TRUSS
TRUSS SPANS 1/2"CDX PLYWOOD OR 7/160
ATTACHED W/ 2 - 16d 2X4 PANEL BLOCKING /;OSB SHEATHING ATTACHED
@ 48' O/C FOR THE (2) 16d NAILS
AT EA. TRUSS JOINT (2) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2"x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6' O.C.
2X4 BLOCKING @ 24' OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. ES AND 12" O.C. FIELD
(D = 0.148', L = 3') OR EQUAL (D = 0.207', L = 4 1/2-1 OR EQUAL (D = 0,207', L = 4 1/2') OR EQUAL END TYP. TOP & /—JACK TRUSS
O/C W/ 2 - 16d BOTTOM A17ACHED
TOENAILS @ EA. END NOTES: SEE PLAN FOR
-PLY, PROVIDE 1/4"DIA. x 51/2"LAG SCREWS OR EQUAL A TOENAILS ONNECTION
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 W/ (2) 16
MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) pq
. ........
ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4"DIA. x 7"LAG SCREWS OR EQUAL 2x4"r ON TOP OF PANE
(SPACE AS SHOWN FOR 3-PLY)
OF THE LAST LAMINATION BLOCKING, FASTEN WITH 2X4 BLOCKING W/
I Odx3" @ 4" OIC (2) 12d TOENAILS
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6)
TI
N
5.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEARIN ON _'N�
LOCATI rD B.I.I.C., SAME NUMBER OF ROWS, SAME SPACING)
SCALE: 3/4"= V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
SEE TYP, WALL SECTION FOR
ADDITIONAL INFORMATION. SCALE: N.T.S.
S5,)
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
2"x4ff MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S
SI&
12
6.9 MAX.
S5
J_
S5
GABLE TRUSS
2'x4- OUTLOOKER @ 24'
O.C. W/ (2) 10d PER JOINT
TOENAIL 6"O/C
6dj 1 Odx3" O/C
W/ (2) 1 TYPICAL
NAILS
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
"L"BRACEW110d@4"O.C.
(SEE SCHEDULE FOR SIZE
AND LOCATION)
S5
CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
SECTION r9
SCALE: N.T.S.
1\ �5
MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6* OVERLAP
W
LM
V BRACE W/ 1 Od @ 4- OIC
(SEE SCHEDULE FOR SIZE
AND LOCATION)
GABLE END BRACING DETAIL SCALE: 314"=1'-V
MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
—BACKNAIL W/ (2) 2x4 OUTLOOKER
16d NAILS @ 24" O/C
TOP CORD
BLOCKING FOR
USP RT16 OR FIRST FOUR ROWS
EQUAL @ EA. OF TRUSSES @
OUTLOOKER 24" MAX. EDGES OF
_"L" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
BL
E TRUSS
/-1/2"CDX PLYWOOD OR
7/16" OSB SHEATHING
ATTACHED W/ 10d NAILS
@ 6' O.C. EDGES AND 12'
O.C. FIELD
,.--(2) 16d NAILS
2x4 "r ON TOP OF PANEL
==F:=F i BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
SP HGA10 @ 36'
O.C.
DBL. TOP STUD WALL
PLATE (SEE TYP. SEC.)
2x4 BLOCKING _2'4 "T"BLOCKING
@ 48" O.C. 16d NAIL
"V BRACE
ATTACHE WW
10d NAILS 4"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAIL K-5
SCALE: N.T.S. S5
2x4"T" BLOCKING
1*1 _� -
2x4 BLOCKING @
D
@ 4
L
_A*
48"O.C.
6d NAIL
"L" BRACE ATTACHED
W/ 10d NAILS @ 4' O.�.�
TYPICAL
GABLE TRUSS WEB
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48" O/C
t I /-GABLE TRUSS
ITICAL
(2) 2'x8' 'I:' BRACE
USP SPT24 @ EACH STUD
FASTENED WITH (3)
16d PER SIDE
r4
SECTION
SCISSOR GABLE BRACE(
SCALE: N.T.S.
AS PER HIB 91 SCALE: N.T.S.
8d @ 6'O/C 2 x 4 BLOCKING W/(2) 1 Od
WOOD TRUSSES TOE NAILS @ EACH END @
24" O/C (TYP)
\-BRACING W/(3) 10d x 3' @
EACH CONN. @ 24' O/C
USP HGAM10 W/(4)-3/16"A-3/4' \-MOISTURE BARRIER
WEDGE BOLTS & (4) SDS 1/4' x 1
1/2" SCREWS
\-BOND BEAM
MASONRY WALL
\"�-ARCHITECTURAL FINISH
EXT. WALL CONN. NON - LOAD
BEARING LOCATIO (UNEVEN CLG.) rE
SCALE: N.
SEE TYP. WALL SECTION FOR
S5,)
ADDITIONAL INFORMATION.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
"L" BRACE
(1) 2'x4' (U.N.O.)
"V BRACE
2"4"(U.N.O.)
"L"BRACE
24"
VO" - Y-0"
Y-O" - V-17
6'-W & GREATER
SCISSOR GABLE - (1) 2"x8"#2 S.P.F. @ EACH VERTICAL AND
(2) 2"W' FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1)"L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS @ 4- O/C.
3) SEE 6/S5 FOR MORE INFO.
@ EACH STUD
ENDJACK
1 V-0" MAX.
LU
CORNERJACK
z
0
HIP FRAMING REFERENCE PLAN
z
20'-0" MAX 20'-0" MAX
'X' BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
rid
NOTE:
1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2) -r BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI 1-03
SCISSOR TRUSS
SCISSOR TRUSS
ITOP & BOTTOM CHORD
GABLE END BRACING @
4'-O"O.C. MAX. FOR
FIRST (4) ROWS OF TRUSSES
SCALE: N.T.S.
2X4 BRACING @ 48"O.C. CONTINUOUS
TO FIXED LOCATION ATTACHED W/
2-10d @ EA. TRUSS (NOTE: BRACING
MAY BE PLACED ON EITHER TOP OR
BOTTOM OF THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
(D
z
z
z
<
__j
CL
CZ
4-J LU
U
LU
0
V)
1, 125
E
0
Im CS1
W CO
LU
0) Cl)
C (0 ce)
0 C4
ca
I0
U_ co
to co
_., j:�'
U) Mo
0
'm
U.) 0 v
0S
A 1
8 D.
N-C -B -ID-C
co
A�
C
3;_
0 C4
44 g !;,.
?, 4,
ob
4u) 0) 3 V
004< A..�
to
To Ile be,, of Ile Engineer's Inviledge, Information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and seal Is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and sea].
0
C)
z C14
0 w r-,
C)
:te
> Ln
P-4 p
Cn
0 N
(A M Ln
th M v-
z
e",
0, Ln
U_
CL e-%
� fn
to V-4
Q� U CL 00
z
z § E
W C)
Wz
_j C)
E80
01.9 0
T.
Z
;C
�z 8
Ln
C/3
_j
z
0
-0
2
Ln
8
lu
>
LU
0
U
0
0
<
7.
1H
<
Z
z
Pxg
UJI
_j
Ln
T-4
Lli
6i
2:
z
-. 8
U
'�2z
Z
Z
t
=)vi
-0
M
0
r�
:5
LU
� �l
z
V)
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION No' 10
SHEET NO.
S5
(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >412
(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR
ROOF PITCH 4:12 OR LESS.
12
PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS
WOOD TRUSS @ 24-
O.C. MAX. SHINGLE ROO
FOR UNDERLAYMENT
SHINGLE ROOF REQUIREMENTS SEE R905.
15/32"CDX PLYWOOD OR 7/16"
BAFFLE
O.S.B. (SEE ROOF NAILING
INSULATION P
SCHEDULE ON SHT SN1)
CHART ON FLOOR
UMINUM DRIP EDGE
PLAN
7) 75
(_-)
ALUMINUM FASCIA
5/8" OR 1/2" HIGH STRENGTH CEILING
2X SUB FASCIA
BOARD PER CODE W/ 1 3/r DRYWALL
o
SEE SOFFIT SHEET
NAILS OR DRYWALL SCREWS 7"O/C
CEILING & 8"O/C WALLS
I
ATTACHED WALL SHEATHING TO
1/2"GYP WB
,
(2) TOP PLATE W/ 8d @ 4'
O.C., 2 ROWS
DOUBLE 2X S.P.F. TOP PLATE
1X2 NAILER
PLYWOOD SHEATHING
2X BLOCKING @ EA- WALL
_j
n CO)
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT
2K
FOR MORE INFO
16"O.C. 2X S.P.F. STUDS
0 Uj
a x
W/ (4) 16d TOENAILS TO TOP PLATE
0 (j)
7/8"CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8"OVER
2X BOT. PLATE W1 (2) 10d @ 6' O.C.
METAL LATH. FIRST 2 LAYERS 3/8' THICK EACH. 3RD
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od
_j
LAYER 1/8"THICK.
COMMON @ 6- O/C EDGES AND 12' O.C. FIELD
INSULATION PER
10GYP. WB OR 318" PLYWOOD/ TYPE 2-M-W OSB
I
CHART ON FLOOR PLAN
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6- O/C
TOONE SIDE OFTHE FLOORTRUSS FOR AN AREA 100OS(.
B R
< FT. OF FLOOR AREA & SEALED PENATRATION AREA W/
�
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL��
I
S6 S6
SPACE INTO APPROX. EQUAL AREAS.
I
FLOOR SYS7
ETAL SEAT
ER PLAN
OR FELT
PAPER FOR
MOISTURE
BARRIER
1/2" HIGH STRENGTH OR 518- GYP WI3 (OR 5/8'
GYP. TYPE - X' @ GARAGE ONLY) W/ 1318-
DRYWALL NAILS OR DRYWALL SCREWS 7"O/C
CEILING & 8'O/C WALLS
1/2"GYP WB
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LAP SHEATHING TO BOTTOM
OF BAND JOIST TYPICAL
1x WD FURRING @ 24"O.C:
M :00 ru
STD. 90 HOOK (SEE DETAIL)
8"x8"XI6"CONC. KNOCKOUT
BLK W/1#5 ROD CONT. FILLED
SOLID W/GROUT
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
LU
0
4*x4" INSPECTION PORT AT
_j
0-
EACH FILL CELL TYPICAL
LU
co
0.
AT GARAGE CONTRACTOR
a
U)
041
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
NOTE: EXTEND DECO FINISH
4"to 6" BELOW GRADE
ZINISH GRADE go
"--STD. 90 *HOOK
(3) # 5 REBAR ON 37 CHAIR (SEE DETAIL)
Wr3" MIN. CLEARANCE
TYP 2-STORY WALL SECTION
K'7
SCALE: 314"=V-0" S6
USP LSTA24 STRAP W1 8-1 Od X 11/2' NAILS TO STUD
.... ...
'END SHEATHING TO
)F BEAM OR GIRDER
XE W/
O.C.
OR TRUSSNOIST
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
USP LSTA24 STRAP W/ 8-10d x 1-1/2"
NAILS TO STUD & 8-10d x 1-112" TO
BAND JOIST @ EA. STUD
2nd FLOOR WALL-----
BAND JOIST
*USP MP4F @ 24"
ox. w/ 12-8d NAILS
1 St FLOOR WALL--�'�'
SCALE: N.T.S.
Tx BOT. PLATE W/
(2) 10d @ 6' O.C.
NOTES: * USE
MP4F & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
USP LSTA24 STRAP w/ 8-10d x 11/2" NAILS
TO STUD & 8-10d x 1 11TTO BAND JOIST @
EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1 ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
TX4" PANEL BLOCKING @ 48' O/C
FOR THE FIRST 8'-0" OF END
WALL FROM EA. END. (TYP.) TOP &
SCALE: N.T.S.
SPACER
BLOCKS
E
S6
"r CORNER
TYPICAL 'IT" AND CORNER
DETAILS rN
SCALE: N.T.S.
BOTTOM CHORD ATTACHED W/ (2)
2ND FLOOR FRAMING SEE
16d TOE NAILS
SECTION J/S6
DECKING
ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4' OIC, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
FLOOR TRUSS I
SEE FRAMING
WEEPSCREED
PLAN
INSTALLED PER MANUF.
TX4' CROSS BRACE @ 48'
USP HTA20 @ 24" O.C. W/
O/C FOR THE 1 ST 2'-0" OF
10-1 Od X 11/2" NAILS INTO
END WALL W/ (2)10dX3' @ EA.
BLOCKING TRUSS& MIN. 4"
END INTO TX4" BLOCKING
EMBEDMENT IN CONC.
2ND FLOOR FRAME CONNECTION
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0"
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
R
S6
2x STUDS @ 16' O.C.
2"x BOT. PLATE W/ -
(2) 10d @ 6- O.C.
PRE-ENGINEERED
FLOOR TRUSSES
FLOOR CONNECTION
@ MASONRY 1 ST FLR. SEE J/S6
FOR ADDITIONAL INFORMATION.
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4' O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
WEEP SCREED
INSTALLED PER. MANUF.
-USP HTA20 @ EA. TRUSS
W/ 10 - 1 Od x 1 1/2" NAILS INTO FLOOR
TRUSS & MIN. 4" EMBEDMENT IN
KO BLOCK
SCALE: 3/4"=V-0"
RIBBONS
DETAIL (FLOOR TRUSS' O�
SCALE: 1 I/T=V-0"
SEE SHEATHING
SEE TYPICAL WALL SECTION
SPECS ON FLOOR
C/S3 FOR ADDITIONAL
NOTE:
INFORMATION
1/7 GYP W.B. MIN.@
E SIDE IF APPLICABLE
(1) ROW OF 2X BLOCKING @ MID
HGT. FOR WALL HGT. < 8-6'. (2)
1 0""J" BOLT W/ 8"
ROWS OF 2X BL0CKIk_G @ 3rd PTS /-5/8-DIA, X
FOR WALL HGT. > V-6" EMBEDMENT @ 24' O.C. W/
TDIXX 3/16" PLATE WASHER
USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL
2 x STUDS@ 1 IT'O.C. TENSION 2600#.)
6 x 6 WIA x W1.4
2X P.T. PLATE
WWF OR FIBERMESH
I I _
--L:---[-(3) #5 CONT. ON 3'
CHAIR W/ 3"MIN.
8" 11-80 8" 1 CLEARANCE
INTERIOR 2-STORY FRAME SECTION S
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=V-0" S6
ADDITIONAL SLAB INFORMATION.
iv&- OSS
EXPOSUREI
SHEATHING
PROVIDE
BLOCKINGAS
REQUIRED PER
SECTION X-X IF
NOT FULL
HEIGHT SHEET
(2)- 2x TOP PLATE
BEYOND
—15W OSS
EXPOSURE1
SHEATHING
-SOLID' 2x
BLOCKING @ ALL
SHEATHING
EDGES(SEE
OPENING
SECTION X-)0
IL
Cc W
IZ
—2x STUDS uj
BEYOND. x
SEE PLAN
LI
8
----------- %
FLOOR Y
,I _U
"-2;A P.T. BASE
2x RIBBON OR—r VERTICAL \--&JHORIZONTAL PLATE BEYOND
SEE PLAN
BL111G
BETWEEN FLOOR WALL SHEATHING
SYSTEM WALL ELEVATION DIAGRAM
4
4 FT.
2
2
5 FT. 4 FT.
(D 4)�
5 FT. 4 FT.
4 Fr.
i2) /(2
(D
FT.
4 FT. 4 FT.
2x CRIPPLES @ -
16' O.C. W/ (2) 12d
TOENAILS T/B
10d NAILS @
8" OIC TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
ROOF NAILING ZONE DIAGRAM
k4/
ROOF NAILING SCHEDULE:
a
Lu
ZONE 1: 8d RING SHANK NAILS 0 S' D.C. ON EDGE AND S'O.0 IN FIELD
ZONE 2: 8d RING SHANK NAILS 0 6" O.C. ON EDGE AND S'O.0 IN FIELD
ZONE 3 8d RING SHANK NAILS @ 4- D.C. ON EDGE AND 4- O.0 IN FIELD
(NOTE: IF 5V PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING
SHANK NAILS)
NOTE:
ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/? PLYWOOD
(17ILE) OR 7/16- OSB MIN. (SHINGLES) SPAN RATED 24116
R 0
-1 §
SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH
PER NAIUNG SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO
U.
0
STUD AND OR MOCKING AT ALL EDGES.
N Lu
U. x M
�r- (0 LL.
A MINIMUM 1/r SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES
AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT
.
PENETRATE SURFACE MORE THAN 1/8"
3/8' "S' = NAIL 3M'
SPACING
3/4*
S 1/2'
rr, S
4__ S 4��
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
I& NAIL AT BASE 2 ROWS 0 4- O.C. W/Sd COMMON NAIL
NAIL AT TOP PLATE TWO ROWS 0 4- O.C. W/Sd COMMON NAIL
@ NAIL OPENING PERIMETER @ 3- O.C. W/8d COMMON NAIL
@ NAIL INT. AT 3- O.C. W/8d COMMON NAIL
STAGGER ALL VERT. JOINTS & NAIL @ 4- O.C.
W/Sd COMMON NAIL
SHEATHING SPUCES @ HEADER - NAIL SHEATHING TO HEADER
W/ 8d COMMON NAILS 0 4- O.C.
(2) 8d NAILS @ 3- D.C. TO EACH TRUSS END OR @ VERTICAL
MEMBER IF GABLE END
NOTE:
Bd NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 lrt
DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 11r.
AT ALL PANEL MOCKING
LOCATIONS MIN 2 X 4 #2 SPF
V
TURNED ERTICALW17/16'
OSB FUTCH PLATE TO W/ (2)
C
12d TOENAILS EA. END. NAIL
FLITCH PLATE TO VERTICAL
V
W1 (4) Bd NAILS
2) Sd NAILS Q 3- D.C.
rc_�� WALL SHEATHING INSTALL.
�, �6 &NAILING SCHED.
12d NAILS
STAGGERED @ IT O/C EACH
FACE OR 3-ROWS 12d NAILS
:2-ROWS
STAGGERED@ IT O/C FOR
4
Tx10"OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
I REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
\—INTERIOR
HEADER
BOX HEADER
(1) 2X SILL PLATE W/ (2)
ONLY
12d TOENAILS.
EXTERIOR HEADERS
(1) 2X SILL PLATE W/ (2)
12d TOENAILS. OPENING
LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS
EACH SIDE
SEE PLAN FOR REQUIRED-_
CONNECTIONS
LOAD BEARING/EXTERIOR FRAME
WALL HEADER DETAIL
2x STUDS TYP.
P.T. BOT. PLATE
TLOORTRUSS/
(2) ROWS OF 2x BLOCKING
@ THIRD POINTS
5/8"DIA. x 1 0""J" BOLT W/ 8"
EMBEDMENT @ 24' O.C. W/
TDIA.X 3/16" PLATE WASHER
(MIN. SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN,
R
'PIC
SLAB W/ 6X6 W1.4XW1.4
WWF 0
R FIBERMESH
4. : \ -A
-A.
.11 1E1 I lEd I M I
4,.
=1 I Mi I
-11 Mi I Mi I I—
A
111-111-11
17=1 41 11 =_�, -
(3) # 5 REBAR ON 3 CHAIR V-8"
W/3" MIN. CLEARANCE
ALTERNATE FOOTING
M
S6
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENING$
OPENING
2"x4'WALL
2"x 6"WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
114
(1)
(2)
(1)
(2)
(1) USP LSTA30
4'-91
(2)
(3)
(2)
(2)
(1) USP LSTA30
(3)
(3)
(2)
(3)
(2) USP LSTA30
PLYWOOD SHEATHING
NAILED PER NAILING SCHEDULE SEE
DETAIL CIS6 FOR MORE INFO
-2X STUDS @ 16' O/C
-7/8* STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"
OVER METAL LATH. FIRST 2 LAYERS 3/8"
THICK EACH. 3RD LAYER 1/8"THICK.
-USP SPT22 @ EA. STUD
-2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUR
00
FINISH GRADE
@ WOOD 1ST FLR. SEE J/S6 SCALE: 314"=1'-V
FOR ADDITIONAL
INFORMATION.
(D V
z (D
(D
co
4--J Lu
0
U
0
E
0f
V)
0
U)
E
— 8
04
04
0 Z5
LL
0
C3
< 0
0
8D
N-C-B-D-C
f
.......
f
jD
10
`4
I
P2
U0
<
To the best of the Engir
belief, the structural plans and specifications ontained
c
within these drawings comply with the Florida Building
ade Sth Edition (2014) Residential. Engineer's signature
nod seat is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
C)
Z r-4
0 a) N
:Ee CD
5 ko
> (n M
z0-4 M
N
M Ln
CA :2 v-
0 Lr,
L_ LL.
61 CL OC)
z
E
z 3i
LU C) F-
WZ
_j CD
%0
z g
�_;
8 0
uj cm
�j
ui
z tA
In
cf)
�2§
zz
z
0
-0
2
N
In
(U
C"4
ILLJ
0
0
U
(n
Z
0,
P
ad 2
uj
z
z
LU
r*4
C'4
M U.
22: �i
9-8
OU
�0
<
z
z
ko
z
z
U
Cal
0
LLJ
z
I
v)
SCALE AS NOTED
DATE: 2/24/2014
TECH: ERAND
VERSION N
0' 10
SHEEr NO.
S6
El
ALL STAIR STRINGERS
AND TREADS TO BE
#2 SYP (MIN.)
THREADS, RISERS, AND
3/4" PLYWOOD NOT
SHOWN IN DETAIL FOR
CLARITY
ALL WOOD TO WOOD
CONNECTIONS TO BE
GLUED (PL 200) AND
NAILED (MIN. (2)16d).
13/4 x 11—
j VL
2x4 UNDER STRINGER -
GLUED AND NAILED TO
LANDING
2x4 UNDER STRINGER GLUED A
NAILED TO LANDING BLOCKING
D
2x4 PT NOTCH-"'
II4�INTO STRINGER
D
H
_-j BLOCKING FOR STRAP
L-4x4 bloddirig
20" FLAT STRAP NAILED TO RISER AND
THEN WRAPPED AROUND STUD (USP
MTW12)
PLAN VI EW
SCALE- T- = V-0-
NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
r%3r%r' Aklr% M11 INLII 1111,11r�rNMRAIIA�r1rNM
3/4" RISER CUT TO FIT
MAINTAIN BETWEEN k
AND ? GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x12 TREAD
GLUED AND
NAILED
2x4 PT NOTCHED INTO I
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE-ArT
STRINGER CONTACT
POINTS
2x4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
I Y-2x8 SYP DRYWALL STOP MUST
YNOT TOUCH STRINGERS
,2'x4 BLOCK IN KNEEWALL FOR 2x12 NAILING
4x4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
SECTION VIEW
SCALE: ? = v-0"
STRINGER MUST MAKE F1
CONTACT WITH LANDING
JOIST
2x4 CUT ON BEVEL
DOES NOT BEAR IN
D D WALL GLUED TO
1 1 2x8
SYP
2x8 SYP
2x8
SYP
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
ALIGN THIS STUD WITH
STRINGER
-SIDE) TO BOTTOM EDGE OF 2x12
FACE OF 2ND RISER
3/4" RISER CUT TO FIT
STRINGER
A
MAINTAIN BETWEEN r
�,
AND ? GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER
Z341�
BLOCKING FOR
1x4 GLUED AND NAILED TO STRINGER
STRAP GLUED TO
2x4 DRAFT
RISER AND TREAD
STOP
8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
:) IT
SYP CUT TO FIT
BEARS IN WALL
------2xl 2 SYP
B
A�j
BEARZIN WALL
oo
BLOCKING FOR 2x12
I
11
4 PT UNDER 2x12
'--2x6 SYP
ROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
K4 SYP BLOCKING
OF STAIR TO CONC. W1 k X
2x4 PT NOTCHED INTO STRINGER
FOR STRAP
(USP MTW12) BEHIND
2 1" TAPCONS @ MAX. 32" O.C.
AND NAILED TO FLOOR WITH GLUE
RISER
CH ALL COMPONENTS
1x4 GLUED AND
AT STRINGER CONTACT POINTS
OF STAIR TO CONC. W/ k X
NAILED TO STRINGER
2 t'TAPCONS @ MAX. 32" O.C.
Nv. SECTION VIEW "All
SCALE: 1"= V-101"
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
14
2X4 PT NOTCHED INTO STRINGER
X<X�/ AND NAILED TO FLOOR WITH GLU
13.A PHT M1 1/ AT STRINGER CONTACT POINTS
DOES NOT BEAR IN
WALL
SECTION VIEW "D11
SCALE: 1"= V-0.
FILLER STRIPS ADDED ,,,� PLYWOOD
GLUED & SCREWED TO
PLYWOOD DECKING
2x SYP CUT TO FIT
BEARS IN WALL
------2xl 2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1"= V-0"
-2x4 GLUED
AND NAILED
SECTION D-D
-3/4 PLYWOOD
ON DECK
--2x8 SYP GLUED
AND NAILED TO
FRAMING
2x4 DRAFT 2xl 2
STOP TREAD
GLUED
AND
2x4 PT NOTCHED INTO I
STRINGER AND TAPCONED
INTO FLOOR WITH GLUELAT
STRINGER CONTACT
POINTS
SCALE: 1"= V-0"
8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
L W 'GLUED AND NAILED TO STRINGER
Y
2R DRYWALL SPACING
SECTION VIEW "Bit
SCALE: 1" = V-0N
-ALIGN THIS STUD WITH FACE OF 2nd RISER
2x4 SYP
BLOCKING
STRAP(UE
MTW12)
SECTION VIEW "Ell
SCALE: 1"= V-0"
SECTION VIEW
SCALE: k = Fo.
-3/4 PLYWOOD
ON DECK
--2x8 SYP GLUED
AND NAILED TO
FRAMING
-2x4 DRAFT
STOP
- 1x4 GLUED AND NAILED TO STRINGER
2X4 DRAFT
STOP
-2x8 SYP DRYWALL STOP
MUST NOT TOUCH
STRINGERS
2x4 BLOCKING FOR 2x12
2x4 PT UNDER 2x12
SECTION VIEW licit
SCALE: 1"= V-0"
TOP OF
STRINGER
CONN. TO BOTTOM NEWEL POST LET INTO
OF NEWEL POST THE BLOCK
PER CONTRACTOR
PROVIDE
BLOCKING
><I,
F-1 '---2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED)
0 BELOW ALL NEWEL POST
2X4 CUT ON OR 1 jx 16"VL
BEVEL GLUED FROM JOIST TO JOIST. USE
AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR
LVL NAILED TO JOIST. TRUSSES
NEWEL POST
SECTION VIEW "Gil BLOCKING
2X4 CUT ON
BEVEL GLUE
AND NAILED
LVL
SCALE: 1"= V-0"
po� '11W1191
FLOOR
G.T. OF
1 3/4x
16" LVL
SCALE: 1"= V-0"
DRYWALL JOINT
(DRYWALL TO
COVER JOISTS)
-2X4 STUD NAILED AND
GLUED TO TOP PLATE
2X4 CUT INTO RIM BAND,
GLUED AND NAILED TO
BEARING WALL BELOW
DRYWALL JOINT
(DRYWALL TO
COVER JOISTS)
SYP 2X
BEAM
BEARING USP
2x8 IN WALL
SYP
GLUE[
AND
NAILED
TO
FRAMAG
C
NOTE: 2x8
D FR
YWALL STOP
NOTSHOWN SECTION VIEW
SCALE: � = 1 -0.
STAIR CONSTRUCTION DETAILS
(IF 1 1X17 REDUCE SCALE .5) SCALE: AS NOTED
SECTION VIEW "H11.
SCALE: 1"= V-0"
(D
Z
—8
z
Z
<
gRIM
z
V) (D
LU
LU
0
Ul) M
E
0
W
cn
Lo
LU
I0
121 M CC,,),
0
2M : 2 CC`
D
C)
C,
:5 LL 2
0 M
.32 P
CO CL C)
0)
LO �<
Al
11 C,11,D,C
I
P.-
co
1AZ M.--. "Z
0
1W 4@F
C11 al
L-L
K: SO
z 0 V) C) q
a 4 <
0
:1 r C', Z)
M
M
z 0) T v
IL Ul It R cli
M
Cbj
0
E] 13
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
Z r-4
0 a) r-,
4-j C)
15 40
> U) M
M p
N
<
z
a-
V) 6,
0 Ln
0� L u-
U,
CL 00
z
z § E
z
Uj C:)
I C:)
W
z g
,Z86
116
8111
W
01f 8
W!i
8 bi
Z Z
Lr)
C/3
Q
8
z
C)
N
Lr)
<
F—
8
0
r*4
LU
b
U
o
z
uj
4
Lu
ZO
v
2,22
� -O?e
LL
z
Z
r*4
Ln
DEZO
Z-. �
W
LLI
x
<
di
z
5
E2 t2
�15 t5
co
tD
ZZ
t7u
=&Z
cyvi
V) Z
0
0
z
rn
V-4
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION NO 10
SHEET NO.
ST
DOOR JAMB (REFER 1X4 1/2"DRYWALL
DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER-,\ i-1
F F
X4 F 112"DRYWALL
MAX. 8" 41�# UNACCEPTABLE INSTALLTION
TO SHT. SDW2-K1 -1-P.T. F
TO SHT. SDW2-Kl
TO SHT. SDW2-K1 FOR CONN. DETAILS
PROPER INSTALLATION
NO% DO NOT DO THIS.
2'x BOT. PLATE W/ (2) 1 Od @ 6- O.C.
FOR CONN. DETAILS
FOR CONN. DETAILS X 4
v X 4
#6 REBAR
(TYPj
3/4"PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
X 4
3-1/4N LONG X 3/16"0 FURRING
3/16"0 X 3" LONG FURRING 3/16-0 X 3-1/2" LONG
FURRING
#5 REBAR
AND NAILED W1 8d COMMON @
6' O.C. EDGES AND 12" O.C. FIELD
2X BOTTOM PLATE W/ 8d @ 4'
O.C., 2 ROWS STAGGERED
TAPCON. INTO
TAPCONS TAPCONS STAGGER
STAGGERED @ 16"
(Typ')
BLOCK@ SPACING 1" DETAIL
1X8 P.T. STAGGERED @ 16' 0 ..
O.C. 2-ROWS INTO 2-ROWS INTO
4
I
PER MANUFACTURE
MASONRYTHROUGH MASONRYTHROUGH
1-1/211 DETAIL 3" DETAIL
STD. 90A 90- HOOK (TYP.)
D
2xBAN JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
1x4 P.T. & 1X8 P.T. I x8 P.T. & 2x8 P.T.
FILL SOLID
BOTH CELLS
HOOK (TYP.)
FACE NAILS 10d @ TRUSS VERT.
WEB
TAPCON @ 16'
O.C. & 4" FROM
1X4 P.T. -1/2" DOOR JAMB (REFER
3/16" x 3
1X4 DRYWALL
I IL v
4%
—1 . 11�
METAL SEAT PLATE
NOTE:
DOOR JAMB (REFER EACH END W/ MIN,
DOOR JAMB (REFER TAPCON TO SHT. SDW2-Kl FOR
F1/2"
.
LAP SHEATHING TO
TO SHT. SDW2-K1 2"EDGE DIST.
TO SHT. SDW2-K1 CONN. DETAIL
—
BOTTOM OF BAND
JOIST TYPICAL
FOR CONN. DETAJLS
FOR CONN. DETAILS 10d @ 12- O.C.
1X4
4%
jolt
FURRING
2X8 P.T. WITH 3/16"01 X 3'
LONG TAPCONS
±2K
—NOT*C%V FIRST COURSE
USP HGAM1 0 @ 12' O.C. w14-SDS
1/4xl 1/2"SCREWS INTO BAND
2X8 P.T.
2X8
2x P.T. AS REO'D
STAGGERED @ 16' O.C.
�_
*41k*
JOIST & (4) 3/16'xl-3/4' WEDGE
2x DETAIL
2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4"
DETAIL
±5A
NOTCH WEB AT THE
FIRST 2 COURSES
BOLTS INTO K.O. BLOCK
OVER
BUILDOUT SIZE DOOR
-WINDOW ROUGH OPENINGSrCC
FILLED CELL PER
FOUNDATION PLAN
FILLED CELL INSTALLATION
� �H
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S.
�S
SCALE: N.T.S.
1\1-1 �S
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
SECTION
UPLIFT CAPACITY = 945 # FOR 1 STRAP
W/ 1/4"x 3 1/4"TAPCON ( 11/4" MIN.
A -A
= 1890 # FOR 2 STRAPS
771 /-FILL 15t4 COURSES
EMBEDMENT INTO BLK.) 1/4"MAX
7-0"
8"
I -PLY PRE-ENGINEERED TRUSS
SOLID W/GROUT
I X 4 FURRING SOLID BLKG. AT TOP BTWN1.
1/4" x 3 1/4" TAPCONS
USP RT16MW1(8) NA11 NAILS& (6)kx2r
BLOCK HEADER ARCH BLKG. & BUCK
TAPCONS
1/2" DRYWALL
.. ........
(IF T RUSS IS 2 PLY INSTALL USP HTWM16 W/ (6)
10d NAILS x 1? NAILS AND
8d NAILS AT 8" O.C. AT BUCK
LEAVE A CUT OUT IN O.S.B. ON THE
(4) k X 1 r WEDGE BOLTS 1 (1) STRAP 1225
A
2 x 8 45 DIAGONAL (4) 10d NAILS INTO
INSIDE TO ALLOW FOR INSULATION
(2) ST RAPS 2450#])
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16"OSB
TO BE INSTALLED
BOND BEAM OR CAST
FOR OVERHANGS BETWEEN OVER 1 1/T
CUT HOLE IN O.S.B. FOR
BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA
2 x 8 45 DIAGONAL BRACE AT EA.
IN PLACE BEAM
CONTACT ENGINEER OF RECORD FOR
FURTHERINSTRU ........ 7
SCRIBE (NOTCH)
FACE OF ARCH W/ (3) 10d NAILS
..
BACKSIDE TO FIT ARCH I t.1__ L--A (4) 1 Od NAILS INTO 2 x 8
I
AT EA. END
RETROFIT TRUSS DETAIL
OVERHANG_L'...�..
CONNECT W/ 8d NAILS BRACE/ BLKG.
\_2
N.T.S.
x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN
INSTALL WDW. SCREW ANCHOR-�� ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
RETROFIT WALL OVERHANG DETAIL
(NTS)
INTO ARCH BLKG. PER 4" MIN. OF BRACE
2 X 4 #2 SYP SCAB TO SIDE OF
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
FOR OVERHANGS BETWEEN 314"TO 1 1rr
1-1/2"THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
DOUBLE 2x4 SCAB FOR 2-6" TO 4'-W O.H.
START OF ARC
IF TRUSSES USED) W/ (3) #6 X 4%' WOOD
NOTE: FOR OVERHANGS LESS THAN 314* - NO REPAIR REqD.
4'MAX. RAD.
SCREWS @ 16- O.C. MAX. OR IF MASONRY
)(Ov (2) 10d NAILS @ 8' O.C.
ARCH DETAIL
WALL USE (3) 114' X 3 1/2' TAPCONS AT 16"
jej TO TRUSS TOP CHORD
SCALE: N.T.S.
�S
O.C. 12
+
+ + rA, PLYWOOD SHEATHING
1 1-011 51-011
L L
JACK TRUSS PROVIDED BY SE
+ +
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24' O.C.
+ +
+ +
NISH FLOQ I
2 x 8 BUCK - CONNECT TO BLOCK
SECTION
+ + BLOCKING AS
%
WITH 1/4" x 3 1/4" TAPCON (11/4' MIN.
B-B
ROOF SHEATHING ATTACHED
+ REQUIRED
C
EMBEDMENT INT
PER NAILING SCHEDULE LL
TO SUPPORT
'---#5
/4"MAX
2'-0" 8N
+
TRUSS SOFFIT
BAR
BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH
-12d
(5) NAILS
+
+
CENTERED W/
BLKG. & BUCK
USP RT
2X6 TO 2X4 3A
2X4 SYP
IN TOP
1 X 4 FURRING
EACH TRUSS
---------- Y"
KNOCKOUT/
CHAIR BLOCK
8d NAILS@ 8-C.C. ATBUCK
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE 2 8 DIAG. BRACE BTWM.,
PROVIDE (2) MIN.
PROVIDE 2x
CONT. W/ (3)
CONNECTOR
MONO FOOTING
x
SIZE AND REINF. PER PLAN
VERT. BRACES WHEN HGT. F
0
TAPCON AT EA. SIDE
12d NAILS
SEE LINTEL
AND SECTION DETAILS - -
BRACE EXCEEDS 240
BUCK - (1) WITHIN 4'
JACK TRUSS PROVIDED BY—/
SCHED.
* * .
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
TRUSS COMPANY OR 2x4
%,
A
2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24' O.C.
bENTER SOOIT
CLEAN FILL
DIRT
TO BE INSTALLED
00,
BUILT UP PLWD. BUCK -
4'-0" MAX SEE P
PRECAST LINTEL
.1721* : A.. * & ,-STANDARD
1 7/16" OSB ARCH PANEL
SCRIBE (NOTCH) BACKSIDE I
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
SEE ELEVATION
#5 BARIN 9(T HOOK
TO FIT ARCH CONNECT W/
START OF ARC
IF TRUSSES USED) W/ (2) #6 X 4%"WOOD
FOR OVER HANG
FILLED CEL . L L
8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
4'MAX RAD.
SCREWS @ 16' O.C. MAX. OR IF MASONRY
(MAX. 4'-0')
VL
BTWN1. OSB ARCH FACES W/ (4) 10d NAILS
EQUAL EQUAL
WALL USE (2) 1/4' X 3 1/2' TAPCONS AT 16-
L.L
INSTALL WDW, SCREW-� THRU OSB INTO 2 x 8
O.C.
V-;:ro- v ;:r
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS ARCH DETAIL
SECTION @ ENTRY rL_"%�
SECTION @ ROOF EXTENSION K-M
STEMWALL FOOTING SIZE AND
REINF.
13-13
MONO TO STEMWALL FOOTING
PERLAN AND STEMWALL
SCALE: N.T.S.
�S
SCALE: 3/4"= V-0" �S
SCALE: 3/4"= l'-O" \11.1 �S
SECTION DETAILS
SCALE: 3/4"= l'-O"
GLASS BLOCK INSTALLATION NOTES
NOTE: IF RETROFIT FILLED CELL CONDITIONS
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
FOR ADDITIONAL INSTRUCTION.
EXTENDS TO SILL.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
MASONRY WALL. SEE PLAN FOR
EXISTING BOND BEAM.
REINFORCING. PROVIDE LOWER
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8. PLUS OR MINUS
HOOKED DOWEL
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
SEE SHEET D2 AND
DRILL 314"X6" MIN. HOLE
TYPE OS" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
FLOOR PLAN FOR
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
MORE INFO
SET BAR IN EPDXY
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
HTT16W1(I8)-16d NAILSTO
CAP TO PREVENT LEAKAGE
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
W , W * M , AT PERIMETER
COURSES TO PREVENT THE MORTAR FROM BEING"SQUEEZED"OUT.
1/4' EXPANSION BOLT (2
WHERE THIS CONDITION
STUDS & (1) - 5/8- DIA. ALL
_�#5XVEMBEDDED INTO
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL PER ANCHOR)
(1) #5 BARS CONT. OCCURS
TOP WITH MIN. 3"
THREAD ROD EPDXIED W/
SIMPSON "SEr EPDXY MIN.
�E EXISTING BOND BEAM
z
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
COVER 6'-0"
5" EMBEDMENT & 3" MIN.
0
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
,-F.F.
EDGE DISTANCE
FILL CELL FULL HEIGHT W1
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE) EXPANSION STRIP
U_ Uj NON SHRINK GROUT.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
0 0
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
LU A
a.
REINFORCING AS FOLLOWS:
• PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
• PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W1
XIT EMBEDDED INTO
2�
EXISTING FOOTING
2-#5X61 IN C ONC.
• COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
SMOOTH. DO NO FURROW.
C14
DRILL 3/4"X6"MIN. HOLE
FILLED CELL
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
GRADE t>
SET BAR IN EPDXY
6" MIN. LAP
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
NOTE:
REMAIN FREE OF MORTAR.
2�
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION
NOTES.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
;4" SAW CUT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
\�'�—(2) #5 REBAR. MIN. 3'
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16"MIN. COVER EA. WAY
700,
K�A
SECTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
_q
EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
��
J, SCALE: N.T.S.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
SECTION AT DEEP MONO FOUNDATION
RETROFIT FOR MISSING MSTAM STRAP
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
RETROFIT FILLED CELL DETAIL
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
SCALE: 3/4"= V-0"
SCALE: 314"= 1'-0"
FOR WIND SPEEDS UP TO 110 MPH-, PER PITTSBURG CORNING RECOMMENDATIONS FOR
SCALE: N.T.S.
INSTALLATION OF GLASS BLOCK.
z M
z (0
Z
Arli�
CL
z
V) 0
LU
U
LU
Ln
cl
LU
W
-M
00
C)
0
0) CL 0
0f _W
< 0
Ln
Ci
8 D.
%
0 C%A
%-� 0--
3 vkfz
ICYS
0
z
0
LL
C11 Ar
0
114
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
C:)
z
0
1-4 4-j
15
(n M CE 1,
m Ln
Ln
(n 0 N
(" — Lr,
L LL
CL
>% � M
U M -I
Cl 00
z
z § E
z M
LU C:) F-
_j C:)
W ko
9z
U
03
z
485,
in ge
��H
L;u
Z
8
z
0
Ln
8
0
U
U)
0 M
W
IN
Z
r_
1, u,
L'. �
Z
_j
Ln
x
di
120: �j
il_ -_ 8
0
rn
%0
<
z
z
tu-
RIZ
0
Z
LU
z
0
V)
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION NO 10
SHEET NO.
SS
*DIAGONAL SPACED
NOTE: PENDING BEAM
ATJ V_OH O.C. MAX
BEARING LOCATION, THE
,E ROOF
SEE SHEATHING
N SHI
PLAN
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
BEAM CAN SIT ON TOP OF
COLUMN W/ (2) HTW20
STRAPS
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
O'�
END TO TRUSS TOP CHORD
LAYOUT
0
2X4 BLOCKING .6
TYP.
,--CLIP EACH TRUSS
BETWEEN TRUSSES
TRUSS
(2) 2x8 #2 SYP W/
USP JUS46 OR JUS461F
(SEE ROOF PLAN
BLOCKING
'\XA
A
7/16" O.S.B. FLITCH
BUCKET TO COLUMN
FOR TYPE)
SECT, A -A
PLATE TOP @ TRUSS
USS
FRAME OUT TO
BRIG.
SUPPORT COLUMN BUILT-UP
BLOCK EDGE
(2)-2x4's OR 4x4 W/ (2)-1 Od
G.T.
NAILS @ 8- O.C. EACH PLY
SEE DETAIL 4/D1
ADD 2X4 ALONGSIDE
(SHOWN AS 4 x 4)
FOR BEAM SIZE
TOP CHORD WHEN REQ'D
(2) USP HTA20's
EXTERIOR SHEATHING
ATTACHED PER NAILING
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
JACK
TYPICAL BLOCK
w/(l 0)- 1 Od x 1 1/2 EA. TO COL.
SCHEDULE
2x SPF #2
MAX 24- SPAN (EITHER
HIP
�RUSSESo HIP
WALL
ALT: (2) USP MSTAM36
STRAPS CENTERED
AT 16" O.C.
SIDE OR BOTH IF REQ'D)
.T
01 G.T
w/(13)-10d NAILS Ea TO COL.
TIE BEAM
------BUILDER FRAME
CONTINUOUS LATERA7LBRACING-
RADIUS
NAIL OVER X-BRACE AS SHOWN?-
AS REQUIRED
JSS W S
INSTALL BLKG. AT TRUSS WEBS
(2) 12D NAILS
FOR NAILING
AT 12" O.C. MAX
X-BRACING - 2x4 SPF OR SYP
BEAM @ RAISED
ENTRY
w/ 2-16d @ EACH TRUSS WEB
CROSS BRACING DETAIL (TYP.),( �j
HIP/RIDGE BLOCKING DETAIL r2
MASONRY WALL r4
KNEEWALL ENTRY FRONT WALL
SCALE: 1/2"= 1'-011
SCALE: 1/2"=V-0"
SCALE: 1/2"= V-0"
SCALE: 1/2"= l'-O"
TRUSS NOTES:
TYP. HAND FRAMING ABOVE TRUSS
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2002
CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.
MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB
USP LSTA18
CENTERED @
USP HD4101F BUCKET
kSEE PLAN
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C.
SPLIT TO TIE
SEE ROOF PLAN FOR
FOR CANT
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE
IT LANDS NEXT TO W/ (4) 1 Od TOP &
BEAMS TOGETHER
MORE INFO—::_-.
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
W/ (14) - 10d X 1 1/2" EACH
F
SEE FLOOR PLAN FOR
TL
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
11
-
COLUMN SIZE& BASE
OSB FLITCH PLATE
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
SEE FLOOR PLAN
CONNECTION INFO
REO'D ONLY WHEN
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
--COLLAR TIE
FOR COLUMN SIZE
INDICATED ON BM.
2X4 #2 SYP NAILER. NAIL
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
EVERY 3rd
& ADDITIONAL INFO.
7/16"OSB FLITCH PLATE
L
SEE FLOOR PLAN FORJ
SCHEDULE(PLAN
TO STUDS W/3-16d @
RAFTER
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-01,
REQ'D ONLY WHEN
INDICATED ON BM.
OPTION A
COLUMN SIZE. E
BASE
CONNECTION INFO _
OPTION B
OPTION C
EA. STUD. TOENAIL EA.
TRUSS TO NAILER W/3-10d
ROOF AND EXTERIOR
,
SCHEDULE/PLAN
SHEATHING ATTACHED
O.C. MAXIMUM.
---2x4 SPF 2
PER NAILING SCHEDULE
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED
W/ 2-16D (2) #7X 3-1/2" WOOD
NAILS AT EACH TRUSS INTERSECTION.
CB:� SCREW EACH TRUSS
COMMON BM. TO POST ATTACHMENT KAN�
SEE 2ND FLOOR WALL SECTION
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
OR USP RT7 @ 48- O.C.
FOR ADDITIONAL INFORMATION
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
B
SEE ROOF PLAN
SCALE: 3/4"=11_091
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
DB-,� B-\
FOR BEAM SIZE &
BM SPLICE OVER
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
BEVEL CUTS
CONNECTION INFO.
0
��
CENTER OF POST
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
PRE-ENG. TRUSS (OPTIONAL)
A A
2X4 BLOCKING
T
SEE PLAN FOR
---------
2X4 DIAGONAL AT V-0" O.C. BETWEEN EA. TRUSS
CONT. ROOF SHEATHING AT TRUSS TOP
TOP OF
13 Eg�M �V
MAX & EACH END ALTERNATE
CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP. A
DIAGONAL—, 2x8 #2 SPF RIDGE BEAM
511
AT 8'-0" X -41__�-WOOD
MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT
USP ST18--/
USP T18
TO 8FT 2X4 RAFTERS FOR SPANS LESS
TYP. U.N.O.
SEE PLAN FOR TYP. U.N.O.
THAN 4FT @ Z-0-O.C. MAX. w/ (3) 10d
SEE FLOOR PLAN FOR
CANT. IF
INDICATED
USP JU26 OR IF 2 PLY
COMMON TOENAILS TO RIDE BEAM
COLUMN
SIZE &
TRUSS USP JUS26-2
ADDITIONAL INFO.
TRUSS TO LEDGER
SEE FLOOR FRAMING
2X4 CONT. CONC.MASONRY
(WOOD COLUMN SHOWN)
2X8 #2 SYP CONT. LEDGER w/
PLAN AND J/S6 FOR MORE
T & B CHORD STEEL OR WOOD
MIDDLE
(4) 16d NAILS ATTACH NAILS
INFO. VERIFY WITH PLAN
BEARING SUPPORT
INTO END OF EACH FLOOR
FOR LOCATION AND
-0
TRUSS, 24- O.C. MAX. (AT
DIRECTION (IF PARALLE
A —A ALTERNATE BLOCKING
CORNER
EACH SIDE OF G.T. INSTALL
NAILS SIDE)
SEE 2/D2 FOR BLOCKING
INFO)
SEE
FOUNDATION
(4) EACH
DETAIL @ INTERIOR BEARING K3
PLAN FOR MORE INFO
5H
MASONRY WALL
(TYPICAL)
/7/
----------ZWOOD
SCALE: 1/2"= V-0"
COMMON BM. ATTACHMENT
TRUSS -/
PROVIDE
BLOCKING AT ALL TRUSS BEARING
SCALE: 3/4"=V-0"
SECTION AT LOW ROOF
SUPPORT
WHERE TRUSS DEPTH EXCEEDS
TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT
SCALE: 1/2" V-0"
SCALE: 1/2"=V-0"
VARIES -------
2x STUDS @ 16" O.C.
T ROOF SHEATHING
SEE 1/S5 FOR -
SEE PLAN FOR
W/ USP SPT22 @
ATTACHED PER
ADDITIONAL 8d
NAILS AT VALLEY TRUSS
BASE & SPT24 @ TOP
2x4 #2 SPF BRACING @ NAILING SCHEDULE
EXTERIOR SHEATHING
OUTLOOKER 4"
INFO.
O.C. INFO.
2x BLOCKING BETWEEN
16- O.C. W/ (4) 12d COMMON TRUSSES.
ATTACHED PER
STUDS TO TRUSS W/ (2)
TOENAILS TO TOP SEE TRUSS PLAN
2x4 STUDS W/ USP
NAILING SCHEDULE
12d TOENAILS EACH END
PLATE & (2) 12d END —MIN. (2) 2x4 FOR CONNECTION
SPT22 @ BASE SEE
(BETWEEN TRUSSES (2)
—STRUCTURAL SHEATHING
NAILS TO TRUSS SPFTOP INFORMATION.
J/S6 FOR MORE
GABL
12d NAILS TO EACH
ATTACHED PER NAILING
BOTTOM CHORD PLATE
INFO.
TRUSS
LOW ROOF/WAL
VERTIVAL STUD)
SCHEDULE
SHEATHING ATTACHE
:X
0�
PER NAILING SCHEDULE
2x BASE PLATE W/ (2) 12d
A-\ VARIES W/
OLVARIES SEE PLAN
FOR WALL LOCATION
2x4 BASE PLATE W/
1/2" PLYWOOD
NAILS @ 16- O.C. ALONG W/
USP MTW12 TO BLOCKING
\47 ROOF SLOPE
x
USP LSTA30 OR
MTW12 TO FLOOR
(2) 16d NAILS TO
BELOW @ 16" O.C.
WOOD WALL-\
-- ----- GIRDER BELOW @ 16"
M
EACH COMMON
TRUSS/ FRAMING
OR TRUSS. '--2X4 CONT. W/ (2)
MIN. 2X4 #2 SPF STUDS @
O.C.
I
TYP TOP & BOT70M
SEE PLAN 16d COMMONS
16"O.C. W/ EXTERIOR
----------------------
NAILS EACH
SHEATHING ATTACHED
z
x
STUD TYP. T&B
PER NAILING SCHEDULE &
\— MASONRY WALL BELOW: USP
S
PLYWOOD
(3) 12d TOENAILS TO
:: �.'
HTA16 @ 4'-0" O.C. TO GABLE
FLOORING
TRUSS OR
SEE PLAN FOR PLATE BELOW
MASONRY WALL
A
TRUSS BEAM BELOW: USP
ROOF SYSTEM
TOP OF WALL
OR BEAM
HTW20 @ 4'-0" O.C. TO GABLE
MIN. 2X4 #2 SYP P.T. PLATE
16" FLOOR SYSTEM
FLOOR GIRDER
SEE TRUSS PLAN
TRUSS
4 W/ 1/2"X8" EPDXY ANCHOR
SEE PLAN FOR
SEE PLAN FOR
COMMON TRUSS
LOW ROOF TRUSE A)'
Z(2) 2X6 BLOCKING UNDER FLOOR G.T.
MASONRY WALL SEE @ 3" FROM EACH END &
DIRECTION
CONNECTION
SEE ROOF PLAN
RAISED BOTTOM CHORD
2nd FLOOR WALL W/ USP SEE PLAN
PLAN FOR MORE 16" O.C. MAX.
FOR CONNECTION
EXTENSION SEE TRUSS
JUS24-2 EACH END
SHEAR TRANSFER
INFO.
SECTION
@ FLOOR
MANUF. SPEC'S FOR
CONNECTIONS TO G.T.
EXTERIOR. WALL
-
SECTION ENTRYK�8�
CONNECTION K22
SECTION AT HIP GABLE
SECTION v BUMP
OUTK"N�
qoco`
39
SCALE: 3/4" = V-0"
SCALE: 3/4"= V-0"
SCALE: 3/4"= V-0"
SCALE: 3/4"= l'-O"
SCALE: 3/4"=V-0"
DETAILS
& SECTIONS
L0
G
z
z
z
Ln (D
4_j
r r)
V)
M
0
rA
ce)
tM ce)
0
E
8
C"4
C
U. 00
-00
0
CL C)
< 0
V)
L0 0 v
0 C5
8 D.
N.C.B-D C
1,
0
ce. LL
OQ
J)L (-M
C I
To the best oft0if 't 't#W`e,,infor::tion, and
r
belief, the stru sp.,fi.t ons tined
.tu,.,
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal Is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
Z
0 v
4-J C)
15 %D
> C:)
U.) M
zCn
M Ln
2 2: Ln
CL
CIL 00
z
E
z
z
LLI C)
_j 0
W
ko
0z
8 0,
M
:)zz
0!� z
W
2 2: �
N
W
LU
co re a
- UA
Zz
0
z
z
0
-0
L0
N
P::
0
:D
2:
x:
fa
L_
Lr)
-.j
r
LU
cO
8
a
0
06
U
V)
U)
;;z
Lu
j .
P zo
F—
W
8199
ad -1
H'
Lu
Z
r4lj
0
2
z
LU
Ln
cn
Z
z
t
z
V)
co
0
fy)
z
Uj
Z
0
�,7
z
SCALE AS NOTED
DATE 2/24/2014
TECH: ERAND
VERSION NO 10
SHEET NO.
D1
(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
(1) USP LSTA30 STRAPS
BENT OVER TOP PLATE
TOENAILS 2x4
TO TRUSS TOP
TRUSS SEE R/S6 FOR
CONNECTION INFO TO
CONNECTION IF MSTAM36
CAN NOT BE INSTALLED
1 OR 2 PLY GIRDER
THEN DOWN THE FACE USP SPT4 W/ (6)-1 Od X 1 1/2"
TRUSS. SEE PLAN FOR
OF HEADER/STUDS W/ @ 24" O.C.
EXT. SHEATHING
MASONRY WALL
@ BELOW AND ALT.
CONNECTION.
(22) 1 Od NAILS
- 2x SPF TOP PLATE
(2)
FLUSH W/ TOP
2 OF MASNORY & 8d
2t5:
BLOCKING INFO
(&
SEE PLAN FOR CONN.
2x CRIPPLES @ 16"O.C. (2) 2x HEADER SEE PLAN
SEEFOR
SEEFOR
BLOCKING NAILS T/B FLANGE
BLOCKING
0
1. APPLY SUB
(3) 2x # SPF
W/ (2) 12d TOENAILS T/B INTERIOR HEADER
DETAILS
DETAILS
2xSTUDS
U)
v
FLOOR
ADHESIVE TO
STUDS w/ 10d @
(2) - 2x SPF TOP PLATE
(2) 1 Od TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS.
2x4 CONTACT
8" O.C. EACH SIDE
END OF SILL. MAX. EXTERIOR HEADERS
SURFACE 2x4 #2 BLOCKING
U.N.O. ON PLAN
OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
OPENING LARGER THAN 4 ft (2) 2x
YSTEM
—FLOOR SYSTEM
SEE PLAN
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
2x4 SIDE BRACE
AT 48" O.C.
IF OPENING IS GREATER
THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE
EXCEEDING 6 FEET.
74
OR FLOOR TRUSS FOR
BETWEEN JOISTS
2X CONT. RIBBON
A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END
I
CORRECT BLOCKING
w/ (3) 12d EA. END
INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR li
G.C. VERIFY INTERIOR
REQUIREMENTS
TO HORIZ.
TYPICAL BLOCK I. .
FLOOR DECK
JAMB INFO
1/2" GYP. BOARD OR
BLOCKING
WALL
2x CRIPPLE AT EA. USP LSTA 30 wl (11) - 10d
(2) USP MSTAM36 STRAPS w/ (8) 10d
EXTERIOR STRUCTURAL
1-1/8" RIM BOARD
END OF OPENING TO STUDS ABOVE PLATE
NAILS & (5) Y4" x 2 Y4" TAPCONS
SHEATHING (MIN. 7/16')
FLOOR TRUSS/
NAILED TO STUD
CENTERED ON FLOOR SYSTEM TO
VERIFY W/ PLAN
8d NAILS @ 3" O.C.
JOIST SEE PLAN
(2) USP MSTAM36 STRAP(S)
I -JOIST SEE PLAN
PACK w/1 Od NAILS FLOOR DECK
MASONRY WALL BELOW. CONTRACTOR
WALL SHEATHING
(2) - 12d TOE NAILS TOP
CENTERED W/ (8) 10d NAILS
TIE BEAM
@ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN
MAY USE (2) SIMPSON MSTAM36 STRAPS
TO RIM BOARD
& BOTT. CHORD
& (5) 1/4 TAPCONS.
USP LSTA30 FROM INDOW -
w/ (7) 1 Od NAILS & (4) Y4" x 2 Y4" TITENS
INSTEAD OF USP MSTAM36 STRAPS. IF
SCALE: 1 1/2"= l'-O"
AJS BLOCKING PANEL @ 24"
CONTRACTOR MAY USE
JAMB TO FLOOR TRUSS/ SOLID
WOOD WALL IS BELOW USE (2) MSTA36 SCALE:314"= 1'- 0"
GABLE END RIM JOIST—
O.C. (MAX) AND @ EACH
END OF WALL UNDER
SIMPSON (2) MSTAM36 W/ (7)
10d NAILS & (4) Y4"l TAPCONS
PROVIDE BLOCKING
BELOW JAMBS
BLOCKING BELOW.
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
STRAPS w/ (22) 1 Od NAILS OR (2)
SEE SS FOR RETROIFIT
SEE R/S6 FOR
CORNERS
INSTEAD OF USP STRAP.
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
SIMPSON MSTA36 STRAPS w/ (26) 10d
ST
CONNECTION IF MSTAM36
CONNECTION INFO TO
(2) - 10d TOE NAILS
EITHER STRAP IS ADEQUATE
OTHERWISE DETAIL CAN BE IGNORED
�LL
NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED]
MASONRYWALL
EACH SIDE
IS INSTALLED). EITHER USP OR SIMPSON
STRAPS ARE ADEQUATE FRAMING ATTACHMENT
KIIIIIIII1 IIIIIIIIIIIIIIIIIIIIIIIIIIIII�l�ii
BLOCKING DETAIL r2
GIRDER/COL. CONN. i@ 2nd FLOOR
HEADER CONN. @ 2nd FLOORK4N�
_v
SCALE: 1/2"= 1'l
AS NOTED
SCALE: 3/4"= V-0"
SCALE: 1/2"= 1'l
SEE Q1S4 FOR
USP SPT24 @ EA. STUD W/6-10d
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
2x6 / 2x8 CRIPPLES @ 16" O.C.
JAMB STUD USP SPT4 W/ (6)-1 Od X 1 1/2"
TO STUD & TO TOP PLATE
NOTCHED @ HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP
REQ'D TYP —7 @ 24" O.C.
USP LSTA24 W/(1 8)-1 Gd NAILS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
INFO BELOW ON CONNECTION OF PLATE SEE PLAN
2 - 2 x 4 SPF USP RS150 W/ MIN. 12" END
US P SPT4 W/ (6)-1 Od X 1 1/2"
SEE PLAN FOR CONN.
(CONTRACTOR MAY USE RTT CLIPS)
2x HEADER TO
T Tli�
f
OP PLATES LENGTH ON STUDS W/ (11) 10d
(1) USP LSTA30 STRAPS BENT
@ 24" O.C.
NAIL BACK LEG OF CIPPLE TO (2) SIT
NAILS TO STUDS ABOVE & (11) 10d
OVER TOP PLATE THEN DOWN
(2) - 2X SPF TOP PLATE
HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE
NAILS TO STUDS BELOW.
THE FACE OF HEADER/ STUDS
—1
SEE PLAN FOR SIZE
2 x 4 #2 SPF STUDS
W/ (22) 1 Od NAILS
(2) 2x HEADER SEE PLAN
I
2x6 / 2x8 WALL BEYOND SEE
C AT 16" O.C. U.N.O.
D USP SPT22 W/ (6)-10d TO STUD &
NAILING AREA (TYP.)
HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER
(2) 2x HEADER
(4) - 1 Od TO PLATE
5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
INTERIOR HEADER
SEE PLAN FOR
COL. SIZE
CONNECTION
SEE PLAN
(2) USP MSTA36 STRAPS CENTERED
EACH END W/ 7" EMBEDMENT. IF
END OF HEADER SEE Q1S4 FOR
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
w/ (22) ld NAILS OR (2) SIMPSON
DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER
AT STEP DOWN LOCATION, MIN 7
REQ'D JAMB INFO
EXTERIOR HEADERS
---------
MSTA36 STRAPS w/ (26) 10d NAILS
PLATE SEE PLAN CONNECTION DETAILS FOR
Lj
2xSPF EMBEDMENT PAST STEP.
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
FLOOR SYSTEM OR
(EITHER USP OR SIMPSON STRAPS
12d NAILS AT 6" MORE INFORMATION
T 6
U
BASE PLATE USP SPT4 EACH STUD
2x CRIPPLES @ 16" O.C.
OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS EACH SIDE
2-STY. FRAMING
ARE ADEQUATE)
O.C. TYP T & B USP SPT6 OR
C B
PR -EN ERED @ HEADER /JAMB CONDITION
FLOOR SYSTEM OR IF BUILT-UP STUDS ARE
W/ (2) 12d TOENAILS T/B
10d TOE
(2) NAILS AT EACH END OF
BAND JOIST & BLKG.
(2) 2 x #2 SPT8 @ 24" o.c.
4B
EWALL OR BEAM WAN WALL SYSTEM A.B. TO BE
SILL (MAX. OPENING WIDTH 4
OR LVL GIRDER
SYP U.N.O.
SPACED W/IN 6" FROM OPENINGS
(2) - 2 x 4 SPF
2X CRIPPLE AT EACH END OF
FEET). IF OPENING IS GREATER
(BLOCK SOLID)
AND MULTIPLE STUD PACKS
TOP PLATES
OPENING NAILED TO STUD
THAN 4 FEET, BUT NOT EXCEEDING
6 FEET, A MP3 CLIP IS TO BE
SEE PLAN FOR
2 x CONT. T & B
INTERIOR HEADER
PACK W/ 1 Od NAILS @ 8"O.C.
INSTALLED TO EACH END
COL. SIZE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
2 x 4 SPF STUDS
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
TYPICAL BLOCK WALL---------_,
PLYWOOD ATTACHED PER
NAILING SCHEDULE
T
USP HTT45 BASE W/
AT 16" O.C. U.N.O. (2) 2x HEADER
OPENING LARGER THAN 4 ft (2) 2x SILL
FLOOR TRUSS/ 1-JOIST SEE PLAN
(18) 16d NAILS &
ANCHOR BOLT W/
BOX HEADER
SEE PLAN
TYP
PLATE W/ MP3 CLIPS EACH SIDE
2x4P.T. OH STUDS UNDER 2nd FLOOR HEADER
USP MSTAM36 STRAP(S)
CENTERED W/ (8) 10d NAILS
TIE BEAM
MIN. 6" EMBEDMENT
(2) 2x TOP PLATE
— (2) LSTA12 WRAPPED UP
E PLATE ARE NOT REQ'D TO HAVE
& (5) 1/4 TAPCONS.
CONTRACTOR MAY USE
11
PROVIDE BLOCKING
AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W/ USP
SEE FOUND. PLAN FOR FTG. REQ.
CONNECTIONS. ATTACH STUDS wl (3)
12d TOENAILS T&B
SIMPSON MSTAM36 W/ (7)
BELOW JAMBS
A. I- II. SPT22 & SPT24 (OR SPT4)
PROVIDE EXTERIOR SHEATHING
1 Od NAILS & (4) Y4"x2Y4'f
TAPCONS INSTEAD OF USP
CONNECTORS@ TOP*
PROVIDE (2) CRIPPLES BELOW
STRAP. EITHER STRAP IS
SEE FOUNDATION PLAN
TO ANY GIRDER TRUSS IN THIS
2 ST. INT. BEARING WALL
ATTACHED PER NAILING SCHEDULE
ADEQUATE
FOR FTG. REQ.
2x CRIPPLES TO SITUATION. CONNECT G.T. TO
FOR EXTERIOR 2 STORY WALLS ONLY.
MATCHJACK STUDS W/ (2) - HTW20 TOP & (2)
AND EXTERIOR
SHEATHING CAN STOP ONCE UNDER
r5
HEADER CONN.
2nd FLOOR
STUDS BELOW HTW20 @ BASE TO HEADER
LOWER ROOF.
I
2 STORY COL.
GIRDER
(IF CRIPLILES ARE LESS THAN
SCALE: 1/2" V-0"
SYSTEM 42
SCALE: 1/2" = l'-O"
8" LONG NO STRAPS ARE
SCALE: 1/2" V-0"
REQ'D)
A__A_ '--ADDITIONAL STRAPS
SEE STANDARD HEADER REQUIRED AT TOP PLATE
SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE
"�CONNECTION DETAILS FOR 7_ TO STUDS TO MATCH
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
MORE INFORMATION HEADER STRAPS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
(2) LSTA24 (2) 2x HEADER SEE PLAN
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
(2) USP LSTA30 STRAPS
USP SPT4 W/ (6)-1 Od X 1 1/2"
2x4 STUDS
MIN (3) 2x #2 SPF STUDS @ END OF HEADER
OTHERWISE DETAIL CAN BE IGNORED
BENT OVER TOP PLATE
@ 24' O.C.
PER PLAN
SEE Q/S4 FOR REQ'D JAMB INFO
THEN DOWN THE FACE OF
(2) 2x HEADER SEE PLAN
USP MP3 EACH END TYP.
HEADER/STUDS W1 (22) 10d
DOUBLE 2x4
FOR OPENINGS LESS THAN 4'-0" WIDE,
(1) USP LSTA30 STRAPS BENT
USP SPT4 W/ (6)-1 Od X 1 1/2"
NAILS
2x CRIPPLES @ 16" O.C.
TOP PLATE
SILL MAY BE ATTACHED W/ (2) - 16d
OVER TOP PLATE THEN DOWN
W/ (2) 12d TOENAILS T/B
TOENAILS @ EACH END
THE FACE OF HEADER/ STUDS
@ 24" O.C.
INTERIOR HEADER
2 WS 10d @
(2) 2x SILL PLATE
W/ (22) 1 Od NAILS
(2) - 2X SPF TOP PLATE
(2) 2x HEADER SEE PLAN
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
3" 0/
@END OF HEADER. SEE
STUDS 16- O.C.
2x CRIPPLES @ 16" O.C.
INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
TOP SPLICE
@
W/ (2) 12d TOENAILS T/B
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
INFO.
OPENING LARGER THAN 4 ft (2) 2x
EXTERIOR HEADERS
SILL PLATE W/ III CLIPS EACH SIDE
(2) - 10d TOENAILS AT EACH A,
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2x CRIPPLE AT EACH END OF
(2) - 10d TOENAILS AT EACH END OF
END OF SILL (MAX. OPENING
OPENING LARGER THAN 4 ft (2) 2x
OPENING NAILED TO STUD
SILL (MAX. OPENING WIDTH 4 FEET).
ALT. HEADER ANCHOR
r8
WIDTH 4 FEET). IF OPENING
SILL PLATE W/ MP3 CLIPS EACH SIDE
PACK W/ 10d NAILS
IF OPENING IS GREATER THAN 4,
IS GREATER THAN 4 FEET
FEET BUT NOT EXCEEDING 6 FEET,
Vv
BUT NOT EXCEEDING 6 FEET,
MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCK WALL
A MP3 CLIP IS TO BE INSTALLED AT
PROVIDE 2x4 ON
SCALE: N.T.S.
A MP3 CLIP IS TO BE
INSTALLED AT EACH END
OF HEADER SEE Q1S4 FOR
EACH END.
FLOOR DECK
TOP OF 2x8 TO
v
REQ'D JAMB INFO
BLOCK OUT TOP
2x CRIPPLE AT EACH
USP LSTA30 CENTERED
(2) USP MSTAM36 STRAP(S)
FLOOR TRUSS/ I -JOIST SEE PLAN
PLATE ATTACH
X1011
END OF OPENING
NAILED TO STUD PAI K
W/(22) 1 Od NAILS
CENTERED W/ (8) 10d NAILS
2X CONT. RIBBON
W1 (2) 1 Od NAILS
W/ 10d NAILS @ 8"o.c.
FLOOR DECK
& (5) 1/4 TAPCONS.
TIE BEAM
@ 3" O.C. 2x4 BEYOND
AGAINST 2x8
DOUBLE
CONTRACTOR MAY USE
2x8 TOP
FLOOR TRUSS/ I -JOIST SEE PLAN
SIMPSON (2) MSTAM36 W/ (7)
PROVIDE BLOCKING
STUDS
PLATE
SEE PLAN FOR BEAM
1 Od NAILS & (4) Y4"x24"
BELOW JAMBS
2x8 STUDS 2x4 W/ 2 ROWS
SIZE & CONNECTIONS
TAPCONS INSTEAD OF USP
NOTE:
PER PLAN OF 10d NAILS
STRAP. EITHER STRAP IS
PLATE LENGTHS MUST BE
@ 3" O.C.
HEADER CONN.
2nd FLOOR
ADEQUATE HEADER CONN. @ 2nd
AT LEAST 4'-Ow LONG. TYPICAL
W/ HIGH BM
FLOOR
[DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: 1/2"= 'I'l
SYSTEM 42
SCALE: 1/2"= V-10"
SCALE: 3/4"= V-0"
'a
(D
z cr)
81
10
Z
z
V) (D
(1) —
4-J LU
U
0
E
v)
LU
E
8
cc
02,
g
u .
4)
Z LL 00
- Ci
0 -,
r1f W
.he
<
0) CL 0
Lo 0 'T
Al
RD.
-D-C
v
U_
0.0
Lu
Uj
i
"U.
12 0- 61 6 C,
LL
urilI
liz I
To the best of the Engineer's knowledge, information, and
I I ese raw ngs comp y w e ort u
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
0
C)
z ell
0 cu rl
0-4 4.J C:)
v) -5 kD
> (D
fn
C)
N
CU LA
U_
M Cn
00
z
EIIII-IIIIIIII�
C"'
W _j C)
%D
m
z
Z
8,0,
06%
zz
�jz
Izz W
QL i
�22,8
t� � N
6 ts 0
Z Z
>-8
In
0
P
I
z
C,
(2
Lr)
LLJ
U)
8
CU
>
r4l
Clots
UI
(j)
I
C/)
_j
uj
Uj
Z
z
r_4
CY
-
LLJ
Ln
Uj
m:
<
� 0
Cn
<
z
r?
Z
z
t
0
0
LU
;�m
z
IAj
rl
V)
SCALE AS NOTED
DATE: 2/24/2014
TECH: ERAND
VERSION No' 2mO
SHEET NO.
D2
WEATHER
RESISITIVE
BARRIER
I HEAD FLASHING TIE-IN INSTRUXTIONS:
1 . Cut, fold up & temporarily secure west
barrier above header to allow for flashing
THESE DETAILS ARE GENERIC AND installation
MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under
AND WATERPROOFING METHODS TO weather resistive barrier
3. Fold weather resistive barrier back over head
BE USED.
flashing and seal with tape
Scale: NTS
SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING
DO NOT FLASH OVER
BOTrOM NAILING
FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
DECK JOIST
NOT USED
NAILING FLANGE
"I WEA-MER
i/E BARRIER &
LARILY SECURE
EXTERIOR
SHEATHING
WEATHER
RESISITIVE
BARRIER
ED FLASHING
SELF -ADHERED FLASHING
WEATHER RESISTIVE
BARRIER
WOOD FRAME CONSTR.
SELF -ADHERED FLASHIN
BY LAPPING DOWN ,
OVER RIM JOIST AND UP
WALL BY 6 IN.
SEAL TOPS OF JOIE
UNDER DECKING
(SEE DETAIL WP07)
DOOR ROUGH OPENING
3/4"-l' BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SELF -ADHERED FLASHING
SUBFLOOR
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"A" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETUFrNI
I
UP JAMB 6". USE LIQUID NAIL BRAND
X
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF-ADHER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SELF -ADHERED FLASHING
OUTSIDE CORNER
NOT USED
RIM JOIST
INSTALL SELF -ADHERED
FLASHING JAMB & HEAD
FLASHING, SEE
FLANGED WINDOW
(SEE DETAIL WP01)
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6'
VERTICALLY FROM
BOTTOM OF
THRESHOLD
SELF -ADHERED FLASHING
PATCH
ERED FLASHING
1
2
4
5
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0.6 cm: 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT. FIN.
mi HI DAPER
�TH
(D
SELF -ADHERED FLASHING
CEMT. FINISH SILL] POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
THROUGH SELF -ADHERED
FLASHING SELF -ADHERED FLASHING
SCORED
RELEASE PAPER
(BEFOFIE FOLDING. SCORE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
SELF -ADHERED FLASHING
INSIDE CORNER
Ground
FOUNDATION WEEP SCREED
NOT USED
0,
Water Resistant Barrier
Lath
Sheathing
Stucco
FLASHING REQUIREMENTS
R612. 10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply With Section R703.8.
R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally,
With the upper layer lapped over the lower layer not less then 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152
mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner
to meet the requirements of the exterior wall envelope as described in Section R703.1
Exception: Omission of the water -resistive barrier is permitted in the following situations:
1. In detached accessory buildings.
2. Under exterior wall finish materials as permitted in Table R703.4
3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier.
R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or
penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The
flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations:
1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the
water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance With one or more of the
following or other approved method:
1.1 The fenestration manufacturer's written flashing instructions.
1.2 The flashing manufacturer's written installation instructions.
1.3 In accordance with FMA/AAMA 100, FMAIAAMA 200, or FMAIWDMA 250.
1.4 In accordance with the flashing method of a registered design professional.
2. At the intersection of chimneys or other masonry construction With frame or stucco walls, With projecting lips on both sides under stucco copings.
3. Under and at the ends of masonry, wood or metal copings and sills.
4. Continuously above all projecting wood trim.
5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6. At wall and roof intersections.
7. At built-in gutters.
R703.6.2.1 Weep Screeds,
A Minimum 0.01 9-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of
3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926.
SELF -ADHERED FLASHING
PRODUCTS DETAILS
TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND
ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1
Detail Instructions
Refer to the number marked as in each detail that corresponds to the numbered items in the list of
E)
instructions below:
1 Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -
for ease of installation and to minimize scoring cuts
5. Remove all release paper per standard installation instructions and adhere to substrate using a square
piece of flashing material (6"x 6" Minimum)
6. Fold as shown by arrows
7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner
8. Mechanically fasten as necessary
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
withASTMC1063
Building Paper
-7/16" O.S.B.
sheathing
Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/211 to 211
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
/0"*N WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
7/16N O.S.B.
sheathing
.Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside comer Will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
(D "'M
Z co
0
a)
ff =A
- 0
Z W
Z
<
__J
0-
Z
0
C-n
Q)m
4-J U-1
0
U
0 U-1
-(D-
:D
c.,
V)
8 CD
r-
Pt
UJ
E
8
tm co
r_ ca co
12 :2 c'4'
000
*
C)
r- U_ Go
S -co
0 cc
co .19
ao
-19
< 0
LO 0 V
A
ED.
N,C
U9 V
V0
Z64 0
1A
Zd 6
_J Z
r r� Z
g CLn
0) C'i
LU
M.
C LL 0
c:
CL
03
a- LLJ
Z 0 -0 coo)
a 4 <
10
Z 0%
IL
C'J
U, Ct CI)
V
_J
8
0
110
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
0
CD
Z r1sl
0 0 r,
"4 4-J CD
Ln 13 %0
>
f0 In
"D
Z
V-
r
0 N
(1) - Ln
L U_
CL
>� �
CY- U M
Q. 00
Z
<
z E
C�
WLLJ
_J 0
oG-
H
f
I
!9 Z
I Lu
CJ)
g I': -.
ff 8
J
-!i Z
:;Fc
1--
Z
r,
Ln
LL1
0
Z
0
0
2
N
U)
LL_
0
'4
2:
2:
CU
>
0
0
U
CL
LLJ
LU
H
I
I"-- f0- Zo
-7
999
2
P2
H
a Lu
<
PX0
Z
Z
LLJ
Lr)
lu
U, 2
,to
1 ;5 ff�
Li
Z
<
Z
Z
t4l
T
Z
Z
LLJ
ji
Z
2
0
ir--�
'%
U)
i�
rn
T__4
0-
(n
X
pi
SCALE AS NOTED
DATE 2/24/2014
TECH: EMND
VERSION NO 2nO
SHEET NO.
W P
A—!
CU CD
>
US11 Comiectors Cros�, Reforoiice 2
USP F [,,nda Statowide EvakiaWn Report Simpson F�orida Statewido Evolualion Report (D 2
Product Approval No Basis Stck "At) P,oducA, Approval No. Basis (D
StoLk No, I C C5
A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 (1)
HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 cf) -=
-cu C/5
HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 -0 .0
HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549
HD216-3 FL17232.3 ESR-3"5 HU216-3 FL10655.29 ESR-2U9 0
HD26 FL17232.2 ESR-3445 PRODUCT APPROVAL SPECIFICATION SHEET 0
HU26 FL10655.31 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below N - LL_
HD28-2 FL17232.3 ESR_W5 HU28-2 FL10665.34 ESR-2549 they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the 0 66-
product approval number for any of the applicable listed products. CU >
FL17232.4 ESR-3445 HU410 FL10656.44 ESR-2549 0
HD410 cf) E
HD412 FL17232.4 EBR-3445 HU412 FL10655.45 ESR-2549 Cl)
Category/Subcategory Manufacturer Product Description Approval Number(*) ICU
HD610 FLI 7232.4 ESR-3445 HU610 FL10655.51 ESR-2549 Test Pressures CU 402
HD0410 FLI 7241.5 ESR 3444 HUCQ410 FLI 1468.11 SIM200804 1. EXTERIOR DOORS CO
A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psi
HGA10IKT FLI 7236.6 ESR-3"8 HGA10KT FLI 1470.4 SIM200803
HGAM10KT FLI 7699.1 Evaluation Report HGAM10KT FLI 1470.4 SIM200803 ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf
HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaTru Fiber Classic I Smooth Star FL15000.1 +55.01-55.0 psf
HTA16 FL17680.2 Evaluation Report HETA16 I'Ll 1473.5 SIM200802 B. SLIDING General Aluminum Company Series 4201430 FLI 5332.1 - FLI 5332.5 +40.0/40.0 psf
HTA20-18 FL17680.2 Evaluation Report HETA20 FLI 1473.5 SIM200802 C. SECTIONAL Clopay Building Products Residential WlndCode Doom W5 (8X7) FL15279.37 +30.0/-32.0 psf
HTT16 FL17324.1 Evaluation Report HTT1 6 FLI 1496.1 ES-Oi3O Clopay Building Products Residential WlndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf
HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.86 +38.0/-42.0 psf
HTT4 FL1 7219.2 ER-0200 HTS16 FL10456.22 ESR-2613 Clopay Building Products Residential WindCode Doors W8 (16X7) FL15279.102 +37.0/-41.0 psf
HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FLI 1537.1 NIA (see Inst sht)
HTW16 FLI 7244.8 ESR-3455 HTS24 FL10456.24 ESR-2613
HTW20 FL17244,8 ESR-3455 HTS30 FL10456.26 ESR-2613 2. WINDOWS
HTW24 FL1 7244.8 ESR-M5 HTSM16 FLI 1473.11 SIM200002 A. SINGLE HUNG- General Aluminum Company Series 15=1570 FL1 5217.4 - FL1 5217.5 +50.0/-55.0 psi
HTW30 FL1 7244.8 ESR-3455 HTSM20 FLI 1473.11 SIM200802 General Aluminum Company Series 190011970 FL15217.7 - FL15217.9 +40.0/-50.0 psf
HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL1 5288.1 - FLI 5288.2 +40.0/-50.0 psf
HT"WM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 General Aluminum Company Series 1980/1990 FL1 5288.3 - FL15288.4 +40.0/-50.0 psi
HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 C. FIXED General Aluminum Company Series 1550/1570 FL1_5278A - FL16278.5 +40.01-40.0 psf
HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 General Alurninum Company Series 1 9=1 970 FLI 5278.7 - FLI 5278.9 +40.0/-50.0 psf
HUS210-2 FL17232.7 ESR-W5 HUS26 FL10655.94 ESR-2549 D. MULLION General Aluminum Company 1445. 5347 and 5547 Vertical Mullion FL15333.7 NIA
HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 E. OTHER
HUS26 FLI 7232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549
HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549
3. PANEL WALL
HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FLI 3192.1 - FL1 3192.2 N/A
JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit FL1 5272.1 - FLI 5272.2 +70.0/-70.0 psf W
JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549
JUS210-2 FL17232.12 ESR-1445 LUS26 FL10655.111 ESR-2549 C. OTHER
JUS24 FL17232.11 ESR-3Q15 LUS26-2 FL10655.112 ESR-2549 4. ROOFING PRODUCTS
JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549
JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30140 (and AR), FL5444.1 N/A
JUS28 FL17232.12 ESR-W5 LEG3 FL10667.71 ESR-2615 XT25 (and AR), XT30 (and AR)
JUW FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A
KLEG3 FL17241.15 ESR 3444 LSTA12 FL1 0852.4 ESR-2105 HomeGuard Building Products, Inc ToughSldn Synthethic Underlayments FL21675.1 N/A
KST260 FL17244.15 ESR-3455 LSTAIS FL10852.4 ESR-2106 C. ROOFING FASTENERS NOT USED
LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 NIA
LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 Florida Metal Products, Inc Vent RV10 FL2076.1 N/A
LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A
LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL1 6688.1 N/A
LSTA30 FL17244.18 ESR-3455 LTTI 9 FL1 1496.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A
LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 Borst Tile Saxony 9W FL7849.13 - FL7849.16 N/A
LTS19 FL17219.3 ER-0200 LTT131 FL1 1496.3 ER-130 F. OTHER
LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2813 5. SHUTTERS
LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5076.1 - FLI 5076.2 N/A
LTVV12 FL17244.8 ESR-M5 LS30 FL10446.15 ESR-2606 Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A
LUGT2 FL17240.2 ESR-3"7 A34 FL10446.3 ESR-2606 Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psi
MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 All American Shutters Galvanized Steel Storm Panels FLI 7869.1 N/A
MP34 FL1 7244.23 ESR-3455 LS50 FL10446.16 ESR-2606 &STRUCTURAL
MP4F FL1 7244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 COMPONENTS
MP5 FLI 7244.22 ESR-3455 MSTA12 FI_10852�8 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart
MPH3516 FL17240.3 ESR-3"7 MSTA15 FL10852.8 ESR-2105 ANCHORS Simpson Strong -Tie see chart
MSTA12 FL17244.18 ESR-W5 MSTA18 FL1 0852.9 ESR-2105 B . TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999.1 - FLI 999.4 N/A
MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A
MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105
MSTA24 FL17244.18 ESR_W5 MSTC40 FL10852.11 ESR-2105 C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A
MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N
MSTC40 FL1 7244.26 ESR-3455 MTS12 FL1 0456.33 ESR-2613 Weyerhaeuser Engineered lumber - TJI FL1630.1 -FL1630.11 N/A
MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 Weyerhaeuser !Level Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A
MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Untes FL158.1 NIA
MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA
MTW18 FL17244.8 ESR-3455 MGT FL1 1470.9 SIM200803 Powers Steel, Inc. PSbox8LT, PSboxBLT(5-5/8) FL5450.1 N/A
MTVV20 FL17244.8 ESR-3455 MSHA3.56/11.25 FL10866.12 ESR-2616 Powers Steel, Inc. PowerBOX8 Lintels _71 1383.1 N/A
MUGT15 FL17240.5 ESR_W7 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be
NFM35XI 2 FL578.2 Evaluation Report MBHA3.56/16 FL10866.12 ESR-2616 available to the Inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and carlilted to comply with, 3) copy of
HDU2-SDS2.5 FLI 0441.4 ESR-2330 the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection.
NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615
PAU44 FL17239.13 ESR-3"9 FGTR FLI 1473.2 SIM200802
PAU66 FL17239.13 ESR-3"9 CS16 FL10852.1 ESR-2105
PHD2A FLI 7219.4 ER-0200 H I FL10456.5 ESR-2613
PHXU3516 FL17241.20 ESR-3444 H10 FLI0456.6 ESR-2613
RFUS FL6223.5 Evaluation Report H 10-2 FL10456.7 ESR-2613 E
RS150 FL1 7244.27 ESR-3455 H10A FLI0456.6 ESR-2613 -6-0
RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 =:3 a)
RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 (D
APPLICANT SIGNATURE DATE c-
RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613
RTaA FL17236.11 ESR-3448 H2.5 FLIG456.11 ESR-2613
RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613
RT5 FL17236.11 EBR-3448 H8 FL11470.3 SIM200803 >
RT7 FL17236.11 ESR-3448 SPI FLIG456.41 ESR-2613 C)
RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 L_
RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 > CL
SPT22 FL172".30 ESR-M5 Spe FL10456.44 ESR-2613 CDL
SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 0 <
SPT4 FLI 7244,32 ESR-3455 SPH4 FL10456.46 ESR-2613 -6-011
SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 0
SPT8 FL1 7244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 =3
SPTH4 FL1 7244.32 ESR-3455 U24 FLI0655.141 ESR-2549 -a
0
SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549
SPTH8 FL17244.32 ESR-3455 HHUS41 0 FL10665.4 ESR-2549
SUH24 FL17232.14 ESR-3445 HGUS6.25/12 FLI 1468.11 SIM200804 <
THD28 FL17232.17 ESR-3445 HGUS414 FLI 1468.10 SIM200804
THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330
THD410 FL17232.17 ESR-3445 MSTAM24 FL1 1473.19 SIM200802 ICU
THD412 FL17232.17 ESRW5 MSTAM36 FL1 1473.19 SIM200802
THD612 FL17232.17 ESR-3445 MSTCM40 FL1 1473.19 SIM200802
THDH414 FL17232.18 ESR-3"5 HHETA20 FLI 1473.9 SIM200802 =3 <
UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FLI 1470.7 SIM200803
UPHD8 FL17219.6 ER-0200 LGUM26-2 FL1 1473.12 SIM200802
LJJ
<
Z
SHEET NO.
PA 1.0
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 2
l/W017
FL#15225-R3
Code
Entft or
20 Date DaW Pending
Date
Type Versio
Manufacture
Contact Engineer & License
Validated BV
Validated Submitted FBC Approval
Approved
Status
Revision 2014
Therrna-Tru Corporation
RickWdght National Accreditation &
Ryan J. King, P.E.
06/2a=15 06/IWM15
0710512015
Approved
Category. Exterior Doom
(419) 2W1740 Management Institute
(813) 767-85�
Subcategory-. Swinging Exterior Door Assemblies
rickv4rwbidgeonsuftnts.
Compliance Method: Certification Mark or Listing
com
Quality Assurance
Approved for Use Approved for Use
Impact
Design
S-0
Product Model, Number or Name
Product DescriPtIon
Contract lExpiration
Data In HVHZ Outside HVHZ
Reelsftryt
Pressu
5
a. "Snvx)th-Star" and "Benchmark by
&8 and 8/0 Opaque and Glazed Fiberglass Door with
12131=1
No Yes
No
NIA
Therma-Tru"
and without Sidefites. Inswing and Outswing
6
f. "Premium Series", "Construction
6/8 and 8/0 Opaque and Glazed Steel Door with
12131=1
No Yes
No
N/A
Series" and " Benchmark by Therma-Tru"
Transcirre. With and without Sidelites. Inviving and
vvith Transoms
Outswing
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
FLX11527"4
2292 Entity or
I= YML2 Manufacturer Contact Validated By
Revision 2014 Clopay Building Products Company Mark Westerfield I ritertak Testing Services NA,
Approved Cartegory* Exterior Doors (513) 770-e= Inc. (513) 519-6W
SubCatagory: Sectional Exterior Door Assemblies nwmWrfield@ciopay.com
Compliance Method: Certification Mark or Listing
ELM 5279-R4 ProduS11
Page 1 of 1
1/%2017
211 20 Date Pending 20
Validated Submitted FBC Approval Approved AMR
Gary Pfuehler 0&12/2015 03flOM15 06/2112015
Quality Assurance
Approved for Use
Approved for Use
IM Pact
Design
SQQ 8
Product Modial. Number or Name
Product Description
Contract Expiration QO
In HVHZ
Outside HVHZ
Resident
Pressure
37
037W5-09 PAN-2FI51:84A, 94,73, 75,1500,190,76,
Steel Pan (min. 25 ga.) Single -Car (up to 9'0"vAde)
05/21/2028
No
Yes
No
+30 PSF/-32
76V, 4RST, 4RSF, 8RST, ORSF, 2RST, 48,42,55, 48B,
WINDCODE® WS Garage Door
PSIF
42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV,
ED5S,ED5SV
53
053 W5-16 PAN-2FI53: 84A, 94� 73,75,1500,190,4RST,
Steel Pan (min. 25 ga.) Double -Car (92"to 190"
05121/2028
No
Yes
No
+30 PSFA30
4RSF, ORST, 6RSF, 48,42,55,48B, 42B, 55S, GD5S,
wide) WINDCODE 74, W5 Garage Door
PSF
GDSSV, GR5S, GR5SV, ARSS, AR5SV, ED5S, ED5SV
85
085 W8-09 PAN-2Fl 53: 73, 75, 84A, 94, 42, 48, 42B. 488,
Steel Pan (min. 25 ga.) Single -Car (up to 9'0"vvide)
05/21/2028
No
Yes
No
+38 PSFI-42
4RST, SRST, GD5S, GR5S, AR5S, ED5S
WINDCODE® W6 Garage Door
PSF
102
102 WO-16 PAN-2F153: 73,75,84A, 94. 42,48,42B, 48B,
Steel Pan (min. 25 ga.) Double -Car (92" to 162"
05/21/2028
No
Yes
No
+37 PSF/41
4RST, ORST, GD5S, GR5S, ARSS, ED5S
wide) WINDCODE 74; W6 Garage Door
PSF
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pagel of 1
119Q017
FLX15280-R2
2992
Entity of
20 20
Date Pendina
20
Versig
Manufacturer
Contact Engineer & License
Validated By
Validated Submitted
FISQ Approyall
Approved
Status
Affirmation 2014
MI Windows and Doors
Brent Sitfinger Luis Roberto Lomas
Steven M. Urich, PE
04/30/2015 04/30/2015
051100015
Approved
Category: Windows
(717) 365-3300 PE-62514
(717) 317-8464
SubCategory Horizontal Slider
bsidinger@mi�W.com
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#i52WR2 Products
2291
Product Model, Number or Name
Product Description
Quality Assurance
Contract Expiration
Approved for Use Approved
Date In HVHZ Outside
for Use
HVHZ
Impact
Resistant
Design
Pressure
I
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
1213112017
No
Yes
No
N/A
72)(54
2
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
12/3112017
No
Yes
No
N/A
72X64
3
SERIES GA 196 ALUMINUM XOX HORIZONTAL S.]DER
SERIES GA 198 ALUMINUM XOX HORIZONTAL
12/31/2017
No
Yes
No
NIA
SLIDER IOBX48
4
SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM XOX HORIZONTAL
12/31/2017
No
Yes
No
N/A
SLIDER
FL51319244
Code
Tym Verslo Manufacture
Revision 2014 James Hardie Building Products, Inc.
Category: Panel Wags
SubCategory. Siding
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FLXII 3197, R4 Products
J*dgj Product Model. Number or Name
I Cemplank Lap Siding
2 HardiePlank Lap Siding
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity o
Contact Engineer & License
Pingsheng Zhu Ronald 1. Ogavva
(909) 349-2927 PE-24121
pingshong.zhu@jameshar
die.00rn
Product Description
fiber -cement lap siding
fiber-oement lap siding
Validated By
John Southard, P.E.
(352) 367-2526
Page 1 of 2
1WO17
DM Date Date Pendina Data
Validated Submitted FBC Approval Approved SMS
Oar2&2015 08117/2015 09/0712015 10/16=15 Approved
Quality Assurance Approved for Use Approved for Use Impact Desian
Contract Expiration Date In HVHZ Outside HYHZ Resistant Pressiure
01101=8 Yes Yes N/A NtA
01/01/2018 Yes Yes N/A N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 1
102017
FLM 5000-R2
22A Entity or 29a Date Pending 22M
I= Virslo Manufacturer Contact Engineer & License Validated BV Validated Submitted FBCAipproval Approved Status
Revision 2014 Therma-Tru Corp -oration RickWright Lyndon F. Schmidt, RE Ryan J. King, P.E. 0e/2&X)l5 05/29/2015 07/05/2015 013119/2015 Approved
Category Exterior Doors (419) 298-1740 PE-43409 (813) 76741555
SubCategory Swinging Exterior Door Assemblies rickA@rwbklgconsuttants.
Compliance Method: Evaluation Report from a com
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL*15000-R2 Products
Quality Assurance Appircived for Use Approved for Use Impact Destan
211181.9 Product Model. Number or Name Product Dewriptlon Contract Expiration In HV+IZ Outside HVHZ Resistant Pressure
1 a. "Fiber-CIassk;", or "Smooth-Star" 6&"9;8 "Non4mpact" Opaque Fiberglass 121'31/2018 Yes Yes No NIA
Door with & without Sidelite(s) - Outswing ()� OX
or XO, OXO, Xy, OXXO Configurations)
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
FLX1 1537-R
220
Entity or
Manufacturer
contact Engineer & License
Revision 2014
CURRIES Division of AADG, Inc
Nelson Kraschel UL LLC
Category: Exte6or Doors
(641) 423-1334
SubCategory: Exterior Door Components
nalson. kraschel@dcorgro
Compliance Method: Certification Mark or Listing
up.corn
FL#11537-R$
Products
M191
Product Description
1
607,707,727, 7, and 647 Single and Pairs of Doors
Flush, Glazed, and Louvered single and pairs of
hollow metal doom
2
M, CM, and G Series Frames
Three skied and four sided single and paim of
frames. Tansom frames.
Validated By
Ted Berman, PE
(305) 868-4707
Page I of I
IM012017
20 Daft Pending 20
Validated Submitted FBC Approval Approved AIW
07/21 r2015 07/21/2015 07/27/2015 Approved
Quality Assurance Approved for Use AppnDvad for Use IMDaCt Desion
ContrAd Expiration Date in HVHZ Outside HVNZ Resistant Pressure
1213112017 Yes Yes Yes NIA
12f3l/2017 Yes Yes Yes N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 3
V9/2017
FLX1 5276-R4
Code Entity o Date Date Date Pending Date
IV_e Velmio Manufacture C Engineer & License Validated By ValidoW Submitted! FBC Approval Approved stews
Revision 2014 MI Windows and Doors Brent Sitfinger Luis Roberto Lomas Steven M. Urich, PE 09MI/2015 08/31/2015 09/0512015 10116=15 Approved
Category: Windows (717) 385-3300 PE-62514 (717) 317-8454
SubCategory: Fixed
bsitfingerCmiwd.00m
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
FLX15278-R4
Professional Enginew
Products
Id"
Product Model. Number or Name
Product Description
4
SER:ESGA195 ALUMINUM PW
SERIES GA 195 ALUMINUM P`WNI98X48 FIN
5
SERESGA195ALUNNUM PW
SERIES GA 195 ALUMINUM PWN172X72
FLANGE
7
SERIES GA 195 ALUMINUM PW
SERIES GA 195 ALUMINUM PWNI96X48
FLANGE
8
SERIES GA 276 THERMALLY BROKEN ALUMINUM
PW SERIES GA275 THERMALLY BROKEN ALUMINUM
PW NI 72X72 FIN
9
SERIES GA 505 ALUMINUM PW
SERIES GA 505 ALUMINUM PWN172X72 FIN
FL#15272-Rl
2M
Verski
Manufacturer
Revision 2014
Alside
Category: Panel Walls
SubCatagory Soffits
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL*15272-Ri
Products
=guct Model, Number or Name
I
a."Zr"Son
2
b, &,quot;AIIianceT4" Soffit
Quality Assurance
Contract Expiration Data
12J31/2017
ApprovedimUse
In HVHZ
No
ApprovedforUse
Outside HVHZ
Yes
Impact
Resistant
No
Design
Pressure
N/A
12/31/2017
No
Yes
No
N/A
12/31/20`17
No
Yes
No
N/A
IIX31=17
No
Yes
No
NIA
12/31/2017
NO
Yes
No
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of I
11W017
Entity or 20 201 Date Pending 202
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status
NickThompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02r2312015 02119/2015 03101/2015 04/15/2015 Approved
(330) =-ZJN PE-43409 (813) 7674555
nthompson@alside.00m
Quality Assurance Approved for Use Approved for Use Impact Design
Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure
Vent or Solid Vinyl Soffit 12131 =1 8 No Yes No N/A
Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A
FL#15332-R3 Products
SQQ 9
Product Model, Number or Name
4
SERIES 420 ALUMINUM SGO REINFORCED
5
SERIES 420 ALUMINUM SGD REINFORCED
7
SERIES 420 REINFORCED ALUMINUM SGD
8
SERIES 430/440 ALUMINUM SGD
9
SERIES 430/440 REINFORCED ALUMINUM SGD
F1.81152117-114
29A
YSIlg
Manufacturer
Revision 2014
MI Windows arid Doors
Category Windows
SubCategory. Single Hung
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FLM 521 I-R4
Products
Nod"
EL12bet Model. Number or Name
4
SERIES GA 195 ALUMINUM SH
5
SER% GA ALUMINUM SH
7
1195
SERESGA 95ALUNNUMSH
8
SERIES GA 195 ALUM NU M TRIPLE SH
9
SERIES GA 195 ALUMINUM TWIN SH
FLX15333-R2
9AI
I= y9ndg Manufacturer
Revision 2014 MI Windows and Doors
Category Windows
Subcategory: Mullions
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FLXi5333-R2 Prod ucts
Ifing Product Model, Number or Name
7 1445.5347 AND 5547 VERTICAL MULLION
FL#5444-Ri 0
2992
I= yj= Manufacturer
Revision 2014 Certainreed Corponation-Roofing
Category,. Roofing
Subcategory: Asphalt Shingles
Compliance Method: Evaluation Report from a
Florida Registered ArchkW or a Licensed Florida
Professional Engineer
FLO5444-RIO Products
uct Model, Num bar " Name
I CertainTeed Asphalt Roofing Shingles
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Product Description
SERIES 420 ALUMINUM SGD REINFORCED O)�
XO, )0(9Wuotx96&quct;
SERIES 420 ALUMINUM SGD REINFORCED)00(
143&quat;x96"
SERIES 420 REINFORCED ALUMINUM SGD OXO
l4%qu0t.x98"
SERIES 430/440 ALUMINUM SGD)=
143"x80" NON -REINFORCED
SERIES 430/440 REINFORCED ALUMINUM SGD
)O(X 143"x96"
Page I of 2
1/9=17
Quality Assurance
Approved for Use
Approved for Use
Impact
Design
Contract S(piration Date
In HVHZ
Outside HVHZ
Resistant
Pressure
1261/2017
No
Yes
No
N/A
12131/2017
No
Yes
No
N/A
12131/2017
No
Yes
No
N/A
12/31/2017
No
Yes
No
N/A
12/31/2017
No
Yes
NO
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Contact Engineer & License
Brent Shfinger Luis Roberto Lomas
(717) 3e5_1300 PE-82514
bsfflinger@rmwd.com
Product Description
SERIES GA 195 ALUMINUM SH NI 44X84
SERIES GA 195 ALUMINUM SH NI 54X72
SERIES GA 195 ALUMINUM SH NI 54X72
SERIES GA 195 ALUMINUM TRIPLE SH NI
CONTINUOUS HEAD AND SILL 108X72 NON
IMPACT
SERIES GA 195 ALUMINUM TWIN SH NI
CONTINUOUS HEAD AND SILL 881/8X72
Validated By
Steven M. Urich, PE
(717) 317-8454
PW 1 of2
VW07
20 21W.Mm= 20
Validated Submitted FOC Approval Approved All"
0&3=015 00/25/2015 07/06/2015 08/1912015 Approved
Quality Assurance
Contract Expiration Date
12/31/2017
Approved for Use
In HVHZ
No
Approved for Use
Outside HVHZ
Yes
Impact
Resistant
No
Design
Pressure
N/A
12131/2017
No
Yes
No
NIA
12131/2017
No
Yes
No
NfA
12131/2017
No
Yes
No
NIA
12/31/2017
No
Yes
No
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Contact Engineer & License
Brent Siflinger Luis Roberto Lomas
(717) 36&3300 Pr=-62514
bsiflinger@nliwd.00m
Product Description
1445,5347 AND 5547 VERTICAL MULLION
Validated By
Steven M. Urich, PE
(717) 317-8454
Page I of I
1/9)2017
20 20 Date Pendino 20
Validated Submitted FBC Approval Approved All=
0&2912015 06/19/2015 07/0512015 0811912015 Approved
Quality Assurance Aoncoved for Use Approved for Use Impact Design
Contract Expiration Date In-HVHZ Outside HVHZ Resistant Pressure
12t3l/2017 No Yes Yes N/A
Florida Department of Business & Professional Regulation Page I of 2
Building Codes and Standards 119nOl 7
Product Approval Application Detail
Entftvvr 20 20 Date Pend [no 20
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved
Mark Hamer Robert Nieminen John W. Knezervich, PE 12114/2016 12/08/2016 12115/2016 Pending FBC Approval
(610) 651-5847 PE-59166 (954) 772,M4
markd.hamer@sairyt-gob
ain.com
Quality Assurance Amraved for Use Approved for Use IMDaCt Design
Product Description Contract Baitration Date In HVflZ Outside HVHZ Resistant Pressure
3-tab, 4-tab, strip (no -cut-outs), laminated and 07/030017 No Yes N/A N/A
architectural asphalt root shingles
Cn
-Cu
>
2
a)
CL
ca.
8
2
CU
.0-0
0
-0
C:
CD
C)
-cu
Cn
a
0
a
2
0
CU
COD
.0
CU
LL
%4__
0
CU
>
J=_
-a
a)
Cn
E
L_
.2
ca
0
L_
Q_
CU
'102
<
Z
Z
W
<
U)
(D
U)
0 ICU
2
-6-0
0
=3
-00
Cn 0-
a)
U)
ICU
Im
<
ICU
LU
Z
Z
_j
a_
SHEET NO.
PA 1 al�
CO —CU 0)
> =
2
C-L
2
Florida Department of Business & Professional Regulation
Page i or i
a) c-L o
Building Codes and Standards
I/WOi7
C CU -0 a —
Florida Department of Business & Professional Regulation
Page 1 of 3
Florida Department of Business & Professional Regulation
Page 1 or 1
Product Approval Application
.4— (1)
(All
(D
-L--
Building Codes and Standards
1/912017
Building Codes and Standards
2/6Q017
Detail
—
—CU
CU
Product Approval Application Detail
Product Approval Application Detail
FL#5219-R3
0
0 —0
L_
F1.012328-R7 Products
171-9211675-RO
220
y3nig
Manufacturer
Entttv or
Contact Engineer & License Validated By
20 20 Date Pending
Validated Submitted FBC Angroval
20
Approved
Mon
0 0-
A0111119 Product Model. Number or Name
2UWML&UWj=
Product Description Contract Expiration Date
Approved for Use AIDDrOved for Use
In HVHZ Outside HVHZ
Impact
Resistant
Desion
Pressure
229
Entity or
20 20 Date Pending
20
Revision 2014
Thompson Architectural Metals Company, I rr-.
Scott Brown James L. Buckner Steven M. Urich, PE
05/01/2015 04/29015 05110/2015
06/2312015
Approved
0 UL
—
6 No. 15 UL
Asphalt saturated organic fell 01/0712019
No Yes
N/A
N/A
Versto
Manufacturer
Conta Engineer & License Validated By
Valwalad Submttted FBC Approval
Approved
status
Category: Roofing
(813) 248.3456 PE-31242 (717) 317-8454
CU 0 -&-,1—
CU
New 2014
HomeGuard Building Products, Inc.
John Cheslak I ntertek Testing Services NA, I ntertek Testing Services 02101/2017 01/2512017
0210312017
Subcategory' . Roofing Accessories that are an
Integral Part of the Roofing System
f1validationCyahoo.com
C)
cf)
>
0
Approved
E
CategW. Roofing
Inc.
Compliance Method: Evaluation Report from a
U)
(904) 240-1382 NA, Inc.
Florida Registered Architect or a Licensed Florida
ICU
Search Criteria
Subcategory: Underlayments
john.cheslak@hgwrap.co (604) 520-3321
Professional Engineer
CU 40— X.
Compliance MeMod: Evaluation Report from a
m
FL#5219-R3
Products
U)
Code Version: 2014
FL 1A 12328
Product Evaluation Entity
Application Type: ALL
Product Manufacturer. ALL
Quality Assurance
Approved for Use Approved for Use
Impact
Design
category: ALL Subcartagorf. ALL
FLN2167MO Products
a*mj Product Model, Number or Name Product Designation Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure
Application Status: ALL
Compliance Method: ALL
Quality Assurance
Approved for Use Apioroved for Use
Impact
Design
1
1 - "Flat Top Off Ridge Vent with Baffle for Tile",
Minimum 26 Gauge Steel, Nominal 4', 6', 12/31/2019
No Yes
No
NfA
Quality Assurance Entity Contract Expired: ALL
Product Model, Number or Name: ALL
LOMA
Product Model, Number or Nam a
Product Description Contract EKolration Date
In HVlHZ Outside KSW
Resistant
Pressure
8&139;, or 10',, Wide Off Ridge Vent Attached to
Product Description: ALL
Approved for use In HVHZ: ALL
1
ToughSkin Synthetic Underlayrnents
ToughSkin 16, ToughSkin 20, ToughSkin 25, 01/01/2018
No Yes
N/A
N/A
Wood Dock
ToughSldn 30, ToughSkin 50
2
2- "Round Top Off Ridge Vent wdfr Baffle for
Minimum 26 Gauge Steel, Nominal 4', 6', 12/31/2019
No Yes
No
N/A
Approved for use outside HVHZ: ALL
Impact Resistant ALL
Tile"
8', or 108", Wide Off Ridge Vent Attached to
Design Pressure: ALL
Date From: ALL
Wood Dock
Date To: ALL
1
1
3
3- "Standard Off Ridge Vent with Permanent Baffle
Minimum 2e Gauge Steel, Nominal 4U'39;, 6',, 12131/2019
No Yes
No
N/A
for Shingles",
8', or 10',, Wide Off Ridge Vent Attached to
Wood Deck
Florida Department of Business & Professional Regulation
Page 1 or 1
Florida Department of Business & Professional Regulation
Page I of 1
Building Codes and Standards
1110n017
Florida Department of Business & Professional Regulation
Page 1 I
W
Building Codes and Standards
I/9Q017
Product Approval Application Detail
Building Codes and Standards
of
1/10Q017
Product Approval Application Detail
Product Approval Application Detail
FLA"?=-RI
FL=75-R?
2M
Entity or
20 20 Date Pending
20
FL#t658"i
29silli
Entity or
20 20 Date Pend Ina
20
I= yj=
Manufacturer
Contact Eno Ineer & License Validated By
Validated Submitted FBQ Approval
Approved
Status
I= YgWg Manufacturvir
contact Engineer & License Validated BY
Validated Submitted FBC Approval
Approved
status
Revision 2014
Lomanco, Inc
Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE
05/01/2015 05/01/2015 D51110/2015
08/22/2015
Approved
2M
Entlity or
20 20 Darte Pending
20
Affirmation 2014 Florida Metal Products Inc.
Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL
02t27/2015 02(27/2015
03/09/2015
Approved
Category* Roofing
(501) 982-6511 PE-31242 (717) 317-8454
Manufacturer
Contact Enalneer&LIcensis Validated By
Validated Submitted FBC Approval
Approved
BIWA
Subcategory Roofing Accessories that are an
acarter@lorrtanoo.com
Affirmartion 2014
OHagin Manufacturing, LLC
Gregory Daniels Miarrd-Dade BCCO - CER Ted Berman, PE
06/17/2015 06/17/2015
OBQ5/2015
Approved
Category: Roofing (904) 7&1-84W (786) 315-2590
Integral Part of the Roofing System
Category Roofing (707) 872-3620 (305) 868-4707
Subcategory: Roofing Accessories that are an
clark@fiamoo.com
Compliance Method: Evaluation Report from a
Subcategory* Roofing Accessories that are an
gdaniekQohagin.com
Integral Part of the Roofing System
Florida Registered Architect or a Licensed Florida
Integral Part of the Roofing System
C mpliance Method: Evaluation Report from a
Professional Engineer
Compliance Method: Certification Mark or Listing
P=ct Evaluation Entity
FL#17202
FL#2075-R? Products
FL#1658"l
Products
Quality Assurance
Approved for Use Approved for Use
Impact
Design
A29.9
Product Model. Number or
Qualfty Assurance
Product Descriudon Contract Expiration Date
Approved for Use Aolorovetfor Use
In HVHZ 2MUdd2j=
Impact
Resistant
Design
Pressure
Quality Assurance
Approved for Use Approved for Use
IMDaCt
Design
Product Model, Number or Name
Product Descriation Contract Expiration Date
In HVHZ Outside HVHZ
Reisistant
Pressure
-Name
S- #
Product Model. Number or Name
Product Descricition Contract Expiration Date
In HVHZ Outside KVHZ
Resistant
Pressure
RVIO
RV10 ALUMINUM RIDGE VENT 01/31/2018
Yes Yes
N/A
NIA
1
Deck-Air� DA-4
Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019
No Yes
No
+97Z/-97.5
1
0'Hagin&#Ws Cloaked Vent Tile
Atfic Ventilation Product for tile roofing applications 04104/2018
Yes Yes
N/A
N/A
Mechanically Attached to Plywood Deck.
2
Omn!Ridge 74; PRO Vent PR04-N
Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019
No Yes
No
+WA/-165
Attached to OSB or Plywood Deck.
CIO
Florida Department of Business & Professional Regulation
Page I of 1
Building Codes and Standards
I/9Q017
Product Approval Application Detail
Florida Department of Business & Professional Regulation
Page I of 3
FL#15076-R
Building Codes and Standards
1/9J2017
2M
Entity or
201 21111 Date Pend Ina
20
I= yj=
Manufacturer
Contact Enalneer & License Validated By
Validated Submttted FBC Approval
Approved
Status
0
Product Approval Application Detail
Revision 2014
Global Protection Products, LLC.
Tim Robinson Walter A. Tillit Jr-, P.E. John W. Knezevich, PE
OSKWMIS 04/24/2015 0511112015
0&=15
Approved
Florida Department of Business & Professional Regulation
Page 1 of 1
Category- Shutters
(95>4) WO-7545 PE44167 (04) 772-M4
Building Codes and Standards
1/912017
SubCategorf. Storm Panels
tim.robirisonagppentoom
FL#7849-R9
Compliance Method: Evaluation Report from a
Product Approval Application Detail
Florida Registered Architect or a Licensed Florida
Code
Entity io
Date Date Date Pendina
Date
Professional Engineer
Type Versio Manufacture
contact Ena Ineer & License Validated By
Validated Submitted FBC Approval
Approved
status
FLX1507$-R3
Products
FL*l 500"1
Revision 2014 Boral Roofing Moniertilefile
Thomas Jernmett ICC Evaluation Service, LLC Gary W. Walker
0911=015 08t25/2015
09=0015
Approved
Category: Roofing
(6M 289-2288 (205) 85"160
Quality Assurance
Approved for Use Approved fior Use
Impact
Desion
2292
Entity or
2a 299 Date Pending
291
Subcategory: Roofing Tiles
thomasjemrnatt@boraI.co
A291
Product Model. Number or Name
Product Description =ract Expiration Date
In HVHZ Outside HVHIZ
Resistant
Pressure
Verslo
Manufacturer
Contact Engineer & License Validated By
Validated Submitted FBC Approval
Approved
Awn
Compliance Method: Evaluation Report from a
m
1
20 Gage Galvanized Steel Storm PsneIsfHVHZ
Corrugated Galvanized Steel Storm Panels retained 12131/2017
Yes Yes
Yes
N/A
Revision 2014
Global Protection Products, LLC.
Tim Robinson Waiter A. Tilk Jr., P.E. John W. Knezevich, PE
04/27/2015 QU24=15 05/03/2015
0=3/2015
Approved
Product Evaluation Entity
or not by tracks to provide hurricane protection.
Category: Shutters
(V)4) W9-7645 PE-44167 (954) 772-M4
2
24 Gage Galvanized Steel Storm Panels/NHVHZ
Corrugated Galvanized Steel Storm Panels retained 12131/2017
No Yes
Yes
N/A
SubCategorf. Fabric Storm Panel
tim.robinsoriftiopentoom
FL*7849-R$ Products
or not by tracks to provide hurricane protection.
Compliance Method: Evaluation Report from a
Quality Assurance
Approved for Use Approved for Use
Impact
Design
Florida Registered Architect or a Licensed Florida
S-S Product Model, Number or Name
Product Description Contract Expiration Date
In HVHZ Outside HVH1Z
Resistant
Pressure
FLX15076-R4
Professional Engineer
I 3 Saxony 700 - Shake, Slats & Split Shake
Flat Profile - Stockton 12131/2018
NO Yes
NIA
N/A
220
I= Versto
Manufacturer
Entity or
contact Validated By
10211211111LAIMM
20 20 Date Pendmo
Validated Submitted FBC Approval
20
Approved
A=
FLX1300"1 Products
14 Saxony 900 - Country Slate, Shake Umr, Slate
Flay Profile - Henderson 12131=18
NO Yes
NIA
N/A
Quality Assurance
Approved for U Approved for Use
ImRact
Design
15 Saxony 9W - Country Slate, Shake, Slate Unrip; Split
Flat Profile - Lake Wales l2f3i/2018
No Yes
NfA
N/A
Revision 2014
Global Protection Products, LLC.
Tim Robinson Walter A. Tillit Jr., R E. John W. Knozevich, RE
1212112016 l2f2l/2016
Validated
a4w
=uct Model. Number or Name
Product Description Contract Expiration Date
In KVHZ Outside HVHZ
Resistant
Pressure
<
Shake
Category. Shutters
(954) 6W7545 PE-44167 (954) 772-M4
I
GPP FABRIC SHUTTER-SSRIES 20M
Coated Polyethylene Fabric Panels retained by tracks l2f3i/2017
No Yes
Yes
N/A
16 Saxony 900 - Hartford Slate, Split Old English Thatch,
Flat Profile - Stockton 12J31/2018
No Yes
N/A
N/A
Subcategory,. Storm Panels
tim.robirisonCgppent.com
or direct mounted to provide hurricane protection.
Shake, Slate, Country Slate
Compliance Method: Evaluation Report from a
24 Vi:Ia 900
Medium Profile - Lake Wales 12131/2018
No Yes
N/A
N/A
Florida Registered Architect or a Licensed Florida
25 Vil is goo
Medium Profile - Denver 12131/2018
Medium Profile Sbcldon 12r3l/2018
No Yes
No Yes
N/A
NIA
N/A
N/A
Professional Engineer
2e villa 9W -
FL#150 A412roductis
Quality Assurance Approved for Use ADDroved for Use Impact Design
Prod uct Model, Number or Nam a
Product Descriation Contract Expiration Deft
In KVHZ =Ids KVHZ
Resistant
Pressure
U)
1
20 Gage Galvanized Steel Storm PanelsfHVH1Z
Corrugated Galvanized Steel Storm Panels retained 12131/2017
Yes Yes
Yes
N/A
2
24 Gage Galvanized Steel Storm PaneIs/NHVHZ
or not by tracks to provide hurricane protection.
Corrugated Galvanized Steel Storm Panels retained 12131/2017
No Yes
Yes
N/A
CU
or not by tracks to provide hurricane protection.
>
0
CL
CL
CIO
Florida Department of Business & Professional Regulation
Page I of 1
0
Building Codes and Standards 1WO17
WO-01111
L_
Product Approval Application Detail
Florida Department of Business & Professional Regulation
Pagel of2
Florida Department of Business & Professional Regulation
Page i of I
Cn
a -
Building Codes and Standards
1/9Q017
Building Codes and Standards
l/W017
FLX1205"5
Product Approval Application Detail
Product Approval Application Detail
2292
Entity or
202 21ft Date Pending
20
ICU
Versio Manufacturer
Contact Engineer & License Validated By
Validated Submitted FBC Approval
Approved
Status
FL#17869-RO
FL9199"0
co
Revision 2014 Tovm and Country Industries,
Tom Johnston Frank 1. Bermardo ORLANDO L. BLANCO,
04/29/2015 04128/2015 05/0412015
OW2212015
Approved
Category: Shutters
(954) 40-&%l PE4X)46549 RE.
920
Entity or
20 20 Dals Pending
20
2992
Entity or
201 202 Ditte Pendina
219
Subcategory. Storm Panels
tonij@U-alum.com (305) 510-8531
=11112
Manufacturer
Contact Enalneer & License Validated By
Validated Submitted FBC Approval
Approved
Status
I= YSM12
Manufacturer
Contact Engineer & License Validated By
Validated Submttted FBC Approval
Approved
<
Compliance Method: Evaluation Report from a
New 2014
All American Shutters and Glass
Mike Barbieri Frank L. Bennardo, P.E Jorge A. Pomerantz, P.E.
071=2015 07/03/2015 07/10r2015
08/18/2015
Approved
Revision 2014
ITW Budding Components Group Inc. Paslode
Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE
0312512015 (XV20/2015
0=9W15
Approved
Florida Registered Architect or a Licensed Florida
Category- Shutters
(561) 7124W2 PE-0048W (9U) 394-8521
Category: Structural Components
(847) 918-6473 (407) 681-1917
Professional Engineer
Subcategory'. Storm Panels
Compliance Method: Evaluation Report from
nlkeloCallamericanshutte
Subcategory: Truss Rates
slevAs@alpineitw.00m
FLX12856-R5 Products
a
rscom
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Product Evaluation Entity
Quality Assurance
Approved for Use Approved for Use
Impact
Desion
Professional Engineer
AW Product Model. Number or Name
Product Descriotion Contract BmImbon Date
In HVHlZ Outside H
Resistant
Pressure
FLX1 796MO
Products
FL#1999A5 Products
CU
1 0.050" Aluminum Storm Panel
0.050", Aluminum Storm Panel with Optional 12131/2018
No Yes
Yes
N/A
Quality Assurance
Approved for Use Approved for Use
Impact
Desion
Lu
2 "Safety Edge" Storm Panels
Clear Panels
"Safety Edge" Storm Panels, 28ga 12/3112018
No Yes
Yes
+541-54
Product Model.
Quality Assurance
Expiration Data
Approved for Use Approved for Use
HVHZ
Impact
Resists
Design
Seas
Product Model, Number or Name
Product Deserhotion Contract Expiration 22k
In HVHZ Outside HVHZ
Resistant
Pressure
S_#
Number or Name
Product Description Comma
In HVHZ Outside
Pressure
I
ITW BCG Higher Strength (H & S)
Metal Connector Plate 12131/2020
Yes Yes
N/A
N/A
(0,0l8&quo1;&qucQ Steel, 0.022" Alum (Pert
1
22ga, 24ga Steel Panels
22ga, 24ga Steel Storm Panels l2f3l/2017
No Yes
Yes
NIA
2
ITW BCG Hinge Plate
Metal Connector Plate 12t3l/2020
Yes Yes
NIA
NIA
(D
3 24ga Steel Storm Panel
and Non -Pert), Clear Polycarb (Full and Halt)
24ga (0.0232") Steel Storm Panel with Optional 12131/2018
No Yes
Yes
+100/-100
3
TW BOG Trulox
:TW
Meta Cc necto P 12131/2020
Yes Yes
N/A
N/A
Z
4
BCG Wave
Meta: Connectorr Plate
n late 12/31/2020
Yes Yes
NIA
N/A
4 Aluminum Hinged Storm Panel
Clear Panels
.050" Aluminum Non -Porous Hinged Storm 12131/2018
Yes Yes
Yes
NIA
Z
Panel
<
_j
SHEET
NO.
PA 1
CO —Cu
>
2
cD_ o 2
C5 -a CL
-
FLX1
2M
IM Versto
Revision 2014
Manufacturer
Boise Engineered Wood Products
Category. Structural Components
SubCategfory: Engineered Lumber
Compliance Method: Evaluation Report from a
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Contact Engineer & License Validated By
Robert Taylor ICC Evaluation Service, LLC APA - The Engineered
(541) 8264= Wood Association
roberttaylor@bc.00rn (253) 620-7467
20 20 DatePendino
Validated Submitted FBC Apgroyal
05127/2015 05/06/2015
2212
Approved
06/0212015
Pegs I of 1
I/BnO17
Status
Approved
Florida Department of Business & Professional Regulation Page I all
Building Codes and Standards VW017
Product Approval Application Detail
FL92197-R
2292 Entity or 29a 211 Date Pendina 21M
I= Versig Manufacturer conuct Engineer & License Validated BY Validated Submitted FBC Approval Apomyed
Revision 2014 MiTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 085012015 0&11/2015 07/0512015 Approved
Category- Structural Components (314) 851-7480 LLC.
SubCategory: Truss Plates dvmrtCmfi.00m (205) 599-98M
Compliance Method: Evaluation Report from a
Product Evaluation Entity
Florida Department of Business & Professional Regulation Page 1 of 1
Building Codes and Standards 119n017
Product Approval Application Detail
FLX1644-R4
990 Entity or 20 20 Date Pendingi 20
I= yt= Manufacturer Contact Engineer & License Validated BV Validated Submitted FBC Approval Approved A"
Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 0510SM15 O&OZ12015 Approved
Categoty., Structural Components (541) 82M200 Wood Association
Subcategory-. Engineered Lumber roberftaylor@bc.com (253) 620-7467
Compliance Method: Evaluation Report from a
Product Evaluation Entity
-ll-a Cl)
.0..' U)
3 —C,3
10
0
0 0
C 0 E:
CU C) '4—
0
. ") -0 E a)
CU
co 22 .4-0
(D
,
cl)
-0
�::
CU
>
0
L_
FL91 644-R4 Products
Product Evaluation Entity
Quality Assurance Approved for Use Approved for Use Impact Design
S-0 Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure
1 M18SHS 18 ga. super high strength truss connector plate 12131/2017 Yes Yes NIA N/A
2 Mil 16 16 ga. truss connector plate 1 2131/2017 Yes Yes N/A N/A
3 MT1 8HS 18 ga. high strength truss connector plate 120/2017 Yes Yes N/A N/A
Qualltif Assurance Approved for Use Apigroved for Use Impa Design
seas Product Model, Number or Name Product Description Contract Cholration Date In HVHZ Outside HVHZ Reslote Pressure
1 Versa -Lam Laminated Veneer Lumber 01/01/2035 No Yes N/A N/A
FL#1645-R4 Products
Quality Assurance Approved for Use Approved for Use Impact Design
Sects Product Model, Number or Name ftduct Description ContW Expiration Data in HVHZ Outside HVHZ Resistant Pressure
1 AJS Joists Wood "l", Joists 01/01/2035 No Yes NfA NIA
4
5
MT20
MT20HS
20 ga. truss connector plate 12131/2017
20 ga. high strength truss connector plate l2t3l/2017
Yes
Yes
Yes
Yes
N/A
N/A
N/A
N/A
Search Criteria
Florida Department of Business & Professional Regulation
Building Codes and Standards
Pege I of 1
119n017
Product Approval Application Detail
Florida Department of Business & Professional Regulation page 1 of I
FLn527-R6
Building Codes and Standards
1/9/2017
Florida Department of Business & Professional Regulation
Building Codes and Standards
Page I of 1
1/9=17
220
I= yl=
Revision 2014
Manuflacturer
Weyerhaeuser
Entlivor
Contact Enalneer &License Validated By
Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P. E.
291 201 Date Pending
Validated Submitted FBC Approval
07/0&2015 05M 212015
211111
Approved
0713=015
Approved
FLO158-R7
Product Approval Application Detail
w
Product Approval Application Detail
Category: Structural Components
Subcategory' Engineered Lumber
Compliance Method: Evaluation Report from a
(253) 924-4084 (eW) 839-1344
jim.anderson2Qwsyerhae
user.corn
ze
Verslo
Manufacturer
Entity or
Contact Engineer & License Validated By
20 2011MIJim
Validated submitted FBC Approval
20
Approved
Status
FL*1630-RO
F1.0852746 Prodticts
Product Evaluation Entity
Revision 2014
CAST-CRETE USA, Inc.
Category'. Structural Components
Craig Perrino Miami -Dade BOCO - CER Mtami-DadeBCCO-VAL
(813) 621-4641 (788) 315-2590
0311&W15 02124/2015
0311 &12015
Approved
220
IM Verslo
Revision 2014
FL#1630-Re
Manufacturer
Weyerhaeuser
Category. Structural Components
Subcategory,. Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
Products
Entity o
contact Enalneer & License Validated By
Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P. E
(253) 924-4084 (eO8) 839-1344
jim.anderson2@"yerhae
user.com
20 20
Validated Submitted
07M&"15 05/12/2015
Date Pending
FBC Approval
20
Approved
07/30/2015
Approved
Id"
1
2
3
4
Product Model. Number or Name
iLevel Rim Board
Microllam LVL
Parallam PSIL
TimberStrand LSL
Quality Assurance
Product Descriction Contract Expination 20
Structural Composite Lumber or Oriented Strand 03131/2017
board Rim Board
Laminated Veneer Lumber 03/31/2017
Parallel Strand Lumber 03131/2017
Laminated Strand Lumber 0313112017
Approved for Use Approved for Use
In HVHZ Outside HVHZ
No Yes
No Yes
No Yes
No Yes
Impact
Resistant
N/A
NIA
N/A
N/A
Design
Pressure
N/A
N/A
N/A
N/A
FLAM58R7 Products
S-8
1
SubCategarf. Products Introduced as a Result of
New Technology
Compliance Method: Certification Mark or Listing
Product Model, Number or Name
High Strength Concrete Lintals
oparrino@casterate.com
Quality Assurance Approved for Use Approved for Use
Product Descriptio Contract ftalration Date In HVHZ Outside HVHZ
4, 6, 8, and 12 inch R
Wde fintels 05121/2016 Yes Yes
ImDact
Resists
N/A
Design
Pressure
N/A
111111
1
2
3
4
5
6
TJI 110
TJ1210
TJ1230
TJI 360
TJ1580
TJI/580D
Quality Assurance
Product Description Contract Expiration Date
Prefabricated Wood I -joist 03131/2017
Prefabricated Wood kjoist 03131/2017
Prefabricated Wood I -joist 03/31/2017
Prefabricated Wood I -joist 03/31/2017
Prefabricated Wood I -joist 03131/2017
Prefabricated Wood I -joist 0=1/2017
Approved for Use Approved
In HVHZ Outside
NO
No
No
No
No
No
for Use
HVHZ
Yes
Yes
Yes
Yes
Yes
Yes
IMDaCt
Resistant
NfA
N/A
N/A
N/A
MA
N/A
Deelan
Pressure
N/A
N/A
N/A
N/A
N/A
N/A
FLAW27-R7
2M
LMI Versio
Revision 2014
FLN6527-R7 Products
Manufacture
Weyerhaeuser
Category: Structural Components
Subcategory: Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
Entity o
Contact Engineer & License Validated By
Jim Anderson [CC Evaluation Service, LLC James A. Rothman, P.E.
(253) 924-4084 ((108) 839-1344
jim.anderson2@vmyerhae
user.com
Do PAN Date Pending
Validated Submitted FBC Aoproval
10/31/2016 1=5Q016
20
Approved
11/05/2016
Status
Approved
FLX1 58-RO
2911111
MW yg=
Revision 2014
FL#158119 Products
Manufacturer
CAST-CRETE USA, Inc.
Category. Structural Components
SubC~ry-. Products I ntroduosd as a Result of
New Technology
Compliance Method: Certification Mark or Listing
Entity or
Contact Enaineer & License Validated By
Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL
(813) 621-4641 (786) 315-2590
cparrino@castcrete.oDm
20 20 Date Pending
Validated SubmMed FIBC; Approval
05/08=16 04r2912016
20
-Approved
05A)6=16
zwks
Approved
§w
Emduct Model, Number or Name
Ouallity Assurance
Product Description Contract EKD[radon
Approved for Use Approved for Use
In HVHZ OLttside HVHZ
Impact
Resistant
Design
Pressure
Aga
Product Model. Number" Name
Quality Assurance
Product Description Contract Ealration Date
Approved for Use Anprowed for Use
In HVHZ Outside HVHZ
Impact
Resistant
Design
Prenure
1
2
Microllam LVL
Parallam PSL
Laminated Veneer Lumber 03131/2017
Parallel Strand Lumber 03/31/2017
No Yes
No Yes
N/A
N/A
N/A
N/A
I
High Strength Concrete Lintels,
4,6. 8, and 12 inch Wde Ilrytels 05/21 =1 7
Yes Yes
N/A
N/A
3 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A NfA
4
TJ Rim Board
Structural Composite Lumber or Oriented Stand 03/3112017
No Yes
N/A
N/A
5
Weyerhaeuser Rim Board
board Rim Board
Oriented Strand Board Rim Board 03/31/2017
No Yes
N/A
N/A
(D
C:
Florida Department of Business & Professional Regulation
page I of 1
Florida Department of Business & Professional Regulation
Page 1 of I
Building Codes and Standards
119f2017
Florida Department of Business & Professional Regulation
Pege 1 of 1
0
Building Codes and Standards
1/9n017
Product Approval Application Detail
Building Codes and Standards
iW017
Product Approval Application Detail
FL*545M5
Product Approval Application Detail
FL#1 774-R4
2292
Versto
Revision 2014
Manufacturer
Commercial Concrete Products,Inc.
Category. Structural Components
Subcategory: Products Introduced as a Result of
Now Technology
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
Entity or
Contact Engineer & License Validated By
Robert Gillis THUY H. HUYNH Florida Engineering
(813) 659-3707 PE-80122 Solutions
precastgator@yahoo.com (352) 588-5311
20
Validated Submitted
07/03/2015 0&24/2015
Date Pending
FBC Approval
Oat=2015
Aporaved
08/2612015
Status
Approved
2M
IM Xq=
Revision 2014
FL#5450-_R5 Producti;
Manufacturer
Powers Steel Inc.
Category- Structural Components
Subcategory*. Products Introduced as a Result of
NewTechnology
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
EnM or
Contact Enaftleer & License Validated By
William powers Steven W. Schaub SAMUEL A.
(602) 437-1180 PE-60509 GREENBERG, RE,
bill@povverssteel.com (813) 045-0166
202 20 Date Pendino
Validated Submitted FBC Approval
0312612015 03/2312015 03/30/2015
291
Approved
0&23/2015
stews
Approved
FLX1 1383-R4
229111
I= Verslo
Revision 2014
Manufacturer
Powers Steel Inc.
Category: Structural Components
Subcategory. Products Introduced as a Result of
Newrechnology
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
Entity or
Conta Enalneer & License Validated By
William powers Steven Schaub SAMUEL A.
(602) 437-1160 PE-60509 GREENBERG, RE,
bill@powersstool.com (813) 645-0166
20 20 Date Pending
Validated submitted FOC Approval
03r26r2015 03/23/2015 03/30/2015
Apiproved
0&2212015
Approved
FL#1774-84
Products
r or Nam!
Quality Assurance
Product Description Contract Expiration Date
Approved for Uz2 Approved for Use
In HVHZ Outside HVHZ
Impact
Resistant
Design
Pressure
FL#1 11383441
Products
ball
I
Product Model. Number or Name
Quality Precast or Commercial Concrete Products
Quality Assurance
Product Description Contrag Expiration Date
Precast and Prestressed Concrete Lintels 05/2512024
Approved for Use Approved
In HVNZ Outside
No
for Use
HVHZ
Yes
Impact
Resistant
N/A
Design
Pressure
N/A
I
PSbox8LT, PSbox8LT(5-&8)
Powers Steel lintels are field assembled lintels 01/27/2017
consisting of preformed steel lintels combined with
concrete masonry units, grout, and steel reinforcing
No Yes
N/A
N/A
kedif
1
Product Model, Number or Narnit
PowerBOX8 Untels.
Quality Assurance
Product Description Contract Expiration Date
Powers Steel Lintels are field assembled consisting 01101/2017
Approved for Use Approved for Use
In HVHZ Outside KVKZ
No Yes
Im pact
Resistant
N/A
Design
Pressure
N/A
<
bars.
of preformed steel lintels combined with brick or
concrete masonry units, grout, and steel reinforcing
bars.
_60
—C=
C/)
0
Ica
0 —
CL
CL
-6-0
CIO
-0
C)
C/)
Cl)
ICU
C.)
M
<
F_
Lu
ICU
Z
(D
z
a_
SHEET NO.
A 1.3
ii
i
A
r