HomeMy WebLinkAbout6563 Paden Wheel St-1-1 A
0-93NIIN�9�fo '
GNV
031
VN
,VOQQ VA-3�jd
N,
ZZ-J0
Mi
IASU
ABBREVIATIONS
*
Rad.
Radius
A.B.
Anchor Bolt
Fir. Sys.
Floor System
Ref.
Refrigerator
t�Abv.
Above
F.Pl.
Fireplace
Req'd.
Required
,-A/C
Air -Conditioner
Ft.
Foot / Feet
Rm.
Room
Adj.
Adjustable
Ftg.
Footing
Rnd.
Round
A.F.F.
Above Finished Floor
FX
Fixed
R/SH
Rod and Shelf
A.H.U.
Air Handier Unit
GaIv.
Galvanized
SD.
Smoke Detector
ALT.
Alternate
G.C.
General Contractor
S.F.
Square Ft.
B.C.
Base Cabinet
G.F.I.
Ground Fault Interrupter
Sh.
Shelves
B.F.
Bifold Door
G.T.
Girder Truss
SHT
Sheet
Bk Sh
Book Shelf
Hdr.
Header
S.L.
Side Lights
Bm.
Beam
Hgt.
Height
S.P.F.
Spruce Pine Fir
BOT.
Bottom
HB
Hose Bibb
Sq.
Square
B.P.
Bypass door
Int.
Interior
S.Y.P.
Southern Yellow Pine
Brg.
Bearing
K/Wall
Kneewall
Temp.
Tempered
Cir.
Circle
K.S.
Knee Space
Thik'n.
Thicken
CIg.
Ceiling
Laun.
Laundry
T.O.B.
Top of Block
Col.
Column
Lay.
Lavatory
T.O.M.
Top of Masonry
Comp.
A/C Compressor
L.F.
Linear Ft.
T.O.P.
Top of Plate
C.T.
Ceramic Tile
L.T.
Laundry Tub
Trans.
Transom Window
Dryer
Mas.
Masonry
Typ.
Typical
Dec.
Decorative
Max
Maximum
UCL
Under Cabinet Lighting
Ded.
Dedicated Outlet
M.C.
Medicine Cabinet
U.N.O.
Unless Noted Otherwise
Dbl.
Double
Mfgr.
Manufacturer
VB
Vanity Base
Dia.
Diameter
Micro.
Microwave
Vert.
Vertical
Disp.
Disposal
Min
Minimum
V.L.
Versalam
Dist.
Distance
M.L.
Microlarn
VTR
Vent through Roof
D.S.
Drawer Stack
Mir.
Mirror
W
Washer
D.V.
Dryer Vent
Mono
Monolithic
W/
With
D.W.
Dishwasher
N.T.S.
Not to Scale
W/C
Water Closet
Ea.
Each
Opn'g.
Opening
W.A.
Wedge Anchor
E.W.
Each Way
Opt.
Optional
Wd
Wood
Elec.
Electrical
PC.
Piece
WID
Water Proof
Elev.
Elevation
Ped.
Pedestal
Ext.
Exterior
P.L.
Parallam
Exp.
Expansion
PLF
Pounds per linear foot
F.B.C.
Florida Bldg. Code
Pit. Ht.
Plate Height
Fin. Fir.
Finished Floor
Pit Sh.
Plant Shelf
F.G.
Fixed Glass
PSF
Pounds per square foot
Fir.
Floor
P.T.
Pressure Treated
Fdn.
Foundation
Pwd.
PowderRoorn
REVISIONS
08/28/09 13-18
BASE PLAN UPDATE
11/17/09 13.19 ADD VINYL SIDING
12/01/09 13.20 MODIFY "B" ELEVATION
09/07/10 13.21 REVISE SHOWER PAN DIM
04/07/11 13.22 FIELD WALK CHANGES
08/19/11 14.22 VALUE ENGINEERING REVIEW
- 03/07/12 15.22 BUILDING CODE UPDATE
04/30/15 15.23 BASE PLAN UPDATE
06/01/15 15.24 ADD STONE ELEV-G
08/11/15 15.25 2015 NEW CODE UPDATE
d
'% 174,kem
ILm IE ISI ISI **
MODEL 3127
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS
COVER SHEET
1
1st FLOOR PLAN
2
2nd FLOOR PLAN
3
EXTERIOR ELEVATIONS - FRONT/REAR
4
EXTERIOR ELEVATIONS - SIDES
5
1st FLOOR ELECTRICAL PLAN
6
2nd FLOOR ELECTRICAL PLAN
7
ROOF PLAN
8
FOUNDATION PLAN
9
ROOF FRAMING PLAN
10
UPPER ROOF FRAMING PLAN
Ll
LINTEL DETAILS
SN
STRUCTURAL NOTES
SN1
DETAILS
S3
DETAILS
S4
DETAILS
S5
DETAILS
S6
DETAILS
ST
STAIR DETAILS
SS
RETROFIT DETAILS
D1
SECTIONS & DETAILS
D2
SECTIONS & DETAILS
WP
WATERPROOFING DETAILS
PA1.0 I PRODUCT APPROVAL NUMBERS
PA1.1 PRODUCT APPROVAL NUMBERS
PA1.2 PRODUCT APPROVAL NUMBERS
PA1.3 PRODUCT APPROVAL NUMBERS
t6c
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES
THIS DRAWING AND DESIGN IS VALID
�67 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. All 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
CD
Z (0
Z
ID
co
CZ
V) (D
Z
4--J LU
M C)
U —
LU
Z:)
�T
E
0
N
E
8
(D(n
CM M
r- W M
M -0 cn
0'r- N
.20
di
LL 00
-le
C/5
Ln 0 V
< 0
cm
CL
<
A I
ED.
I-C-B-D-C
xio�,11
LO
Z
0
c`>
.I- G-
1E0,V s
U0
M5th
C14
N .
1 0) 'f 0
xi.ya) F
To the best of the Engi;g*Vf if d
gge,=j an
belief, the structural plans an , # ained
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 r*4
0 (1) r-,
1-4 4-0
U-) CY) C)
Z
4-J
< (n
0. in
(n
LL
Z
0� U
00
<
Z E
Z
UJ
W
-J 0
t.0
0
Ce W Z
0
LLJ LL
LIJ Z (A
MZ (L
UN a 0
Z >. z L)
or- Z 0 0:
Z U X
Z g
-.: L
I's _Zu
0*1
0
U
LU 04
0 Z
C:)
LU Z
LH
C:)
Ln
r-4
r*-4
Ln
LU 0 -J
uJ
IX
< ce
Z 0
LLI a cc
0
<
< LU
U �J ,-,2
n- Z W
Z
CL W
op
Z ;g Q�i:j
8
Z
UJ
0
< U r—
Q 6
>
_J
U)
9
0 u- Z 0.
1:LJ 0Z 8
LULL
>
Z
6 LZ. <
0
C:)
0
_J W LU
iL
0.
c)
CY)
0
Z
. .
. .
LU
>
0
Z
Z
P-4
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FLORES
VERSION NO.
1525
JOB NO: 17-1426
SHEET NO.
C S
9
RAILING
USP MP3 CLIP EA.
STRINGER TO BEAM/
FLOOR SYSTEM TYP.
2x4 #2 SYP. P.T. THRUST BLOCK
W/(2)- 1/4"x 3 1/2' TAPCONS @
Stairwayc8ftifMif aThIlTidra9l feWnform to the FBC 5th Edition (2014)
Residential section R311.7
Riser height:
The maximum riser height shall be 7-Y4". The greatest riser height within any
flight of stairs shall 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 than
Nosings.
The radius of the nosing shall be no greater that Vle. Solid riser nosings shall
not be less than %" but not more than %". The greatest nosing projection shall
2". Beveling of nosings shall not exceed
not exceed the smallest by more than Y
Y2"
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 1Y2"between the wall and the handrails.
Grip -size.
Handrails 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
compliancewith 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 side).
R302.7 Under -Stair Protection.
Enclosed accessible space under a stairway shall be protected with Y2" gyp. bd.
TYP. STAIR SECTION
SCALE: 1/4" V-13"
MIRROR
C�
1=31 C:m
ED
MASTER BATHROOM
BATHROOM 2
42" KNEE WALL WITH 42" KNEE WALL WITH
1x8 CAP & CASING (AT 1x8 CAP & CASING (AT
.1-2nd
FLOOR ONLY) 2nd. FLOOR ONLY)
3/4" PLYWOOD
DECKING
USP P 11133 CLIP EA.
STRINGER TO BEAM]
FLOOR SYSTEM FLOOR
FLOOR $YSTEM TYP. L§��STEM
2x8 LANDING 2x12
STRINGERS
OOR
STE
L
SY
1rNG 12
S R FIN G EMR
UPPER STAIR SECTION
BATHROOM 3
14'-4"
OF!T,. HB
I ui
B:RKFST
1
9'4"
FLAT CLG.
I
TILE
1
4-
LINE OF 2ND FLR.
I
FLOOR GIRDER
I
16-13"
6
1, 2'-4 '-3"
5; 0
LLI
0
F o�
t7U)
0 (b
0
CD 0
Z
M
Z
U)
2 3" 1
L.
_J
CT
I
CN
KITCHEN
9'-4" FLAT CLG.
TILE
LO
REF*
r.,
5 SH.
I
T
HDR
@ 96"
rD
H 1 Q
S4 A
7
Z
:5
25'-8" 8'-8-
DOOR LOCATION
FOR OPTIONAL I
LANAI
SCREENED LANAI
00 9'4" FLAT CLG. A.F.F.
8 ;o
u')
T-4" 10 22-4-
Fd;
I
1
8068 1
J
17
I LU
Cf)
C3
1
cr I
12
I
I I
-SERVING COUNTER
@ 42" Vy/ 34 1/2"
KNEEW14NLL BELOW
I ce)
1
I
I
-6" Id. o) T-6" 0
4 4.
@) __0
FAMILY
9'-4" FLAT CLG.
CARPET
(2) 2x4 #2 SPF
0 M -
F ____ _� STUDS W/ (3) 16d
TOENAILS @
BASE
�3
I : 2068 BF '-0" FLAT
NO UPIL FT "'
CLG.
4--1 C144" 5'-134 T-
T
B)
1 1-1 1 1 T _F I I
"NO UPIL FT
-134� T-
DINING
U)
0 9'-4" FLAT CLG.
�1� M
CARPET
TYP. @
2STORY
4" VO)
U)
LO
I
- 5SH.
- - - - - -
(GG
�3
GG - - - - - - - 9
10
<
1.
60
QX -- - - - - -
LO
T -J
I E
7 4
&
(3) 2x4 #2 SPF
STUDS w/ (3) 16d
C14
TOENAILS @ BASE cA
LIVING
ROOM
UP
5
9'-4" FUX
CLG.
D2
CARPET
& T-6- 1
LU 00
FOYER
r34
cc
OPEN TO ABV
C)
TILE&
3068 w/
TRANSOM
(2) 25 SH
&00
17
1
-1
12-4-
co
L& 4'-8"
01
- - - - - - - - - -
30
A
D1
6'-2"
WOOD BEAM SEE DETAIL FOR MORE
00
INFO. TOP OF BEAM 12'-8"VERIFY W/
ELEV.
T
Q
34
5'-1
Q
51-1
-
1"GG
13'-10"
79' -4-"T CLG.
�ILE (7
T CLG-
ILE BEDROOM 5
9'-4" FLAT CLG.
W/ (3) 2x4 #1 SYP
CARPET
STUDS TOP &
SHOWER BOTTOM
T-0 AFF
6068 BF
D
S3
D
S3
U)
T_
LO
04
U)
(n
Lu
N
1'-4"X1'-4" 'T"
SHAPE CMU
COLUMN
�S6
TYP. @
2STORY
0
8'-0"
-I- T.O.M.
2-6"
S.W.
CWH.
EDG
Q E OF SLAB 2-2/// "��NOTE: FINISHED WALLS
S49 35 BEYOND WALL
1; TO BE FLUSH. FIELD
D
T-Q4" 10'-641" VERIFY.
T-4- 01
--------- a
x
BUILDER TO PROVIDE
APPLIANCE PROTECTION I -
J
WHEN REQUIRED PER FBC
3 CAR GARAGE
8'-0" FLAT CLG. A.F.F.
0
d
4, - - - - - - - - - - - - - - - -
F= - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - -
�A
60
TYP. @
14*
K
SINGLE
I S4
STORY
TYP. @ - -
TYP. @ I
GAR�AG E
GARAGE
HB
16 X 7 OVERHEAD DOOR
8 X 7 OVERHEAD DOOR
I
1
48'-8"
00
REVISION NOTES 12/17/2009:
1 . ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS
ARE TO BE FRAMED DOWN TO 8'-0" A.F.F.
2. ALL BLOCK WALL FURRING IS TO BE 24" O.C.
EXCEPT IN WET AREAS. SPACE WET AREA
FURRING AT 16" O.C.
3. NO RECESSES FOR SHOWERS. SHOWERS ARE
TO BE PANNED WITH A PRE-FAB. BASE.
4. ALL VANITY HEIGHTS ARE 36" A.F.F.
5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2"
RECESS. REFER TO MASON'S SCOPE FOR
RECESS WIDTH.
6. ALL BATHROOMS HAVE ONE MEDICINE CABINET
7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F.
8. ALL TUB DECKS ARE SIZED AS FOLLOWS;
40'PRODUCT LINE - MIN. 48" x 64"
50'PRODUCT LINE - MIN. 48" x 76"
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) - 2X12 #2 SYP W/ 1/2"
FLITCH PLATE
(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) - 1 3/4" X 16"
LVL 2.OE Fb=2950
<e>(2)
- 13/4" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2' Follow Q/S4. See Plan for
R.A.G. Bearing Wall Call Out When
FLITCH PLATE
Straps are Required
-
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
__J
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
(A
+25.6 / -27.8
\1
+25.6 / -34.3
+24.5 / -26.7
+24.5 / -31.9
+23.0 / -25.2
1
li��l
+23.0 / -28.9
SEE SN SHEET SEE SN SHEET
SEE SN SHEET H SEE SN SHEET
O�N
6N
NOTE: WIND SPEED INDICATED ABOVE
I �T A E
E�� �n
,
IS AN "ULTIMATE" WIND SPEED. THE
WIND PRESSURES LISTED ABOVE ARE
ALLOWABLE PRESSURES
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX251
S.H.
13
20 X 38 J
18JX371
S.H.
14
20X501
18JX50
S.H.
15
20 X 63
18JX62i
S.H.
16
20 X 72
18 J X 71 J
S.H.
432
27 1/4 X 26
26X25J
S.H.
J 33
27 1/4 X 38
N/A
S.H. -
J 34
27JX50i
N/A
S.H.
433
N/A
26 x 371
S.H. -
434
N/A
26 x 50
S.H.
435
274X63
26 X 62 1/2
S.H.
436
27JX72
26 X 71 1/2
S.H.
22
37JX26
364X25 1/2
&H.
23
37JX38i
36 J X 37 3/4
S.H.
24
37JX50i
364X 50
S.H.
25
37JX63
36 J X 62 1/2
S.H.
26
37JX72
36 J X 71 1/2
S.H.
DOUBLE 2
WIDE
75"TALL
734YVIDE
S.H.
32
54 X 26
52JX254
S.H.
33
54 X38J
524X 371
S.H.
34
54 X 501
52 J X 50
S.H.
35
54 X 63
52 J X 62 J
S.H.
36
54 X 72
52 4 X 71 J
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
I-
79 X 59
N/A
S.H.
1
General notes
R302.5 Dwelling/Garage Open i ng/Penetration 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 than 13/8" thick, or 20-minute fire -rated doors,
equipped with self -closing 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:
a From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
e From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
e 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.
M 1507.2 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 flr. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
WALLLEGEND
MASONRY HGT. @ 9'-4" A.F.F.
MASONRY HGT. @ 8'-0" A.F.F.
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR
BEARING ONLY" ARE FLOOR SYSTEM
SUPPORTING ONLY AND REQUIRES NO
UPLIFT CONNECTORS TO FLOOR SYSTEM
AREA TABULATION
1 ST FLOOR 1512 S.F.
2ND FLOOR 1615 S.F.
TOTAL 3127 S.F.
GARAGE 611 S.F.
LANAI 181 S.F.
ENTRY F.
38S.
TOTAL SQ. FT. 3957 S.F.
INSULATION REQ,
LOCATION R-VALUE / TYPE
EXT CONC WALL R-4.1 HIGH PERM
EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FAC-ED
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 KRAFTFACED
(GARAGE / LIVING)
A G.C. TO COORDINATE PLUMBING TO AVOID
CONFLICT WITH STRUCTURAL WD. COL.
1 ST FLOOR PLAN A B
SCALE: Y4"=V-0"
U')
Z Cl)
Z CID
Z
<
__J
Z
V) (D
Q)
4-J U_J
(10 0
U
U.J
0
Z:)
E
0
(n
0 Cn
V)
.20
Co
Cn
U-1
E
8
M
C MM
2 '0 cl,
C14
0 0
g
2
C,
:S u- co
_00
0
0
I
< 0
0)
(0 C. 0
U-) 0 V
CL
C% < o
A
8D.
C141 *It
Colo
8
Z ME _J
Cl)
4W
44' Re,
UJ
W R;
Z 'o <
9,Z W
U0
Z
04
LU
'NQ)OFE
eo
92.&
WIII RM%111
To the best of the Engineer's knowledge, informat on, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
aode 5th Edition (2014) Residential. Engineer's signature
nd seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
C)
C:)
Z (114
0
141 4-J CD
Ul)
C:)
>
p
N
V) M Ln
-0
w -
0
U_
0� U CL 00
<
Z E
W
Z
UJI C) F_
_J 0
1�0
0
W OE Z
LU UZI U_
Z a.
in 0
CZ) >_ Z < 0
or- Z 0 a. w
Z >- < U 2:
<
Z Z nc Z
� � Lzu
� -.1
U 0
=) 31 U
040 C�o
UFOUJ C'4
Is
C)
OZO
U.1 Z
U-11
C)
Ln
(114
Lr)
0
-
0
<
LU -,, 0
W;�
0
<
< Z
< Z
U00
Op 0-- Zzi; 2� 2
Lu
Z
Z
z & 0 !-z -
Z
J uJ a 0 =, 0
0
W
U-1
�� g - <6
X
I
>
_J
ui i,- n
> g 0 0.
U0
W
r
ul 0 u- Z
< :Z F-5
M
r*4 0
�C
0 Fy� LL
0 'n Z
C>-
't
0
CD
V_
0
2 Z
_J LU
fy) -J
Z
LJL
UJ
>
0
Z +-,
Cn
Z
M
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1525
JOB NO: 17-1426
SHEET NO.
L
u,
43
jl�"L ,�j�Lt �-LL A L"44=1 & �- L=i -,L,6,k L� - i, , i i --j - - , � - 1,� LA-1., i L--.A= LiIiiiiiiiiiii
NOTES: 2ND FLOOR
ALL EXTERIOR SECOND FLOOR FRAME WALLS ACT AS
SHEARWALLS. SEE DETAILS SHEETS FOR NAILING SCHEDULE
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18jX25j
S.H.
13
20X38j
18JX37i
S.H.
14
20X50j
18 4 X 50
S.H.
15
20 X 63
18 j X 62 4
S.H.
16
20 X 72
18 j X 71 j
S.H.
j 32
27 1/4 X 26
26X25j
S.H.
433
27 1/4 X 38
N/A
S.H.
434
274X501
N/A
S.H.
433
N/A
26 x 37 1
S.H.
j 34
N/A
26 x 50
S.H.
j 35
27JX63
26 X 62 1/2
S.H.
j 36
27 j X 72
26 X 71 1/2
S.H.
22
37 j X 26
36 4 X 25 1/2
S.H.
23
37 1 X 38 j
36 4 X 37 3/4
S.H.
24
37 1 X 501
364X50
S.H.
25
37 j X 63
36 4 X 62 1/2
S.H.
26
37 j X 72
36 4 X 71 1/2
S.H.
DOUBLE 2
WIDE
75"TALL
734WIDE
S.H.
32
54 X 26
52 4 X 25 4
S.H.
33
54 X 38 j
524X37i
S.H.
34
54 X 50 j
52 4 X 50
S.H.
35
54 X 63
52 4 X 62 4
S.H.
36
54 X 72
524X714
S.H.
39X59
40 X 59
NIA
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
140C
EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPF #2
8'-011
2x4
SYP #2
16" O.C.
SPF #2
91-011
2x4
SYP #2
16" O.C.
SPF #2
>91-09,
2x6
I --
SYP #2
I
16" 0 C
I L�j
* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT
CORNERS
** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT
SEE C/S6 WALL SCHEDULE
USP LSTA1 2 TO TI E-
ANGLED CORNER
TOGETHER TOP OF
WALL
REVISION NOTES 12/17/2009:
1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS
ARE TO BE FRAMED DOWN TO 8'-0" A.F.F.
2. ALL BLOCK WALL FURRING IS TO BE 24" O.C.
EXCEPT IN WET AREAS. SPACE WET AREA
FURRING AT 16" O.C.
3. NO RECESSES FOR SHOWERS. SHOWERS ARE
TO BE PANNED WITH A PRE-FAB. BASE.
4. ALL VANITY HEIGHTS ARE 36" A.F.F.
5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2"
RECESS. REFER TO MASON'S SCOPE FOR
RECESS WIDTH.
6. ALL BATHROOMS HAVE ONE MEDICINE CABINET
7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F.
8. ALL TUB DECKS ARE SIZED AS FOLLOWS;
40'PRODUCT LINE - MIN. 48" x 64"
50'PRODUCT LINE - MIN. 48" x 76"
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
<e>(2)
- 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
<e>
FLITCH PLATE
(2) - 2X10 #2 SYP W/ 1/2"
FLITCH PLATE
H4
(2) - 2X1 2 #2 SYP W/ 1/2-
FLITCH PLATE
(2) - 13/4" X 11 1/4 LVL
2.OE Fb=2950
<e(2)
>
- 1 314" X 9 1/4"
LVL 2.OE Fb=2950
<e>(2)
- 1 3/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 3/4' X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. 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
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 SE E SN SHEET
H
NOTE: WIND SPEED INDICATED ABOVE
IS AN "ULTIMATE" WIND SPEED. THE
WIND PRESSURES LISTED ABOVE ARE
ALLOWABLE PRESSURES
R302.5 Dwelling/Garage Open ing/Penetration 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 than 13/8" thick, or 20-minute fire -rated doors,
equipped with self -closing 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 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 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.
M 1507.2 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.
WALLLEGEND
I I I MASONRY HGT. @ 9'-4" A.F.F.
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR
BEARING ONLY" ARE FLOOR SYSTEM
SUPPORTING ONLY AND REQUIRES NO
UPLIFT CONNECTORS TO FLOOR SYSTEM
2x WALL STUD AREA TABULATION
1ST FLOOR 1512 S.F.
2ND FLOOR 1615 S.F.
ATTACH SHEATHING
PER C/S6
SEE DETAIL ON PLANJ RIPPED 2x ON BEVEL
1/D2 FOR STAPPING NALED TO W w/ (2)
@ BASE OF WALL 1 Od @ 12" O.C.
MITERED WALL SECTION_
SCALE: N.T.S. (TYP. @ MITERED CORNERS)
2ND FLOOR PLAN
SCALE: Y4"=V-0"
TOTAL
3127 S.F.
GARAGE
611 S.F.
LANAI
181 S.F.
ENTRY
38 S.F.
TOTAL SQ. FT.
3957 S.F.
INSULATION REQ.
LOCATION
R-VALUE / 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 I R-1 1/R-1 3 KRAFT FACED
(GARAGE / LIVING)
0 tpa
ZM
8
U)
0
Z
C-4)
4--J LU
0 LU
V)
E
0
0
0 ce)
co
E
8
0) C0
C W C',
I! M Q4
080
:]z 0i
U- co
-00
(a
4)
-19
0
(1) -he
CL 0
in 0 V
< 0
CY)
OL
< 61
8D.
N,C, D, C
P
IMP
�q M13
c" co
0
0
0
000. Z
C',
ci
S
V L
LLI* 00
LL
C
C <
.ca C C4
0
f
E 'cb
f
C,
PE 3 S%O
I&L411
the 11... 110A
b f,
elief, the structural plans and specifications contained
rTo
- within these drawings comply with the Florida Building
-t i
Ce 5
Cod' Sth Edition (2014) Residential. Engineer's signature
a. s
and seal is only for the structural engineering portions of
.
1he drawing pages bearing Engineer's signature and seal.
'.
Z
0
�--41 4-J C:)
L0 '- "o 0
> U-) rri 0
ZCY)
4-J
fU Ln
< U-
CL
Z
,
170
0� U 0-00
Z E
§ (0
Z
C) F-
WLLJ
-.11 C:)
z
LU LL 0
z
z
0
102 0 z<0
>-
z 0 a.
z <Z U X
Uzi 0; Z-
9,-
Lou
0>- U 0� 0 w)
M U
OR LU
C)
Q. 0 z
LU z
C)
Ln
N
r-4
0 <
uj F- _;t
W he ce
<Z00
LLJ 0 0 0 W
0
00�
< Z
u L2 M M- 2
20Z01 , - o, I.-
Z
Z
Cy z;i
Uj LLI M 0
Uj
Q-
�J-zo
J<8r-
6
_j
U)
0
0-
1�j LU 0 LL Z <
!� �i r- 02:
=<W
Ce
r-4 0
&yx U.
X z
-j 2 z <
LLI
0
C:)
CL he LL1
F-
C)
LL
<
Z
Uj
..
Z `0
>
Z
0
�-*!
-i
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FFLORES,
VERSION NO.
1525
JOB NO: 17-1426
SHEIET NO.
2
60
FIBERGLASS SHINGLE OR
CONCRETE TILE PER
COMMUNITY SPEC (SEE 12
STRUCT.) 4'OFF-RI GE VENT 4'OFF-RIDGE VEN r 15.9
F_
z
0
0
0�
F-
z
0
35 SH
35 SH
z
0
0
z
0
35 SH
T.O.P. A
- - - - - - - - - - - - HDR.11v
9 00
F-
12 b 2� Q-
-73.0
F.F�-�
T.O.M.
C?
50
- - - - - - - - -
TEXTURED
FINISH
- - - HDR.1%v
F-
- - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
- - -
- - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
- -
T.O.P.
HDR.
9
FL.
T. 0. M.
8011% -5GD
REAR ELEVATION - A
SCALE: 1/4" = V-0"
FIBERGLASS SHINGLE OR
CONCRETE TILE PER
COMMUNITY SPEC (SEE
STRUCT.)
- - - ==*"= 7
6" BAND
TYPICAL
19W
TEXTURED 12
FINISH
T.0 P. 5.01
@ ENTRY
1/2 RND.
TRNSM
35 SH
- - - - - - - - - - - - A t - - - - - - - - - - -
WEEP SCREED
SANDED-J
- - - - - - - - - - F-NtSW- - - -
HDR.
r-- - - - - - - - - - - -
6- Z9
TYPI",
F, L
Cl)
------------------------ _T
25 SH 25 SH
ALL TRIM LINES
ARESCORED
12
15.9
I L
25 SH 35 SH 25
- - - - - - - - - - - - - --- - - �5_ �_,
35 SH
T.O.P.
HDR.,
9 60
F_
12
15.0
T. 0. M.
II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HDR.%V
C3 0
=Elm 'U
F= =1 1:1 1:1 6"
Lf)
q�y .
LO
F_
E:1 E:1 1:1
FRONT ELEVATION - A
SCALE: 1/4" = V-0"
1.\.[ r, �1-
,0 Of �Mln
KEYSTONE DETAIL
SCALE: 1/2" = V-0"
!�
a
(D
z c)
Z
z
CL
z
Cz
V) (D
Q) U-3
+_j LU
LU
0
F_
E
0
00
U
LU
E
C*4
4)(Y)
0) Cf)
0 M co
: 9 c"),
42
ioz .00
0 (a—
J,
< 0
U) C, f-
Lr) 0 0
:S
a -� Ci
I
N-C-B-D-C
.,\4
'71
0 0 00
0
--A 0
z 4.5 �--X F L'
UMW
:;z N.
.....
FESS
II111111A
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.
40
Z C*4
0 (v N
14 4.j C:)
Ul) 5; kD
> CD
C)
M Ln
in
Q) Ln
L_ LL
CL
z
fy)
4
ce U CL 00
z E
3:
z g
LU C)
W
_j C)
110
0
0� ce
LLJ LLJ LL
(L
tj ix
00
Z z < C.)
0 0 (L
Z>- Ux
Z Z
uj z
3: LD
0
8 V) 0 0
OR �3 LLJ 04
C)
,14-
LU
0 zz
LH
0
Cr.
06
In
r*4
r*4
z
Ln
0
M
LL
_j
0 -<
Q: .— 3w:
121c, 70- cle,
<
<
�� t7; 2
n C,
Z
z
CL
0� LZLJ
Z 9-1: 2E
W 0 0
>
LLJ
C/)
v
C tz -.j
ui
zV)
0
LLJ 0 u- z
vi- 6 8
>_
0 CY LL z
Ln
:-,I
z <
0
C:)
<
_j
Low
CL
>
Z
W
UJI
0
z
z
LL,
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FLORES
VERSION NO.
1525
JOB NO: 17-1426
SHEEr NO.
3
?
z
N
N
-A - .1_1. i - , - I , , _ . — d6
A - I - L�.ILALI_J, I a . . __ - , - . ! � . I i , . 'It _i. . , �� , - - - - - L a . I A.— 1,1 i A� � . � .- �
General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
12 **G.C. VERIFY ROOF PITCH"
5.9 ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
VRIDGE VENT MANUFACTURER.
FIBERGLASS SHINGLE OR "ELECTRICAL SPECIFICATION NOTES"
CONCRETE TILE PER ELECTRICAL CONTRACTOR MUST VERIFY WITH
COMMUNITY SPEC (SEE THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
STRUCT.) TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
I
Exterior Covering
--------- T.O.P. R703.6 Exterior plaster.
HDR. Installation of these materials shall be in compliance with ASTM C
- - - - - - - - - - - - - - - - - - - - - - - 926 and ASTM C 1063.
R703.6.1 Lath.
12
k&L — All Lath and lath attachments shall be of corrosion -resistant
F- materials. Attached per ASTM C 1063.
z 5.0
0 0
n R703.6.2 Plaster.
_J _J 00
0 F- 1H3SH 0 F- Plastering w/ portland cement plaster shall be not less than three
X cr coats when applied over metal lath or wire lath and shall be not
F- F-
z z less than two coats when applied over masonry, concrete.
0 0 11
3.0 12 0 0 1 R703.6.3 Water-Resisitive Barriers.
FL.�, Water-resisitive barriers shall be installed where cement plaster
- - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - -
'k - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - (stucco) is to be applied over wood -based sheathing, shall include
12 5� T.O.M. a water -resistive vapor -permeable barrier. The individual layers
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15_0 - - - - shall be installed independently such that each layer provides a
WEEPSCREED HEEL - separate continuous plane and any flashing intended to drain to
the water -resistive barrier is directed between the layers. The
@ GAR. barriers shall consist of one of the following.
AV- 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.
CD
Approved corrosion -resistant flashing shall be applied
00
TEXTURED FINISH F_ shingle -fashion in a manner to prevent entry of water into the wall
1' 8" op cavity or penetration of water to the building structural framing
components. Flashing shall be installed at the following locations.
0 Exterior window/door openings.
0 Intersection of chimneys or other masonry contructions with
F.FL. frame walls.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 21% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 Under and at the ends of masonry, wood or metal copings
and sills.
0 Continuously above all projecting wood trim.
a Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
0 At wall and roof intersections
LEFT ELEVATION A 0 At Built-in gutters.
SCALE: 1/4" V-0" 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 11300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion o
the space to be ventilated.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 ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN -
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I LINEAR FT.
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
12 *If not enough vented solfit is provided due to fire protection, the contractor shall use the
8'RIDGE VENT following approved vents:
FIBERGLASS SHINGLE OR 5.9 * LOMANCO DECK -AIR (Shingle Roofl - 9 SQ. IN. OF NET FREE AREA / FT�
4'OFF-RIDGE VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft of Deck -Air Needed)
CONCRETE TILE PER e O'HAGIN Mi e Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT
COMMUNITY SPEC (SE -Formula: (Sq. Ft. Soffft Needed) x 7 (Sq. In. Needed) 86.25 Amount of O'Hagin Vents Needed
STRUCT.)
T.O.P. - - -- - -- -
A HDR.
z z
0 0
co _J 9 _J
0 23 SH r, 0
z z
0 0
12
15.0 12 3.0
F.FL. - - - - - - - - - - - t - - - - - - - - - - - - - - - - - - - - - - - - - - - — - sk - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-T.O.M -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
HEEL
r4@_GA_R_. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ar.
60 TEXTURED FINISH TEXTURED FINISH
" 7_0"
�F.FL - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2b SH 25SH
RIGHT ELEVATION — A.
SCALE: 1/4" = V-0"
(Df
z M
z
Z�
CL
Z
Q)
(D03
0 LJ.J
c1f
L /) Z:)
U0
E
0
0
ca
0c:)
C14
E
8
0) Cl)
ccQ
00"
U. 00
_00
0 9 , iz,
-CL
< 0
6
OT
0
8D,
D
-C-8 -C
14
0
F
6 cli
�_A
Z tv) S
I
0
0
_J
otu UJ
CL
z
0
r C.<\
a 0
u L.
LLW
:C0
z CD F
;FC C4 .......
Plor
Am
0 Esi
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 sea] is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and sea].
C)
C)
Z CN
0 a)
�-4 C:)
V) =3 tZi
CD
> (n M
z
4-r fy) N
(0 Ln
0
— Ln
U_
C>L
z
F- � ro
M -I
0� U CL 00
z 3i E
z M
LU C:)
W
_J 0
t-0
0 Z
ZLLR
-zr X
a 0
0 z < (.5
op Z >z 0 a- 0�
z >_ < U z <
Z_ LZL, 'F"-' Z z
2 u_JJ
0*1
8 15 LLJ C'4
0 Z, (9
C:)
0.
LLJ W,_
LLI
Ln
r-4
(N
U)
Ln
W
U)
LU 0
Ce
Z
UJ a 00
0
'!0
z
u L--u �! -2d 2
or- 0 z cc
z LZ gi
M
LU
(3
uJ UJ 0 0
z 0 P
�8
U,
I � 8 2
iT)
_3
z
N 0
�!
... L. " , Z
2E 5 tu-
r-4
psyl: z
�.J
,0
C)
V-
7..q <
F—
C:)
CY) >
Z
LU
>
.. W
Z
z
0
:5 W
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1525
JOB NO: 17-1426
SHEET NO.
4
,U
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.
200A INDOOR PANEL
CENTER
per
2DO AMP 2, cooppertoo 2,10,4a,m,p :kotso's
...A
#10-2 copper to WH
#10-3 copper to Dryer
METER
MAIN
0
2/0 or 4/0 SER Alu
200 amp
150 amp
Disconnect
POWER CO. FEED_T
INTERSYSTEM
4 Bare Cu Ground
4 Be,
BONDING
#4 GROUNDING WIRE
TERMINATION PER
WITH CODE APPROVED
NEC 08,250.94
CLAMP PER 250.50 AND
250.52 OF THE 2011 NEC.
------------- ----------------------------------
GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser DiagraM (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO.
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 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 accordance with the
national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the
installation & sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault 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 UL 2075, gas and
vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: 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 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" for straight counter
tops and 18" for sinks and ranges installed in corner counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
__W.
WEATHERPROOF DUPLEX OUTLET
K)G&F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
is .
-J?4
FOUR-WAY SWITCH
$R
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
16)
EXHAUSTFAN
1-1
14),
EXHAUST FAN/LIGHT COMBINATION
CQ
ELECTRIC DOOR OPERATOR (OPTIONAL)
FCH]
CHIMES (OPTIONAL)
El
PUSHBUTTON SWITCH (OPTIONAL)
SMOKE DETECTOR
SMOKIE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
FT�
TELEVISION (OPTIONAL)
FTV] 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
wpn
ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
ROUGH -IN FOR OPT. CEILING FAN
v
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
</
OPT. CEILING FAN
G�)
(1) PHONE LINE, (1) DATA PORT
PLUMBING RISER
SCALE:NTS
DEDICATED
RECEPTACLE
FOR MICROWAVE
RANGE HOOD
PER SPECS
I
NOTE: PLUMBING RISER IS SCHEMATIC TO
BE VERIFIED WITH PLUMBER
rej
EYEBALL CENTER
ON WINDOW
BRKFST
'CH FOR DISPOSAL
GFI
FO I A
u-
_j
LL
C14
LO
_jI
IT GFI
OPTIONAL LIGHTING
SCALE: Y4"=1'-0"
Fl
PENDANT AS PER
UNDER COUNTER
DEDICATED
RECEPTACLE
FOR MICROWAVE
RANGE HOOD
PER SPECS
1st FLOOR ELECTRICAL PLAN
SCALE: Y4"=V-0"
J uj
>
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.
L,)m
0 —
Z c')
ID
13
Z (D
Z
ZV) (D
LLJ
U
0 LU
-L/)
E
0
0
Z:)
0 V)
U0
C14
C)
E
8
0) ce)
CM ce)
a MM
2 V cl)
01N
as
.90
r ai
%
LL OD
-00
M
0)
.2
0
(0 -..e
CL
Lo 0
< 0
cm
a CL
< Ci
I.-C-B
D C
C14
C14 U'�
Lc,
9Az00
V) Z
So
r-
Ci cs
0
-c�o
4) 2 o?
1W 4W rg 1. -W ro-
M LL
'j_ LL.
. U_
LU
U) -
r
LLI
CL a-
� C LL
U .2 0
< a.— 9
9 [�! 2�
Z 0
to C94
0
co
r_
Z E T
MS-1
im
<e M
rz 0
Uj A;� c1l S
a)
_.,
%LLJ 0
W 0
0
L) ca
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
C)
Z C14
0 (1) N
14 4-J C)
0
0
> (j) M
CD
M
4--r N
V) M Ln
C)
(1) — Ln
ZC)-
C LL
U CL 00
Z § E
WLU
Z M
C:)
_j C:)
0
LLJ
ZU-R.
LLI z
u, m
U �- � R a 0
0 Z
Z >-
op Z
Z
Z<Z
�E 4 1
Z
Q Z a
LLJ W.
8 Lo
8
uj 04
0 Z
C:)
a.
LLI Z
Lu
C:)
Ln
r-4
Ln
LU 0 <
Lu Cc �_ 3.
W 9 �e ce
ce.
Z
<Z80
WOO W
0
Lu
L) I!_ t; 2
102 C) Z
"D
Z
=3
, �g �i
LLI 0:)
Z
LU
LU
0 (<D Z0—
_j
P u, <6
Z �- =
82!� 9 a.
0
0 LL. Z 0<
20:
Z Z
<
C,
0
C)
V_
_j W LLJ
_j LU
<
l.—
C)
Z
. .
. . Uj
LU
>
0
Z _j
:5
Z
14
_j
LU
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FLORES
VERSION NO.
1525
JOB NO: 17-1426
SHEEr NO.
5
r
-Li
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.
---------------------------------------------- I
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 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 accordance with thE
national electric code, latest edition, by a licensed electrical contractor who shall be responsible for thE
installation & sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault 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 UL 2075, gas and
vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: 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 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 ari
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 wail 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" for straight counte,
tops and 18" for sinks and ranges installed in corner counters.
I - ELECTRICAL KEY I
K)--
DUPLEX CONVENIENCE OUTLET
I Z±,
FEPI::
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
6.
�?4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
4-P.C.
LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLOURESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
rD� ELECTRIC DOOR OPERATOR (OPTIONAL)
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
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
</ \>
OPT. CEILING FAN
G9
(1) PHONE LINE, (1) DATA PORT
POWER CO. FEED
INTERSYSTEM
BONDING
TERMINATION PER
NEC 08, 250.94 —
200A INDOOR PANEL
CENTER
CLAMP PER 250.50 AND
250.52 OF THE 2011 NEC.
Doper to lights & outlets
opper to 20 amp ckts
copper to WH
copper to Dryer
i Alu
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.
-----------------------------
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.
-----------------
L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - j
2nd FLOOR ELECTRICAL PLAN
SCALE: Y4"=1'-0"
0!�M
Z ce)
M
Z (D
Z
ZV) (D
(1)
U—)
�_j LLJ
U
LLJ
0
F_
E
0
C)
LU
E
a) ccel
CD M
C ca ce)
T :S c-,
020
= LL co
CD
(D
_4
0 j:�'
(1) 0
U) 0 V
< 0
c))
q CL
d) < 6
A
MID.
N-C-13 D C
U11
ce>
LO
Its
tAZ MO- Z0 zz
6 6
_j _j cs
MW V 1.42 2 T or- p
mu_—
U_ .1
--j
(0 N
C�
r-u-
LU Uj
U < '11.
Z 0
2�
ro— 0
E
0
M
cV
LL
04 Ce)
. . 0
0
U.J
* W 0
C)
0 M
El El 1:1
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 11714
0 cu r-,
0-4 4-J
U) —
:3
> U-) M p
4-r N
U-) M Lr)
0
a) — Ln
< " U.
rL
Z
Q� 0 00
< E
Z
Uj
W
_j CD
ko
Milli!
0
ce cle
ED Q_
� E a,
LU
Ln 0 0
0 Z < 6
Z >_
op 0 CL
Z <Z U Z
Z Z Z
LLJ Z
W
Lu
U
0)
.8
C,
U, LU C14
Z
Q. 0
LU I Z
tZ
Lr)
r_j
117�4
Ln
_j
LLI o _<j
LLI W �-_J:
cle n
Ce
Z
cc
LUNHOW
0
<
<
P tru;,'Z�! ---oj 2
Z
_j
O—UJ—
nomo
Z
ED
CL
LOU _j 8
_j
>
Ln
<
OLLZ<
>—
r4
cy Z <
U) Z
�
0
C)
uj
CL LLJ
l.—
C)
0
Z
LLI
>
. .
Lu
Z
Z
0
:5
W
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FLORES
VERSION NO.
15n25
JOB NO: 17-1426
SHEET NO.
6
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 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion
the space to be ventilated.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 ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAW
(Values to be verified with Manufacturer Specifications)
VENTED SOFFIT 48 SQ. FT. * RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT.
e OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
e SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
............................................................................... ............................
A"* A" AAW JAW a *ff not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
9 LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT.
e O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT
..Formula: (Sq. Ft. Soffit Needed) x 7 (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed
ZONE-3 "Formula: (Sq. Ft. Soffit Needed) x 7 (Sq. In. Needed) 19 (Linear Ft. of Deck -Air Needed)
F_:XA ATTIC SPACE
F--:
d :X 280 SQ. FT.
...........................
00 1 * , , , , * * * * o * *
o *0*:.V.7oV ......... 0 ...... .......................... ................. ...... ........
F_ ---
UL_ ... ...
c:> . .:-:.I . . . . . .
VENTED SOFFIT 42 SQ. FT.
LU
LU
::A
::A ZONE-4
ATTIC SPACE
1740 SQ. FT.
LL_
d
W
LL_
ILL.
C>
W
C1
LLJ LL_
d
LU :A U)
... C14
ILL.
:A C)
* * U)
A M
LL1
F_
:A M
U_j
:A
:A
Xoj
:A
:A
j ILL.
d
A W
CD... ...
::::::j ATTIC VENTILATION CALCULATIONS A
F-
::::::j LL_ ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
ILL- .:.o.
.7A VENTED SOFFIT 26 SQ. FT. 0 .1.7 1/150 Rule
E 7.1
U) ... 1/300 Rule Ridge Vent Arrit
o.. ... (No Upper Ventilators Off -Ridge Amt.
... rovide Upper Ventilators) (Ft.)
C1 (Must P
uj Req.)
VM .. .... Total Ventilation
* * . - . ... 0". ... ..... .
............... ..
................... ..... ...... LLI Provided by
ATTIC
... SPACE SQ. FT. SQ. IN. of Upper
::A ... SQ. IN. of SQ. FT. Total SQ. of ventilation to Ventlators
ZONE-1 of vented IN. of SQ. IN. of SQ. IN. of (See Elev)
ventilation vented be provided
ZONE-2 required soffit ventilation soffit by upper Ventilation Ventilation
needed required needed ventilators
ATTIC SPACE
ATTIC SPACE 7
0 0
Main
269 SQ. FT d
W 0.0 0.0
45 SQ. FT. IR4- Floor 269 258 37 129 9 65 0.0
...... CS4 (Zone 1) 0.0 0.0
....... tox.
.o.. Fx. ILL- Main Floor 45 43 6 22 2 11 0.0 0.0 0.0
L.L. (Zone 2)
VENTED SOFFIT 15 SQ 0
FT. 0.0 0.0
Upper Floor 0.0 0.0
7 UJI 67 0.0
(Zone 3) 280 269 38 134 10 0.0 0.0
F_
LU Upper Floor 0.0 3.0
�> 1740
.. . ............ 1670 239 835 60 418 414.0
(Zone 4)
-NOTE**
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FBC 5th ED. RESIDENTIAL.
VENTED SOFFIT 70 SQ. FT. VENTED SOFFIT LEGEND
--j IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION VVILL BE INSTALLED
AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF
LABELED AS"VENTED", NO FIRE PROTECTION W LL BE REQUIRED.
VENTED SOFFIT
ROOF PLAN -A
SCALE: Y4"=V-0"
(.D!P 0
z CV)
-0
<
I
z
V) 0
Q) C-f 3
4--J Lu
U
0 LU E
0
0
W Cl)
V) .2
C) a) CC,*,)
M Cl)
LU a W Cl)
E J! :,a cv,)
8 000
r- LL 00
0."
co 6-8
U) 0 --t
< 6
--c'. --c
8 Do
CD
LO
U3
1"z 0 V4 N m
00
2
U)
0
A
.0 CL
. RIUM
Hg-
11100\1 Q M
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.
CD
Z 117�4
0 v
F-4 4_j C)
V)
> V) M
a
N
Ln
r.L (n C: V-
z Ln ON
a) - Ln
LL
cl� U CL 00
< �. �O
z z E
z
LLJ
_j C:)
W t.0
,Rz
LU LL 0
z
2c: 0
z >. z < L)
E Z 0 0. x
Z>- <UX <
!-. � 4 Lz. ZZ
19
8? �,q, b W,
>- CL U 0 L0
OE - US 8
84 :e 0
8, LLj 04
C) 0. 0 z
LLJ z
11:r cc
0
T-1
Ln
11714
11714
Lr)
W
." 0;�
Uj I,- �:
ce;� ce
2 z gLLI a 0
0 < 0 0 LZU W
'0 z z Fyx:!zrz 'i
fu ui U, OZ (=:1) 0
z
Cl) 11-1 L-
> z I g,
0 u- z 0.
LLJ <
0<1 W 01: 8
Ce Iz
U_ z
z <
:�j LLI
<
0.
c) rf) LL <
z . . .. 0
LU F_ Z 0
> 0
z
14 1 _J
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1525
JOB NO: 17-1426
SHEEr NO.
7
W.W.M. PLACED IN
1/8" SAWC LIT x 1/4
UPPER 1/3 OF SLAB
SLAB THICKNESS
OR FIBERMESH
WHERE SHOWN ON
REINF. SEE PLAN,
FOUNDATION PLAN
Li -, .. LU
x Uj
co
CONTROL
JOINT DETAIL
SCALE: 1 1/7=14"
#5 CONT REINF.
SEE FND. FOR
.!v
QUANTITY
77-7-77., 7.11
#5 X 25" X 25"
CORNER BAR ONE
; -;p
FOR EA. HORIZ.
REBAR, TYP. U,N.O.
v
"I.,
TYP. CORNER BAR
PLAN DETAIL
SCALE: 1 1/2"=IA"
SEE FLOOR PLAN
FOR BRG. WALL I ".\
41F. SEE PLAN
(3) #5 REBAR
STEP DOWN ERG. (2 STY.)
SCALE: N.T.S.
REF: EXTERIOR REINF. SEE
SLAB PLAN
F.F.
co
S&.
cN
20" (3) #5
oe REBAR
CONT.
2411 00,
2-s-rORY FTG. ,-"* �2
SCALE: 1/2" 1'-0"
o L4 0
EIL. U-
00
Ln
In
OP
60
14'41
41-7 6-2"
4--7
11 0-6"
481-811
1 1-6"
TYP. @ -2 -6" x 2'-6" x V-011 L
2 STORY W/ (3) #5's E.W. P YS3
HB
U.N.O. 7'�7�
+ TY .
-- — — — — — — — —
— — — — — — — — — — —
r-------
U.1
PROVIDE 1-1/2" RECESS - — - (2) #5 VIERTIC;A
1 1 - LS
9 W/IN FILLED ELL
F- FOR SGD DOOR. REFER CD Cj
- CID T-O" 8'-10" 6-10" 7-0"
TO MASON'S SCOPE
FOR WIDTH 4" STE 31-011 x 3'-0" x i I-Onod.
C? DOWN W/ (4) #5's E.W.
C.i. MIN.
T-O" x 3'-p" x V-13" - — — — — — — — — — — — — — — — — — — — — ---
W/ (4) #5 s E.W.
C? 2'-6" x 2'-6" x 1'-0" T-13" X T-O" X 1 '-0" PROVIDE 1-1/2" RECESS INDIdATES FILLED CELL W/3000 PSI
%A/ (3) #5's E.W 77-11 W/ (4) #5's E.W. FOR SGID DOOR. REFER CONP. GROUT FROM FTR. TO BIEAM
Fr -
TO MASON'S SCOPE W/ 1#5 REBAR VERT. ABOVE SLAB.
_j
!k FOR WIDTH TYPI DAL @ ALL PLACES SHOWN
HOO (ED FTG. DOWELS 171v
14 EMBIEDMENT W/ 25" EXT.
ABO'-/E SLAB "GRADE 40 STEEL"
L -J
OP U OL 0'-0" ELEV.
8--10"
It '-r FIN CONC. SLAB
C.j.
3 1 /2" MIN. 3000 PSI CONC. SLAB
- GG qEMAKER LINE FOR HERNANDO COUNTY ONLY
9 S3 3-1/2" MIN. 2500 PSI CONC. SLAB OVER GG
;;T
6 MIL VISQUEEN VAPOR BARRIER S3
-1
L - — — — — — — — — — — — — -
----- ---
F
101-91 T-15" 7-0" L - - - - - - - - -
r i
\, �S6
TYP. @ C? o
2STORY rG G
U.N.O. �3
LO
cf)
9
r20--6'1
1
9
T-O" X T-O" X 1 '-0"----/
W/ (4) #5's E.W.
TOP OF CONC.1 PAVER TO BE
9
4" BELOW FIN. FLR.
PROVIDE 1/2" x 9"
RECESS FOR FRT. DOOR
L- - - - - - - -
- --
- -
- - - - - - - - - - -
T-O"
7-01'
6-0"
4'-0"
7*�
LU
�3
a- I
0
-.1
2'-6" x 2'-6" x V-011
W/ (3) #5's E.W.
21-611 x 2'-6" x l';t
41
W/ (3) #5's E.W. -3
R
0?
2'-6" x 2'-6" x V-01!
W/ (3) #5's E.W.
12'-6" 1 V-4" 1 6-21'
V-4-1
14-4-
Q
0
TYP. @
2STORY
9 1 1 U.N.O.
In
C.j.
Sim, @
L FOUNDATION
ONLY
-- -1 1
T-2" 16-4
17 71 F
L J
L- - - - - - - - - - - - -- - - - - - -
. . .....
-4
8'-8"
2'-6" x 2'-6" X 1'-0"
W/ (3) #5's E.W.
cr
0 Z
8
CD
a 0
C14 U-
1 4TOR
'-4"
41'
9
STEP W.H.
DOWN
31-01' x T-01" x 1'-0"
-4"
VVI (4) #5's E.W.
MIN. 0
T-811
I BUILDER TO PROVIDE
- APPLIANCE PROTECTION
WHEN REQUIRED PER FBC
T-0
W1
-8-
0 C.j.
CF
U) 0
1 0
C14 U-
1 l4f'
48'-8"
C14
-1
—
04
(2) #5 VERTICALS
W/IN FIL ED CELL
81- S3
"SEE S-3 FOR
TR�ECESS OPT."
- - - - - - - - - - - -
i I M in
FOOTING
TYP. @
SINGLE
STORY
/* A�
(2) #5 VERTICALS
W/IN FILLED CELL
S3 ,SEE S-3 FOR I
1113
RECESS OPT."
- - - - - - - -
\-4'-O" X 4'-0" X V-0"
W/ (5) #5's E.W.
2--0" 8'-Ovv
09
rn
00
CN
OP
9
F-
C9
aD
LO
NOTE:
a 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
0 SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
11-41-
FOUNDATION PLAN A,B
SCALE: X"=V-0"
(D !9
z Ce)
z (0
z
<
-j
z
V) 0
Uj
C)
U
0
E
U1)
un I.-
0
00
U
E
8
,--a -100 cm,
6 *ro- N
C,
0
=0
0
U- W
CL 0
0
< 0
CL
A
8 D.
N-�-IB D-C
A
co
%tv
A04
c,
i 'o
f
LL
LU
at
o
< a.
I(N
Z r- cq OCA\�- 6
19
.,e !E
04
49 d F
I III%%
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 r*4
0
1-4
Ln— C:)
M Ln
Ln q-
US N
W --h, Ln
L- U-
F- c>L
10� U CL
00
z E
LLJ c)
-1 0
z
LU u- 2
Lu z
u, .
t) � R, 0 0
pz>- z <0
0 z 8
Z. l.- zz
.0 b -,: W,
CL U 8 kn
C)
T LU
a. 0 z
z
uj
Ln
Lr)
z
ui 0;�
0`1 OZ
<
uj
ro- 8",
Z
CL
z cme Q
LL,
z
Uj
z
Lu 0
ti <z
=>
00
Uj U- z
<, <W= r<- Zo
<z
C:>
0
uj LU
x
C)
z
��-E
LL
z
..
-I
LU
>
0
Z 0
5
z
LL
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: ERAND
VERSION NO.
1525
JOB NO: 17-1426
SHEET NO.
8
z'
2x BI
TYP. @ I_wvv
CORNERS U.N.O.
LOW ROOF & FLOOR FRAMING PLAN A
SCALE: Y4"=V-0"
WALL LOCATION
VARIES
ROOF SHEATHING -
ATTACHED PER
NAILING SCHEDULE
)HTA20STRAPS
"H RAFTERS
N a, N
MASONRY WALL
SEE PLAN
2x 2nd FLOOR WALL
SEE 11/D1 FOR
CONNECTION
2X6 CONT. LEDGER
W/ 16d NAILS @ 8"
O.C. @ TOP CHORD &
(2) 16d TO EACH WEB
MEMBER
-------------
FLOOR
SYSTEM
2x6 #2 SPF P.T. RAFTERS
@ 16" O.C. TYP. W/ (2) 16d
TOENAILS EACH SIDE TO
LEDGER
3ECTION @LOW ROOF 2
SCALE: 34' - V-0"
)OF
2x4 #2 SYP NAILER. NAIL -
TO STUDS w/3-16d @
EA. STUD. TOENAIL EA.
TRUSS TO NAILER w/3-1 Od
USP JU26 OR IF 2 PLY
TRUSS USP JUS26-2
TRUSS TO LEDGER —j
2X10 #2 SYP CONT. LEDGER
W/ (3) 1/2" X 4 1/2" LAG SCREWS
ATTACH LAG SCREWS INTO END
OF EACH FLOOR TRUSS, 24" O.C.
MAX. (AT EACH SIDE OF G.T. INSTALL
(4) LAG SCREWS EACH SIDE)
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
I HETA20
1810
9 - 10d x 1 1/2"
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
6GO
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"
IF
HHETA20
2235
10 - 10d x 1 1/2"
G
I H10A
1340
1015
18 - 1 Od x 1 1/2"
RT16A
1380
1160
9-1 Od X 1 1/2% 8-1 Od
H
HTT4
3610
3105
5/8"ANCH. 08) 10dxl-1/2
HTT4
2715
5/8" ANCH. /(20) 1 0dx1 -1 /2
i
HTT5
4350
3740
5/8* ANCH. / (26) 1 0dx1 -1 /2"
HTT5
3225
5/8-ANCH. /(28) 1061-1/2
K
HD3B*
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
2345
—
12 - 5/8" DIA. BOLTS
L
HD5B*
4505
3785
5/8"ANCH. 3/4" STUD BOLTS
TDX6
5320
—
2 - 7/8" DIA. BOLTS
M
HD7B*
6645
7/8"ANCH. 3/4" STUD BOLTS
TDX10
7845
—
4 - 7/8" DIA. BOLTS
N
LUS26
1165/1070
1005/915
8 - 10d x 3"
JUS26
11 15/106G**
—
8-10d
P
HUS26
1550/3335
1335/282G
20 - 16d x 3 1/2"
HUS26
1925/3295
—
(20)16d x 3-1/2"
Q
HUS28
200014220
1720/3125
30 - 16d x 3 1/2"
HUS28
2570/4345
—
30d -16d x 3-1/2"
R
MTS12
1000
860
14 - 1 Od x 1 1/2"
MTW12
1195
1005
14-1 Gd x 1-1 /2"
S
MTS16
1000
860
14 - 10d x 1 1/2"
MTW16
1195
1005
14-1 Old x 1-1 /2"
T
MTS2G
1000
860
14 - 1 Od x 1 1/2"
MTW20
1195
1005
14-1 Od x 1-1 /2"
U
MGT/MUGT
3140
3140
22 - 10d 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
(116)1 Od NAILS AND
1(5)1/4"x3"WEDGE
BOLTS
ROOF AND EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE
LFILTA
'X" HTS 20 1 1450 1 1245 124-1 Od X 1 1/2" HTW20 1 1530 1 im 24-1 Od X 1 1/2"
Spi 1 585 1 535 110 - 10d SPT22 I 685_La 1 8- 10d
SP2 1 1065 1 605 1 12 - 10d SPT24 1 1030 1 1 19 - inri
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 TO BE SIMPSON "SET" U.N.O.
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
DROP HIP DETAIL
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6-)
'FASTEN PAI-W 31% TD"QQ W9:M Tn r-Af-W TO"CO Tr%D f'UnDr% MICOV 1K1TaQ1-Mn71K11-
k-1 W—
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 (-).
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. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 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
INTERSECTIONS. SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5!-O"ON A HORIZONTAL PROJECTION.
FLOOR CONNECTION
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
SEE FLOOR FRAMING PLAN AND
J/S6 FOR MORE INFO. VERIFY
WITH PLAN FOR LOCATION AND
DIRECTION (IF PARALLE SEE 2/D2
FOR BLOCKING INFO)
MASONRY WALL
(TYPICAL)
SECTION AT LOW ROO
SCALE: 1/2" = 1'
(A)
1 OR 2 PLY
CARRIER
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL
OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O.
a
SEE D1 SHEET FOR
TYPICAL ROOF
FRAMING DETAILS
0.0
zc')
z co
z
U)
Cz
Z
V) (D
(1) C—/)O
4—J Lu
0 LU
U1)
E
0
0)
U) cv)
0 C)
Co t-
LU
E
—8
C14
0 C0
CD C9
0 04
aj
can)
20
= LL 00
S,6!�
0
Je
0
< M
0.0
/L0 0 -�r
ci
A
a
I
D.
C, C�
.0
Z 4) co
.1d ,
& u!
K .
LU
-240-
CL
z ffi<
— C
0
F t
LL
-
Z,4
OFES
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.
CD
C:)
z r*-j
0 0) N
�--4 :U C:)
V) = tD
U-) in
z
�
4-J
(n (0 In
CL tn 72
16-
Lq 0
a) — Ln
LL
z
M
U 0. 00
z E
Z§
LJLJ C:)
W
—j 0
tD
0
aw
Lu u-
z (L
U I-- �N, a 0
or �0 >- z < 0
00.
z U�
��4.0z
0. LU
ru = -1
U 0 LC)
U 8
CV
LLJ
F-20z(g
LLJ Z.
LLJ
0
z
Ln
r*4
r1*4
Ln
LL
0
F- :,r
V) he ce
Ce
0
LU Q
13 0 0 W
0
<
< 0
U �U-1 fA c a,
or- z
wo
'10
z
z
U
! i z
2 8 0
< < u r-
>
LLI
06
1,--
? ? !�
LL
0
LL' 0 LL Z
! -C a V�- —2 2 5
r14
0
2'98 -,
Z�
0
v-
=j LU
0.
CL
<
F-
C:)
fy)
z
Uj
>
F-
0
z
:5 0
z
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: ERAND
VERSION NO.
1525
JOB NO: 17-1426
SHEET NO.
9
z
C3
-A 1 1 1 1 . . k 1� .1 1 11 1 -L Ll .1.1 - --1L- llk—j1t-d- -1. - 1 4. Iwo" L6� , I "mi . ii I -
LL L 1-1AILM1W., 11, --- - -- — — I -- - . I . -
P. @ HIP
RNERS
TYP.
U.N.O.
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 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
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 - 1 Od x 1 1/2"
RT16A
1380
1160
9-1 Old X 1 1/2% 8-10
H
HTT4
3610
3105
5/8"ANCH. /0 8) 10dx1 -1/2
HTT4
2715
5/8"ANCH. /(20) 10dxl-1/2
i
HTT5
4350
3740
5/8"ANCH. / (26) 1061-1/2"
HTT5
3225
5/8"ANCH. /(28) 1061-1/2
K
HD3B *
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
2345
—
2 - 5/8" DIA. BOLTS
L
HD5B *
4505
3785
5/8" ANCH. 3/4" STUD BOLTS
TDX6
5320
—
2 - 7/8" DIA. BOLTS
M
HD7B *
6645
5650
7/8" ANCH. 3/4" STUD BOLTS
TDX1 0
7845
—
4 - 7/8" DIA. BOLTS
N
LUS26
1165/1070
1005/915
8 - 10d x 3"
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"
Q
HUS28
2000/4220
1720/3125
30 - 16d x 3 1/2"
HUS28
2570/4345_
—
30d - 1 6d x 3-1/2"
R
MTS12
1000
860
14 - 1 Od x 1 1/2"
MTW12
1 1195
1005
14-10d x 1-1/2"
S
MTS16
1000
860
14 - 1 Od x 1 1/2"
MTW16
1195
1005
14-1 Od x 1-1 /2"
T
MTS20
1000
860
14 - 1 Old x 1 1/2"
MTW20
1195
1005
14-10d x 1-1/2"
U
MGT/MUGT
3140
3140
22 - 10d X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET"
EPDXY
V
LGT2
2150
1850
(1 6)16d SINKERS &
(7) 1/4" x 2-1/4"
TITENS
LUGT2
1 1850
1 1810
(16)1 Od NAILS AND
(5) 1/4' x 3" WEDGE
BOLTS
M
"X" I HTS 20 1 1450 1 1245 124-1 Od X 1 1/2" HTW20 1 1530 1 1285 1 24-1 Old X 1 1/2"
Spi 585 535 10 - 10d SPT22 685 8 - 10d
SP2 1065 605 12 - 10d SPT24 1030 12 - 10d
HrIP9 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 TO BE SIMPSON "SET" U.N.O.
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
DROP HIP DETAIL
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 (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-).
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. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 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
INTERSECTIONS. SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5�-17 ON A HORIZONTAL PROJECTION,
UPPER ROOF FRAMING PLAN A
SCALE: YV=V-0"
(A)
1 OR 2 PLY
CARRIER
Z 2 PLY CA
EI�IER—J
x CONT L D ER
SEE D1 SHEET FOR
TYPICAL ROOF
FRAMING DETAILS
0
z ce)
Z
0
v) 0
Z
Q) C-n
LU
U
0 LLj
I, E
0
0 COO
C r-
0
E
8
04
0 cl
M M
:9 ce)
0 � C14
.2 c�
'
:S LL 0D
.0
rL 0
< 0
0)
0
CL
< 0
Al
0 Do
N` -D-C
I
-�v* o, J;q
S U-1
0
0
. . 0.
N
Llk LL11..
0
F 1-
LL
"9
LU ........
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 �eal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
Z C*4
0 a) N
1-4 4-J C)
V) "S %D
0
>
a
zf0
Ln
<
0
z
CU Ln
< C LL
CL
'M
Icy- 61 M
CL OC)
E
z �i
z M
LU CD
W
6z
C,� 0
LLJ LL
-Z V)
uj. r, 2
<z
U i,- x 'LInj a 0
ro- zo >. z < 0
0 CL
z <z b x
4 < �
LzLj
z z
a Lq
�2-14 ul
0>-WU -OLO
. -Z.%ao
840 WO
0
Se t LLJ 04
oza
C:)
0.
LU ; z
uj,
C:)
V-1
Ln
117114
r-4
0
U1
z
LLI o <j
LLJ!�
z
Uj a 0
0
<
LL
<
U L�Lj ,
7,-2
ro- -0 Z W
-0
z
za.
U—
z C& uxj: g 2E
W ��Omo
(.D LL, z 0
v
Uj
F
U r-
LL,
>
—j
0
x
UR g 8
32 LLI 0 LL Z 0<
<
rq o�
0 Cy 2: LL z
z<
0
C)
T..q W
UJ LU
< CL
6
re)
< F-
u-
z
LU
>
0
z
z
1-4
—j
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: EPAND
VERSION NO.
1525
JOB NO: 17-1426
SHEET NO.
10
ALTERNATE POWERS
(D
<� QUM<< STEEL LINTEL
Z
0J
0 0 0
Z (D
8F8-1 B/1 T 8F8-OB/1 T
TYPE DESIGNATION F05REBARATTOP V Z
1-1/2"CLEAR
GROUT / U = UNFILLED 4 1
#5 REBAR AT TOP
MIN. (1) REQ'D
:0, F = FILLED WITH MIN. (1) RECI'D-
0 N
0 0 CLEAR
I I
8RF14-1B/1T 8RF14-0B/1T 8F16-1B/1T 81=16-013/1'T :0. R RECESSED 0
QTY. OF #5 A -
< L
1 V) 0
1/� 10 0 10 0J —REBAR @ BOTTOM
8F20-1B/1T 81=20-013/1'T OF LINTEL CAVITY
C.M.U.
Q)
�dx
r,ri2 LU
tit-16-" B/1 T 60 2 co M C)
Lu
—GROUT L`u W_
L cr Z� 'L
K. J11
tNOMINAL, QUANTITY OF —#5 REBAR AT a U) LU
0 0 #5 REBAR AT cr Lu;� 0 E
BOTTOM OF LU Lo > 0
WIDTH �0� - �5 REBAR AT BOTTOM
8RF6-0B/1T TOP LINTEL Z X Z L Cl)
0 <1 MIN. (1) REQ'D Ln
'-W —BOTTOM REINFORCING A
NOMINALJ
—PC — 04
HEIGHT PROVIDED IN LINTEL
7-5/8"ACTUAL _S 4) cl)
0) ce)
LU C mm
B"NOMINALWIDTH 16 GAUGE POWERS E T:S ccQ
(VARIES)
STEEL BOXED LINTEL
:0. —17
4) ci
>
MATERIA S POWERS STEEL BOXED LINTEL NOTES (ALT.)
0 0
0 to J4
.0 tc precast lintels 3500 psi. 0)
L 0
.0
8F20-1 B-2T ONLY IF NOTED ON LINTEL PLAN C.
Rc prestressed lintels = 6000 psi.
0 < 0 —0
§routed per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation.
Maximum 3/8" aggregate and 8"to 11"slump. 2. Contractor to provide proper protection of lintel to prevent rusting.
8F24-1B/1T 81=24-013/1'T 1�� Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications.
minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair.
..0 7.1
Prestressing strand per ASTM A416 grade bottom of all Powers Steel lintels. a D If,
:0, Sieber per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required top and
0 0 0 4
270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to
8F32 0B/1T 8F32 1B/1T 7/32 wire per ASTM A51 0. applying the cementibuos coating. See contractor specifications
Mortar per ASTM C270 type M or S.
C-4
0,
0
GENERAL INSTALLATION N TES
0
Provide full mortar head and bed joints.
:0, -vim 0) llf L,
8F40 0B/1T 2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
0 Cl) -
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate �:
8F44 113/1T vertical cell reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
Z
longer with a nominal height of 8" meet or exceed U1 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity. F k�
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
-in LINTEL PLAN NOTES: Z
8. Cast -place concrete maybe provided in composite lintel in lieu of concrete .0
U0 1WU co F E
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION
CIE] 0
10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04.
0,
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have — ONLY.
a coating of stucco applied in accordance with ASTM C-926 or other approved — To the best of the Engineer's knowledge, Information, and
coating. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE belief, the structural plans and specifications contained
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) — within these drawings comply with the Florida Building
loads shoud be checked for combine loading with the following equation: — ASSUMED TO BE 16" MINIMUM DEPTH. Code 5th Edition (2014) Residential. Engineer's signature
0 0 0 1 and seal is only for the structural engineering portions of
8F28 1B/1T Applied vertical load Applied horizontal load
8F28 0B/1T — the drawing pages bearing Engineer's signature and seal.
+ 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN
Safe vertical load Safe horizontal load <1 .0
8RF30 1 B/1 T THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH
THE ELEVATION DRAWINGS
0 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
8RF40 0B/1T THE PROPER LINTEL HEIGHT. 0
5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH Z IN
REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE 0 cu r-,
14 :t:j C:)
INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. U*) =) ko
4 > U-) M C:)
COORDINATE. in C)
Ln M In
in
Z Ln
POWER STEEL LINTEL IS AN ADEQUATE 2 a: Ln
ga-
SUBSTITUTION @ ALL LOCATIONS UNLESS a� U CL OC)
NOTED OTHERWISE AT OPENING LOCATION Z < 3i E
Z
8 Z
LLI C)
_J C)
8--00' W
LARGE CONCENTRATED T.O.M.
LOAD NEAR SUPPORT(TYP.)
40" BEY2ND POINT
LINTEL COURSE LOAD MINIMU
W/(1) #5 REBAR
41'
d
C�
LU LLJ RZ
LLJ Z
Lu Z CL
Z
_J C/)
5
U_ LLI LU U 1- 0
EE 1-- F- Z 0>_ Z 0
U I OPZZOCLX
LU Z Z >- < U X <
>
_J &I
Z Z Z
ZW
#3 STIRRUP
O'C' LU CM
@8 PRECAST 7T
C:) KOZO
LINTEL Z
PRECAST
'ST
LINTEL C)
Ln
(DMIN. r4
r*4
PRECAST LINTEL Ln
HIGH SHEAR CONDITION 6�
rh W-
44: ui;� I- R.
SCALE: 1/2" V-0" 5 Se W
U
r 2
<
0 0 0 55 W
60 "a Z 84Ui;i
M Z OW0280
TOP OF COL 10'-4" uJ P
(F & G ONLY) a) LU I..
> _J %...,00
00 � �! 18
Ll W 0 u- Z <
Q C<, 1�! 02:
M &�
0 cc 0
0 - 8,ZL
C) _J
_J J
0 V_ <t �x
W <
F- C) r0 LL
Z
LU Z Z
> 0
M IN. M I N. Z
SCALE: AS NOTED
LINTELPLAN PLOT DATE: 12/7/2012
TECH: ERAND
SCALE: Y4"=V-0" VERSION NO.
1525
JOB NO: 17-1426
SHEETNO.
L 1
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 31ST, 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 CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ_D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) 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 WITH 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 (1 524MM) 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) ABOVE 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 (0.836 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 R3084, 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 ± 2 INCHES (914 ± 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 Y2
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.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1.
ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1 -11, ASCE 6/TMS 602-11
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-07a, C90-06b & C91-05 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 (FRC), 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.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE
TRUSS PLATE INSTITUTE TRIII-02.
1.2.
DESIGN:
1.2.1.
ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-07a, C90-06b & 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
FLA. 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.
1ST 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
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7PSF
BOTTOM CHORD: 1OPSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSr
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 SYSTEM'S 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 SYSTEM'S 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 SQ. 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 ONA140 MPH 3 SECOND GUST, EXPOSURE 'C', IMPORTANCE FACTOR
"I" = 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF 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 U240 TIMES
THE SPAN 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 DIL + FLOOR LL + WL
TOTAL DL + WL
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 Ksi
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-I-P CONCRETE FORMED AGAINST EARTH:
3-
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2"
C-I-P CONCRETE NOT EXPOSED:
1 Y2.
GROUT FILLED MASONRY:
y4"
4.1.7.
WELDED WIRE FABRIC (WWF): ASTMA-185/A185M-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.
MODULES OF
CONCRETE TYPE
MIN. 28 DAY
ELASTICITY
DESIGN ft)
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.2.2.
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 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 WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
3112" 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 F'm = 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 ASTM 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 KSI
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 15132" EXP 1 OR 7/16- 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 EXIP 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 7/8' 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. FASTENERS 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 = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH 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 WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED`XBOLTS 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 A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", 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 ad. (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
substantiates the proposed method, is an approved termite protection system or method.
-OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 FRC R318.1 - "A permanent s n which identifies the termite treatment provider
and need for re -inspection anAreatment contract renewal shall 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. Irrigation/s
grinkler systems includin
E aall risers and
spray hea s shall not be installed wi hin V-0" of the building side wall.
4. FRC R318.7- To provide for inspection for termite infestation between
wall covering and final earth grade shall not be less than 6 inbhes.
Exception: Paint or decorative oementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FRC R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FRC 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 must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If ri�infpll occurs b6fore vapor retarder placement,
retreatment is required.
9. FRC R,318.1.5 ;� unete ovego=r ind mortar along the foundation perimeter
a c
must remov ore exte or soi treatment.
10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and inigation. Any soil disturbed
after the vertical baffier 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
b a licensed pest control company before a certificate of occupancy will be issued.
Tge certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment 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.
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)
WORSTCASE (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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND
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 Y8". 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.
0
(D!P
.z;
0
0
z �
rail
Lu
Z
un 0
Q) L-0
4-J LU
U
0 LU
E
0f
Ul)
0
0
u) ce)
0 0
0
ILLJ
E
8
0) CCOI,
0) Cl)
Cl)
04
CQ
000
(Li
11- CD
0 Je iZ_
< 0
CD
CL
Lo 0
6
A
I
N-C-B-D-C
Le
0
?,0
C-4 IMAW,
Lo
o)
0
o
LL 0-
LL.
V�f
CL
0
U 0
Z5 F k-
z
LL
LU .�,WE ss�(
Hill I I III%%
.
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 sea[ is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
C)
0
Z 17-4
0 (V N
1-.4 4_j C:)
V)
z to
C:)
> U0 M C:)
r"i P.,
U-) (0 Lr)
V) 0 N
(1) - Ln
C)- U_ e--N
z
r.1
U CL OC)
z3i E
Lu C:)
W
_j 0
110
0
Wce
Lu LL 0
LUZ V)
LLJ <z 1z 2
a 0
C�X:,LXL1
) 0z >_ Z < 0
Z >_ Z 0 0. W
<ux:<
Z LzL, 9 z
z
Ozo �uj
_j
ULU
8
UJ
C:)
C) Z @
uj Z
Ix L5
Ln
C*_4
C'*4
Ln
_j
LLI o;�
LLJ W< �- 3.
W Ln Ne W
<zya
uj a 0 0 W
0
<
-P t;" 2
0
fu
Z
Z
0� Lz,
Z?yvz!i;i
LU LL, 0 80
0<(<D-ZUr-
LU
6
>
_j
>L 0
V)
0 u- Z
UWj U, <
<
8 L2 a
Z
0
C)
V_
_j W LU Lu
< & he
c)
rf)
<
z
LU
>
0
z
z
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
15m25
JOB NO: 17-1426
SHEET NO.
S N
� I - - I I . , . - A a - 1, 1 . i 1_ - - I . � --i . ____ I— �__ _ — . : - A__IW0II
�".Ji 11 11 �, - i .� _. - � 11. . - 1! t - I
CORNER OF
HOME
GARAGE SIDE
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE
N
. . . . . . . . . . . . . . . . . . . . . . . . . ... . .
+ + z . . . . . . . . . . . . . .
* 4f . . . . . . + +
. . . . . . . . . . . .. . . . . . . . . . . . . . . +
+ + +
* 4 + + +
"
_01� (TYP.)
0"
6-0" 6'-0"
4- + +
+ +
+ + +
4 . . . .
+ + + +
+
+ +
+ 4 + + + +
U-1 + +
X++
15/32" CDX
J + +
+ + +
. . . .
PLYWOOD OR
+ + +
7/16" OSB
+ 4' + + + + + + + + . . . . . . . + + + + + +
+ + + + . . . . . . . . . . . . 4- +
/++ 4,
+ 4 + + + . . . . . . . . . . . .
+
x
+ + I., + + + + + + +
4- 4- -� y 4
"—RIDGE LINE
140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
8d RING SHANK NAILS @ 6- O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES &
4" D.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6- O.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
NOTE: I"FOR8dRING ANK NAILS 0.113x2x3/8" RING SHANK COIL GUN NAILS MAYBE USED
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
BCI"Joist
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 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
—
1-1 /8" 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
Double 2 x — lumber
DOUBLE JOIST CONS
(Not required if both loa
Filler
1/8" gap
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span.
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4) Place joists together and nail from each side with 2 rows of 1 Od nails
2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6".
DOUBLE JOIST CONNECTION
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 pff max along load bearing wall.
Load bearing wall must stack
over squash=20 blocks and
"Non -stacking walls wall or beam below."
require additional
0,
consideration. Check
local building
code for appropriate
101-011 details in One 10d box
TAN K-LESS W/H 0. areas=20 of high or--20 sinker
lateral load. nail each side
M at bearing.
51-01'
-OUT FOR -1
STUB
GAS METER 0
9
H C G
000
I -oil
CD _1 LO
8
i-
0
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.
T-5"
(2) 16d TOENAILS
2" X 6- @ 16- O.C.
10'-81'
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13t-9"
(3) 16d TOENAILS
2- X 10" @ 16" O.C.
16'-5"
(1) USP HTW20 OR (3) 16d TOENAILS
2- X 12" @ 16" O.C.
19-4-
(1) USP HTW20 OR (4) 16d TOENAILS
2" X 4" @ 2411 O.C.
6-A
(2) 16d TOENAILS
2" X 6" @ 24- O.C.
8'-6"
(2) 16d TOENAILS
2- X 8" @ 24" O.C.
11 f-011
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
131-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
164"
(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
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glularn Beam
Boise Joist Blocking
I I-QP. 1" (1 Od) nnilq:;t R" n r
Q�� Provide adequate bearing
for each lapped joist.
1 Od nails
SECTION @ INT. BRIG. WALL
N.T.S.
�_Z MINIMUM SPACING = 2x GREATEST
CKOUTS) OWED D DIMENSION OF LARGEST HOLE
IN BEARING ZONES see e below) NOCKOUT EXEMPTS)
(see tabl D
(see table below)
)t
DO NOT cut, notch :;K
or drill flanges
FILL CELL:� STD. 900 HOOK BOND BEAM
F
CD
HOOK
CONT. #5 BAR
CONT. #5
STD. 90-
BAR F
#5 CONT.
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 BLOCKING/TJI
---MASONRY
WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
Solid block all posts from
# OF 2nd FLOOR
above to bearing below.
STUDS
SECTION W INT. BRIG. WALL
N.T.S.
1/8" min.
2" max
Small gap 2" min.
"
.
max.
Clinch nails
when
possible i
Tight fit
2x4/Plywood/OSB web stiffener 2" min.
required when indicated or 4" max.
eb ti ener astener Schedule
Joist Bearing ocation
Series Depth I End Intermediate
BCI 5 000S(1,
9-1/2"
11-7/8"
2-8d
2-8d
2-8d
3-8d
14'�__
2---8d
__-6-8-d-
BCl 6000s6_1_1_-_7/8'
BC16500so
9-1/2"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
i 5-8d
-
16"
2-8d
6-8d
BCI 60sP
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
I 90sQ9
---
11-7/8"
3-16d
3-16d
14"
5-16d
I 5-16d
16"
6-16d
6-16d
- Hangers with side nailing.
- Hangers with sides not containing
top flange of joist. WEB STIFFENER
- Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
higher than 15001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1 900 plf max. along bearing wall
Required on interior walls: - for vertical load transfer
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.*
Use 1 Odx3" nails at 6"o.c. for all joist
blocking panel "Non -stacking walls
require additional consideration.
171ME MINWI!..-�.�Mt.�!",-�l-...-...��m�I I
In
BE CUT ANYWHERE IN
THE WEB. PROVIDE AT
rl 6'*' A %" ROUND HOLE MAY 6'7]��
CANTILEVER
LEAST 3" OF CLEARANCE
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN lY2'
LARGER THAN
DO NOT CUT HOLES
ROUND IN
CANTILEVERS.
8
V-0"
llm-l"
lI-2*
V-2"
1!-3"
V-3-
V-7-
1'-11-
2-4-
2!-9"
3'-2"
31-7"-
Any 16" joist 12
V-0"
1!-l"
1!-2"
V-2'
V-3"
l'-9"
2-4"
2!-11"
3-7"
4!-2"
4'-9-
5-4-
Span (ft) `16
11-0"
V-0"
1!-l"
li-l"
l-2"
V-2"
V-7-
2'-5"
3!-2"
3!-10"
4!-9"
51-7"
64"
7!-2"
1!-2" V-2" 74)" 3'-0"
4'-0" 4'-l(r 5!-11" 61-111" 7!-11"
6-111"
_______20
124
V-0"
'I'A"77-T-F
W-11"
41-9-
5-40",
71-2- ,
8-4- ,
9'-6- ,
1 0!-g'
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.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
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
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 %" 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.
When joists meet over wall, provide
13/4" minimum bearing for each.
Plumbing
Joist
I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
��Install tight to top flange.
Joist hanger
Nail with
Filler block.
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap_�_Z.-
I / /
Backer
Block'�L_z
"Top Mount' "Face Mount"
Backer block shall be tight 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" gap at bottom of top
flange. flange.
/!ne iffner as
Web stiffeners are not required when top ir! if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
0 6 X Joist
D de*pth
I -JOISTS BUCKETS
N.T.S.
USP
MU
5/8 Ho
THRU
BOLT
UC
Mt
R TRUSS
*OP PLATE
I.0
TYPICAL USP MUGT15 TO
BUILT-UP COLUMN DETAIL
TYPICAL HUS INSTALLATION
MIN. EMBEDMENT
SCHEDULEFOR
:_ AND QUANTITY
)F FASTENERS
TYPICAL HTA 20-18 HTA 20
INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
SLEEVE THRU STEM
SEE PLAN FOR--'
FOUNDATION INFO 4'
STEM FOUNDATION
GRADE
REINF. S
EE PLAN
4
A*.
IF
I I -
(2) #5 REBAR
4C CHASE 4- PV�C_
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
HTA 20-18 HTA 20
INSTALLATION @ MID SPAN
LOCATION OF
SECOND RT16
NOTE:
UPLIFT VALUE
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'-0"
CENETERED @ PIPE
PENETRATION
wslvii, M�
AlIffiliffill
12" BELOW
GRADE
PLUMBING LINE
PVC OR SCH40 SLEEVE
0. -
4. 4
F
SEE FND. PLN.
SIZE & REINF.
PIPE VERTICAL THRU FND.
- PVC OR SCH40 SLEEVE
TOP (2) #5's x 4' 0"
PLUMBING LINE
PENETRATION—\
CENETERED @ PI�E
- - - - - - - - - - - - - - - - - - - - - - - - - -
0 19 0
A
;2�
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 41-0" PVC OR SCH40 SLEEVE
CENETERED @ PIPE
PENETRATION PLUMBING LINE
A
TO . : A,.
A A A-0
4
A
A
4.
A
SEE FND. PLN.
SIZE & REINF.
0
z
z
U)
C:
V) 0
Q)
4--J LU
(u
U
UU
0
E
V)
0
ch
0 C')
.20
Co r
ccnl
LU
E
8
0
Im Cn
r_ M co
0
as
0
—0
.
$
C)
6 U_ 00
, _oD
5.1,0 i::-
= I
_�e
< 0
(n CL CD
0 4r
Ci
8D.
11, C, 1, D, C
11,
'Al
�,�Ig
z
cj
_J
SA ,
'W 4W rX
t _5
Cl)
�7-N I
Vu�!
V-6-
� )X '3- eW
.6
Z 01;
C4
z # F
un
W
WC14. ***
N I'YOFE
C, 144)
*
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.
CD
C:)
z N
0 CU N
P1 4-J C:)
Ul C�
CD
z
M Lr)
-a
-C: V-
0 N
z
a) — Ln
C U_
>� fa
C� U
CL 00
< E
z 3i
z fa
C:)
WUJ
_J C:)
0
53 u-
Z
< a.
u, z
U 2: tun, 0 0
or- 0z >_ z < 0
0 CL
z W
Z >- < U <
!E z z
LU
z
i2 �a, 0,: _W,
8 LO
3:
840 W8
= �uj C14
Z@
z
W
ce UJI
CD
Ln
r-J
nj
Ln
i�
LLJO;�
W <W �- 3:
Ce Ln he
13�
0---s
< z Q
ui a 00
0
_0
z
<
Uu 2
P'm
op 0 UZ,
z
a.
C=y,
UJ LU a z 0
Q
< < U
>
_J
%,-,00
<
>0 LL Z
20:
r�'-4
cy u_
X2 z
0
C:)
_J LU LU
J
< 0-
c)
cy)
u_
z
LU
>
0
Z
z
14
_J
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1525
JOB NO: 17-1426
SHEET NO.
SN 1
4L
UA
tu"I
at
40
V (1) ROW 2x BLOCKING @ MID
2x#2SPFSTUDS HGT, FOR WALL HGT. �5 1'-1", 2,
@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS
16d TOENAILS T & B FOR WALL HGT. > 8'-6".
1/2" GYP ' WB (MIN.) @ GARAGE SIDE IF ;2�
APPLICABLE.
2x P.T. PLATE 1/4" DIA - X 3 1/4" TAPCONS @ 24" O/C &
(1) LAYER TYPE 11 (#30) @ 6" MAX FROM END OF 2 x PLATE E
UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" 6x6W1 4xW1.4
PITCH >412 CHAIRS (TYP.) WWF OR FIBERMESH
(2) LAYERS TYPE I OR TYPE 11 1P _. t .
(#15 OR #30) UNDERLAYMENT A
A
FOR ROOF PITCH 4:12 OR b
LESS. a:H
FOR UNDERLAYMENT 7ff A
1EQUIREMENTS SEE R905. PRE ENGINEERED WOOD
12 TRUSS @ 24" O.C. U.N.O.
HURRICANE ANCHOR @ EACH FTW
"T,
TRUSS (SEE UPLIFT SCHED.) W/ M
TYP') VARIES 8' _kv
2TY P 7.) METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER TYPICAL INTERIOR BEARING
INSULArION LE SHINGLE ROOF
7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G
NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � �3
SN1 ELEV. VARIES FOR ADDITIONAL SLAB
5/8" OR 1 1/2" HIGH ��ALUMINUM DRIP INFORMATION.
STRENGTH CEILING �\ EDGE
TRUSS BOTTOM CHORD OR 2x4 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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6".
--- -INSULATION PER CHART ON FLOOR PLAN
5/8"' x 10" "J" BOLT @ 24" O.0 W/ 5/8" x 10" "J" BOLT @ 24" O.C. W/ or or I Zz UVIISINMI 1 V11
2"0016" PLATE WASHER (TYP.) 2"016" PLATE WASHER (TYP.)
(ALT: 1/2"xl 2" TITEN HD @ 24"
(ALT: 1/2"xl 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE x P.T. BOTTOM PLATE
ELEV. 0'-0" OIL O.C. OR 5/8"xl O'WEDGE ANCHOR O.C. OR 5/8"xl O'WEDGE ANCHOR FV'
I
A. F. F. @ 24" O.C.) 211 x x @ 24" O.C.) 211 1.4
0 3 1/2" MIN. WWF OR FIBERMESH I WWF OR FIBERMESH
z IV, 3 1/2" M IN.
1/2" L �j
4 4 ELEV. 4-3
4 2x4 CONT A. F. F. X
4, U_
V7
4 4 1 11/2"(min.)-4"
A � 2� 1/2"(min.)
04 00 A
4 "(min.),- 4: 117 11
31/2 L
I =1 fr-
4 1 W1,
GARAGE DEPTH VARIES I , L� k
A 4 _r 3
(2) # 5 r, r, 2T
CONT. 411 8"
U.N.O. MIN.
GARAGE SLAB AT STEP B� TYPICAL BEARING WALL 0 STEP (�b SHEARWALL
SCALE: 3/4"=V-0" S3 ) "SHEAR WALL" SCALE: 3/4"=V-0"
5/8"OR 1/2" HIGH STRENGTH \--:rRUSS BOTTOM CHORD OR 2X4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH
(U.N.O.) (OR V GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR V GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM
ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE)
TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE
8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE
3/8" MORTAR BETWEEN COURSES USP SPT24
CONNECTOR 2"x 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 REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-13".
SHEATHING W/ 8d COMMON NAILS @
NSULATION PER CHART ON FLOOR PLAN
3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
Ql AP RE P1 ()rlv 00 007'3') t1nKIKIC11TnD
BOARD PER CODE k0m Dio ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
GYP. TYPE "X" @ GARAGE �2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C
W/A HABITABLE ROOM 12" N.O. / BOUNDARIES, 6" O/C EDGES, AND 12" OIC FIELD.
ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. S S 16" O.C. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
SCREWS @ 7" O.C. \:\-SSHEET LOADBEARINGOR -cc =: ==� 11_`�_ 2x STUD 1) 17% fIVIKII,
W \Srvl(
.110)
00
(2) #5 CONT oil-
4" 4'
U.N.O. MIN.
TYPICAL BEARING WALL @ STEP rCC
SCALE: 3/4"=V-0" � S3
(1) ROW 2x BLOCKING @ MID HGT.
CEILING & 8" O.C. WALLS
"x8"X16"
EXTERIOR WALL
81, C. M. U.
k I \./VVQ %JF t.X DLV �L_v
THIRD POINTS
2x STUDS @ 16" O/C
P__
NOTE:
'
FOR WAL L HGT. !� V-13". (2)
INSULATION PER
KNOCK -OUT
//__1"xPT
STUD
ULATION PER CHART ON FLOOR PLAN
SEE SECTION C/S3 FOR
/
x r
BLOCK W/ 1#5 CONT.
FOR WALL HGT. > 8'-6".
CHART ON FLOOR
FILLED SOLID W/GROUT
#5 V ERT IN FILLED CELL
/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
ADDITIONAL INFORMATION
PLAN
SEE CC/S3 OR
C14
LAYERS W/ TOTAL THICKNESS 7/8" OVER
1/2" GYP. WB (MIN.) @ GARAGE
1x2 P.T. HORIZONTAL
G/S3 FOR ANCHOR
"J"
5/8" x 10" "J" BOLT @ 24" O/C W/ 2X 3/16"
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
USP SPT22 CONNECTOR
SIDE IF APPLICABLE.
NAILER
8" C.M.U. TYPICAL
BOLTINFO.
5/8"x6" BOLTS BOLT
PLATE WASHER TYPICAL
3RD LAYER 1/8" THICK.
@ K.O. BLOCK
-5/8- EXPANSION BOLT @24 " O.C.
STD. 90-HOOK (SEE DETAIL)
(IF NO UP LIFT ON
@ 24" O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
SP SPT22 @ EA. STUD
2x P.T. PLATE
W/ 7" EMBEDMENT (MIN. SHEAR
TYPE 'IS" MORTAR
WALL SEE GG/S3)
(6) 1/4"x3 1/4" TAPCONS
MIN. 2500 PSI CONCRETE SLAB W/
X P.T. PLATE
x
SPACE ANCHOR
3500#, MIN. TENSION 2600#)
*USP SPT22 TYP.
SPACED EVENLY
6 x 6 W1.4 x W1.4 WWF OR
FIBERMESH
20- MIN. LAP [24�' MIN. LAP)
#5 REINFORCING
x
x _j
BOLTS 6" MAX FROM
E
6 x 6 W1.4 x W1.4 C-14
c14
2x P.T. PLATE
I
EEP SCREED INSTALLED
BAR
x
END OF 2" x PLATE
WWF OR FIBERMESH
ASSUMED FINISHED
ci I
E
PER MANUF.
N�'#3 OR #4 REINFORCING BAR
W
I V?
_�t
1x2 PT WD FURRING @ 24" O.C.-/
_____�--ARCHITECTURAL
FINISH
GRADE
2�
#3 & #4 LAP SPLICE
GRADE 40 MIN. Fy- 40ksl]
x
x
4
TA ''..
�
(1) #5 VERT. IN FILL
MONO OR STEMWALL
-
FINISH GRADE 50
2
25" MIN. LAP [30- MIN. LAP]
[GRADE 60 MIN. Fy= 60ksil
x U)
1>
1/2" GYPSUM WALLBOARD
CELLS(SEE
FOOTING MONO SHOWN
I>
t,
2
x
>< Uj
U.N.O.
FOUNDATION PLAN
FOR CLARITY
00
6 MIL VAPOR BARRIEI�'
;0
7
R 17/8"
X
U)
FOR LOCATIONS)
#5 REINFORCING BAR
x
X_
1x4 P.T. BASE NAILER
-11 1E1 I F=l I 1=1 I IE 2�
_=1
�2
#5 LAP SPLICE
X
(2) #5 CONT.
4"x4" INSPECTION
NOTE: I>
I I I ��]d I 5�d I EEd I M
11E111EE111a11=111=
I
16.
ON 3" CHAIRS
36- MIN. LAP
3 1/4" BASEBOARD
PORT AT EACH
*FOR BEARING WALL
�N
COMP. SOIL. (COMPACTED To
A
[36" MIN. LAP]
IXXX/X
(TYP-)
8"
1 1-4"
8"
FILLED CELL TYPICAL
W/ UPLIFT ONLY
95% MODIFIED PROCTOR ASTM
0
101.
MIN. 2500 PSI CONC. SLAB
MIN PSI MAY VARY PER
AT GARAGE CONTRACTOR
D1557)
4"
1-4-
#6 REINFORCING BAR
#5 STD. 90 HOOK
MUNICIPALITY.
TO CUT BLOCK OR POUR
. . . . . .
#6 LAP SPLICE
TYPICAL INTERIOR
BEARING
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
CL,--NOTE:EXTEND
FRAME WALL TO C.M.U. WALL CONNECTION
rD
TYPICAL EXTERIOR FRAME WALL FOOTING rE
REBAR DETAILS
rF****�
WALL W/ UPLIFT
W1.4XW1.4 WWF OR
"FIBERMESH"
DECO FINISH 4" to 6"
BELOW GRADE
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �,S3.,)
SEE TYP. WALL SECTION FOR ADDITIONAL
SCALE: 3/4"=V-0"
��S3
SCALE: N.T.S.
SCALE: 3/4"=V-0"
\�S3�
a
SLAB INFORMATION.
SLAB INFORMATION.
00
6 x 6 W1.4 x W1.4
60
3 1/2" WWF OR FIBERMESH
6 MIL VAPOR
-
min.) 4"--,
BARRIER
t> q
C%4
I .
.4 . A. A
GRADE
COMP. SOIL.
00
F=I
(COMPACTED TO 95%
��L
(1) #5 REBAR w/ OPT.
MODIFIED PROCTOR
ASTM D1557)
M.M
S EEN. NCLOSURE
- 1
3"
MIN. CLR.
..
(2) #5 REBAR CONT._/
115
ON 3" CHAIRS TYP.
4"
V-4"
STD. 90 NOOK (SEE
M I N.
U.N.O.
DETAIL)
TYPICAL WALL SECTION
rA
TYPICAL THICKENED SLAB EDGE
rL
SCALE: 3/4" = V-0"
1. "!3�
SCALE: 3 7471-7, 1\13�
OPT: DEPRESS SLAB 5 Y2" DEEP
AND 6" BEYOND DOOR TO
RECEIVE PAVERS DRIVEWAY BLOCK WALL BEYOND
CONCRETE SLAB
1411 0 H.D. RECESS
PAVERS "T 2�
-J'
4"
SEE AIS3 OR J/S6
FOR REINF. INFO. MIN. CLEARANCE
1 .4" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1 8" (2 STORN')
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
ADDITIONAL INFORMATION.
EXPANSION JOINT I BLOCK WALL BEYOND
13"
O.H.D. RECESS
44�'. Cl)
C14
C1)
4.
OP
lit
SEE A/S3 OR J/S6
FOR REINF. INFO. -11, MIT, 3" MIN. CLEARANCE
1'4" (1 STORY)
V-8" (2 STqRY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3
ADDITIONAL INFORMATION.
P.T. 2x 1/2" GYP. BD.
HOLD GYP. BD.
1/2" FROM SLAB
0101, CONT. BEAD SEALA&
4 INTERIOR
4 4 -3 1/2" j,
CONCRETE NAILS W 1 112
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB---,
00
E
r- N=1 I 1=1 I F-1 17t:��
04 - I 1=1 I 1=1- I
Cl) 6 MIL VAPOR =1 117717
BARRIER
2X STUDS @ 24" O.C. U.N.O.
GARAGE
1/2" GYPSUM WALLBOARD U.N.O.
W/ DRYWALL SCREWS @ 8"O.C.
-INSULATION PER CHART
ON FLOOR PLAN
,,-CONT. BEAD SEALANT _71
6 x 6 W1.4 x W1.4
C', WWF OR FIBERMESH
�1 � 4 . I I/ 'I -,I
14" 14"
INTERIOR WALL SLAB STEP NON-BRG. ��K
SCALE: 3/4"=V-0"
1 1/2" RECESS FOR VARIES x 6 W1.4 x W1.4
FRAME -DOWN FALSE BEAM w/ (3 SEE PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH �Q
SEE ROOF PLAN
10d NAILS TO TRUSS TOP CHORD - - _r I I M
AT 24" O.C. MAX. FOR TRUSS
SEE PLAN FOR CONNECTION INFO
& LAYOUT DESIGN
SEE ROOF PLAN o?
CnQ 0-1-01irl-rHMAI -
BEAM SIZE &
--2x4P.T. CONNECTION INFO
PLATE
2x4 #2 SYP P.T. FRAMING w/
MIN 7/16" O.S.B. SHEATHING
COLUMN LOCATIQN z ATTACHED PER NAILING
0
LU SCHEDULE
§ _j
0'-0" FIN.
SEE FLOOR PLAN FOR
STRUCTURAL COLUMN SIZE
& BASE CONNECTION INFO.
SECURE 2x4 P.T. BTM. PLATE
w/ 1/4"x3" TAPCONS AT 8"
O.C.
11:11 8111:1429W.11 !
SQUARE CMU BLOCK BASE,
SIZE VARIES PER PLAN
w/ MIN. (2)#5VERTICALS
FILLED SOLID
BRICK PAVERS or SLAB PER
COMMUNITY SPECS
- ---------
:11 Dime] oil
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS (@ S.G.D. M
SCALE: 3/4"=1'-0" \, S 3
MASONRY WALL AND
PAD FOOTING
8" MASONRY WALL
EXTEND FILL CELLS
TO FOUNDATION PAD
CONT. FOOTING STEEL-\ MAT REINFORCING. Q
--GRADE A I/
U-1 4
Z Uj
r= �- I Fd I 1��d
CL LU 0 0
0 W (n LU z
00
U_ I =1 r=11 '1 4
<
FOOTIN Uj
IG
IHI I Emilr=,'
PAD REINFORCEMENT j M... BEYOND
3' IN. CLEARANCE
(SEE SCHEDULE) FOOTING WID�TH
LE]SEE SCHEDULE
PATIO COLUMN FTG. DETAIL � �N
SCALE: N.T.S. 'N,��3_
Lou
z co
z
U)
0
Z
Ln (D
Q) C -/:)
4--J ,
C)
U
0 01-
V)
E
0
0)
to Cl)
L/)
.20
LU
04
a) Cl)
0) Cl)
c: M Cl)
v
0 -
-T-
U
.2 CD
LL OD
-00
0 cc
< 10
A
_a
D.
N*C,B,D,C
9A z
CV
00
;_j __j
W 4W C�
Lk 0
" q�"
Me- Lu
MI
42 5
W
z F
LL W M
, r_ L
F E,:
Mn
A I mf
ca
P1
To t e est o the Enginee s knowle ge, in rmation, 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 sea] is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
C)
Z r-4
0 a) N
14
> V) M
U-) f0 Lr)
(n
L
CL
z
O� U fu
Q_ 00
< %0
z § E
z
LU CD
W
- C:)
0
a,
LU EL OZ
UJ Z i.- a:
M z Z W
U 6 � Eux 0
Bz >. z < 0
0 CL
z z< U � W<
Uz, Zz
-LU
S 8-.
0*1
CD
zz 0
LU
Ln
r*4
(%4
Ln
u, 0
uj
LU '0�1 ZO 21
0
<
U ILLJ (7 ad 0
ro- 0
Z
RE
z cme F;
Lu on= 0
z
LL,
u <z
>
LU
>L_
V)
uj 0 LL Z
x 0
ax
RV)9 z
z<
0
C)
_j
_j uj uj
<
F-
<
LL
z
LU
>
z
z
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FLORES
VERSION NO.
1525
JOB NO: 17-1426
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
--2xDEADWOOD@MID
POINT w/ (3) 12d
TONEAILS SPACED
DOUBLE2xTOP
EVENLY
PLATE
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
VARIES-\- O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S. 1\14�
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/
h
STUDS @ 16" O.C. W/
USP SPT24 @ EA. STUD (3) 10d TOENAILS T&B
AS REQ'D
2x BLOCKING @ MID
+
POINT EVERY OTHER
L�
STUD W/ (3) 1 Od NAIL
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"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONIC. FILLED CELL W/
90A
STD. HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERAL NOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
\--ROOF TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
DIMENSIONS
Z' SEE PLAN FOR FOOTING
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
1/2" MINIMUM CEMENT FINISH
STANDARD 3" DIA. TEE
THREADED 3" DIA. EXTENSION
SCREW OFF CAP (3" DIA.)
FOR CLEAN -OUT
MIN. EXTENSION FROM
EXTERIOR FACE OF BLOCK
WALL IS 1 1/2" 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 —
BLOCK W/ (1 )#5 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT 7
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
.1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
DRAIN
i 0!!!E!
0 11 64
90
11
rMIN
0
ME
He
HIN
III
I 11
IL
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" PLYWO BLOCK WALL ABOVE.
SCRAP MATERIAL -
MOUNTING BASE SHOWN
IN POSITION
-2x6 MOUNTING BASE
G
S4
�
Uj
>
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
/--8x8xl6 C.M.U. GARAGE DOOR
GARAGE DOOR ROLLER
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.
RETE BASE FOR IBOTTOM OF MO
POURED CONC TO BE 2" ABOVE FINISHED
UNTING B)
BLOCK WALL. RECESSED SPACE
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
7 5/81, 8" 7 5/8" 8" 7 5/81, 8"
INTERIOR
WALL
CL
EXTERIOR
WALL
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING -Ct
1 ST COARSE 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 REAR WALL AS SHOWN.
MASONRYLAYOUT rD
� �4
SCALE: N.T.S.
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
FRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
B'LOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD.
0 EACH END < WALL
4
- 4 11
LU < < 4 DOOR STOP
4 MOLDING
2E
2x TOP PLATE GARAGE
Kzl�� �j -
DOOR
2-16d NAILS @ 24- O.C. OR
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. PLATE EQUAL @ 12" O.C.
FP
SEE A/S3 FOR STAGGERED FROM BOT.
REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL INTERIOR NOW
�j
BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK r K
SCALE: N.T.S. SCALE: N.T.S.
�, �4 1\ �4
10
ty�ItIA419vvlv
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 OPENINGS
OPENING
21 x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
11-4-
(1)
(2)
(1)
(2)
(1) LISP LSTA30
4'-9-
(2)
(3)
(2)
(2)
(1) LISP LSTA30
9'-16
(3)
(4)
(2)
(4)
(2) USP
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
2-ROWS 12d NAILS STAGGERED
@ 12- O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
( 1 1 (2) 2x HEADER SEE PLAN
\—INTERIOR HEADER
(1) 2x SILL PLATE W/ (2)
BOX HEADER
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
EACH SIDE
�'�2x STUDS TYP.
USP HTT1 6 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. Q�4
USP SPT4 SPT24
2X STUDS @ 24" O.C.
F
A'
8
V x "J" BOLT
@ 24' O.C. MAX.
11
MIN. (2) PER
BOTTOM PLATE
S
SECTION /-2X P.T.
PLATE
USP SPT4
SEE TYPICAL WALL SECTION
12
PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
(TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE)
Z7 7P)
DOUBLE 2"x4"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" TH IC K.
/--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
z
FMAIN
SPAN
MOISTURE BARRIER
ROOF TRUSS
UPLIFT CONNECTOR
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONIC. FILLED CELL
W/ STD. 900 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 10d @ 3- O.C. (14
NAILS TOTAL) EA. SIDE OF
2 R
NA
.9, SPI
4f
I&* SPLICE STAGGERED
10d @ 8- O/C
ATTACH ALL
EXTERIOR STUDS
W/ �816d TOENAILS
TO P PLATE
NOTE:
PLATE LENGTHS MUST BE BOTTOM SPLIC
OVERSTUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S.
S4
F= 2240 LBS
USP
USP SPT4-] SPT241 SP SPT4
4;710VERLAPPING
2X TOP PLATE
TRANSOM FRAMING )N
SEE SECTION AA/Sl
AND BB/Sl FOR
ADDITIONAL DETAILS
RECESS
//--LINTEL
C
USP
USP SPT4�
SPT241
\-NAILED INTO
TRANSOM
FRAMING
I
TRANSOM FRAMING
e
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
USP_
SPT22
-USP
SPT4
INTO
TRANSOM
FRAMING
SP SPT22
SPT4 [UUSP SPT4
1 Od NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
-2X P.T. PLATE
1
2X8 P.T. BOTTOM PrTE
�-5/8"X`10" "J" BOLT @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
C
SP SPT4
"
ROOF TRUSSABOVE
2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
11 K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X10"J-BOLTS
@ Z-O" O.C.
-MASONRY WALL
d
@
STAGGERED A 10d NAILS @ 6' O.C.
STAGGERED
TRANSOM FRAMING
0
BEYOND.
L PLYWOOD
SHEATHING
-_ PLYWOOD FASTENED TO TRUSSES 0 rE
WITH 8d COMMON WIRE NAILS @ 4"
O/C BOUNDARIES 6" O/C EDGES
& 8" O/C FIELD
SPT4
2X8 P.T. BOTTOM
PLAT E
5/8"x10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
—PLYWOOD
SHEATHING
MASONR
WALL BELOW .518'-X 10' J-BOLTS @ 24" O.C.
0 MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY rR
SCALE: N.T.S.
(D LO
ID
z
z
<
1
z
V) 0
4-J Lu
0
0 LU
E
-a)- Of
V) z:)
0
U)
to co
C14
C)
E
0 Cl)
r_ M CO)
-0 M
020
U- OD
-co
0
CO a 0
0
CM
W) 0
I CL
< 6
A
a D
N-C B-D-C
CS d W
-6
z 0)
6
W 4W
C�
ip UJI
CL
z
m2x�
C.1 0 C5
4 ki-t F k
-0
U1
0 OFES
gift"
0111111
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
z N
0 (v N
14 4-0 C:)
tD
a
M C)
N
fa Ln
:2
8
Q) - Ln
< L_ LL.
z
113� U OC)
z E
c)
WLIJ
_j C:)
mi
x
0
LU U_
z
um, z
(!i
Ui
X Ln a 0
or z >_ z < 0
z >. � 8 Of W
1 z Uz, ;5 1
Z
wo � .01: W,
U=P
0. 3 LO
"23, 0
W 0
uj C'A
OZ@
LU z
r%%
Ln
C�4
r4
Lr)
_j
0
<
V) �e
W '24 zo 8 2
0
<
U -82
p � ; 00,
0
z
z
z r,
cy" �!�:) z
9 Z,
qj
LU
'u,
8
U, '4
>
_j
g, 8
0 u- z
U.1 <
Wr zo 8
D =) W 0
Rox - z
0
C)
z
LU U,
CD
<
z
Uj
>
8
z
:5
z
14
_j
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1525
JOB NO: 17-1426
SHEET NO.
S4
I I
;f.
SEE STRUCTURAL NOTES AND
TOENAIL W/ (2) 16d NAILS
NAILING SCHEDULE FOR
SEE STRUCTURAL NOTES AND W/ (2) 16d NAILS
SHEATHING DETAIL
2"X4" OUTLOOKER
@ 24" O.C.
7
7CKNAIL
NAILING SCHEDULE FOR USP RT1 6 OR EQUAL @
TOPCHORD — —
SHEATHING DETAIL EA. OUTLOOKER 7
21*x4l'
BLOCKING FOR�jl.,�_
0
N
LOOKER
FIRST FOUR
7
x —
nr/
@ 24" O.C.
ROWSOF
45'
24" MAX.
TOP CORD BLOCKING —
41*±
45*±
2X4 CONT"L" BRACE
TRUSSES @
71
USP RT1 6 OR
FOR FIRST FOUR
FASTENED W/ (2) 1 Od
EDGES OF 2x4 CRO§S BRACE
EQUAL @ EA.
ROWS OF TRUSSES @
3"@ 24- O/C. CMID
SHEATHING APPROX. 8" FROM
OUTLOOKER
EDGES OF
HEIGHT
TYPICAL@ RIDGEFASTENEDAT
1" BRACE TO EXTEND
SHEATHING TYP.
X4 K KERN
2X4 KICKER
2x8 SYP#2 1" BRACE TO
48" O.C. EACH JOINT W/ (3) 1 Od
AT LEAST 90% OF WEB
@ _O�F
@ 8'-0" O/C.
8 O/C
EXTEND @ LEAST 90% OF
MAX. & (2)1 Od TOE NAILS @
/r
LENGTH (SEE TABLE)
2x4CROSSBRACE
WEB LENGTH & NOTCH @
EA. END @ 48- O.C.
APPROX. 8" FROM
BOTTOM CHORD (SEE
2x6 P.T.
ABLE TRUSS
RIDGE FASTENED AT
TABLE)
SILL
1/2" CDX PLYWOOD OR
EACHJOINTW/(2) 10d
USP RT3A WITH 8-8d
7/16" OSB SHEATHING
& (2)1 Od TOE NAILS @
FROM LEDGER TP
ATTACHED W/ 10d
EA. END
BLOCKING
NAILS @ 6" O.C. EDGES
WSUM WALL BOARD
GABLE TRUSS
AND 12" O.C. FIELD
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR
10dX3" @ 3" O/C
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
7
7/16"OSB SHEATHING
CE3
I W-1i
UN
THROUGH CHORD
CORD ATTACHED W/ (2) 16-d TOENAILS
ATTACHED W/ 1 Od NAILS
INTO 2"4" P.T. PLATE
2"x4" LEDGER (MATCH BOTTOM CHORD
L
@ 6" O.C. EDGES AND 12"
2x4 "T" ON TOP OF PANEL BLOCKING7�
WEEP SCREED
SLOPE OF ADJACENT SCISSOR TRUSS)
O.C. FIELD
FASTEN WITH 10dx3" @ 4- O/C SPACED
1,
INSTALLED PER MANUF.
2"4" P.T. SILL
NOTCH 1" BRACE HERE
@ 48" O.C.
MOISTURE BARRIER
5/8" x 10" "J" BOLT @ 48" O.C.
WEEP SCREED
5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL.
INSTALLED PER MANUF.
PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER
USP HTA20 @ EA. TRUSS
ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0"
O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS
MOISTURE BARRIER
VERT. WEB (24" O/C MAX.)
W/7-1 0dx1 1/2' AND TO MASONRY W/ (3) 3/16"x 2 1/4"
NOTE: IF EMBEDDED
TAPCONS. SECTION
r2
STRAP MISSED VERTICAL
SECTION
WEB; USE
MSTAM36 ON OUTSIDE
SCALE: N.T.S.
� �5
SCALE: N.T.S.
\,, �5
REFER TO DETAIL J
E__ ZN
,,--,---ON SHEET S5 FOR
X-BRACING, AND TOP
Cn
CHORD BLOCKING
W/
;0 00
USP HGAM 10 (4)
1/4"x1-3/4" WEDGE INFORMATION
C.0
BOLTS & (4) SDS 1/4"
x 1112" SCREWS WOOD TRUSSES
2
00 00
/,,,--2x4 RAT RUN BRACING
AT 24" O.C. ON TOP OF
BOTT. CHORD FOR 4
TRUSS SPANS
4LI�
ATTACHED W/ 2 - 16d
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
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
2x4 BLOCKING @ 24"
(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
O/C W/ 2 - 16d
TOENAILS @ EA. END
NOTES:
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
MASONRY WALL
OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
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
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
EXT. WALL CONN. (@
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
NON - LOAD BEARNG LOCATION Koo'D�
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
'�
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8
SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0"
ss j
ADDITIONAL INFORMATION.
2"x4" OUTLOOKER @ 24" -
O.C. W/ (2) 10d PER JOINT
1INIMUM 2x I
'ROSS BRACING -�7� �1�
3EE PLAN FOR 7
OCATIONS) 1063" O/C @ 2"x4'
TOENAILJ 61- O/C RUN
W/ (2) 16d TYPICAL
(2) 16d PER NAILS
JOINT
711YA11 MIN RIPF: M/.qr,
CROSS BRACING DETAIL I i
SCALE: N.T.S. � S5
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.�.
SCALE: N.T.S.
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
SEE STRUCTURAL -
NOTES AND NAILING
SCHEDULE FOR
SHEATHING DETAIL
2"x4" CROSS BRACE
APPROX. 8" FROM
RIDGE FASTENED AT
EACH JOINT W/ (2)
10d & (2) 10d TOE
NAILS @ EA. END
2x4 PANEL BLOCKING
@ 48" O/C FOR THE
FIRST (4) ROWS OF
TRUSSES FROM EA.
END TYP. TOP &
BOTTOM ATTACHED
W/ (2) 16-d TOENAILS
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
SEE STRUCTURAL
NOTES AND NAILING
G
BACKNAIL W/ (2) 16d NAILS
SCHEDULE FOR
SHEATHING DETAIL
2x4 OUTLOOKER @ 24"
O.C. (OPTIONAL - SEE
ELEVATIONS)
SEE STRUCTURAL -
TOP CORD BLO(_
USP RT16 OR EQUAL @
NOTES AND NAILING
FIRST FOUR ROWS
EA. OUTLOOKER
SCHEDULEFOR
EFOR
OFTRUSSES@ EDGES
I
�fE
SHEATHING DETAIL
OF SHI
OF SHEATHING TYPICAL
TOP PLATE
2"x4" CROSS BRACE
2x4 CROSS BRACE APPROX.
APPROX. 8" FROM
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
Ir-112" 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.
AND 12" O.C. FIELD
(2) 16d NAILS
END TYP. TOP &
BOTTOM ATTACHED
T
2x4 PANEL BLOCKING @ 48" - 2x4 BLOCKING M kf_j I U-U I VC114MIL0
O.C. FOR THE FIRST (4) ROWS
OF TRUSSES FROM EA. END A- _\-2x4'7 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.
BACKNAIL W/ (2) 2x4 OUTLOOKER
8d @ 6"O/C -
F16d NAILS @ 24" O/C
WOOD TRUSSES
TOPCORD
BLOCKING FOR
tM42��
USP RT1 6 OR FIRST FOUR ROWS
xi
EQUAL @ EA. OF TRUSSES @
OUTLOOKER 24" MAX. EDGES OF
V
SHEATHING TYP.
BRACE TO EXTEND
rl"
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
GABLE TRUSS
1/2" CDX PLYWOOD OR 7/16"
(2)16l:INAILS-� OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C.
ES AND 12" O.C. FIELD
USP HGAM 10 W/(4)-3/16"xl -3/4" -
JACK TRUSS
WEDGE BOLTS & (4) SDS 1/4" x 1
SEE PLAN FOR
1/2" SCREWS
CONNECTION
2x4 "T" ON TOP OF PANEL--/
BLOCKING, FASTEN WITH L 2x4 BLOCKING W/
1 Odx3" @ 4" O/C (2) 12d TOENAILS
SECTION r9
SCALE: N.T.S. �Ii5�
` MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
V BRACE W1 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
BACKNAIL W/ (2) 2x4 OUTLOOKER
/_16d NAILS @ 24" O/C
TOPCORD
BLOCKING FOR
USP RT1 6 OR FIRST FOUR ROWS
EQUAL @ e. OF TRUSSES @
EA
OUTLOOKER 24" MAX. EDGES OF
SHEATHING TYP.
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
GABLETRUSS
1/2" CDX PLYWOOD OR
�7/16" OSB SHEATHING
ATTACHED W/ 1 Od NAILS
@ 6" O.C. EDGES AND 12"
O.C. FIELD
,,.---(2)16d NAILS
2x4'T'ON TOP OF PANEL
BLOCKING, FASTEN WITH
1063" @ 4" O/C
\-USPHGA10@36"
O.C.
DBL. TOP STUD WALL
PLATE (SEE TYP SEC)
2x4 BLOCKING-,.", —2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTACHED
W�' X�,
1 Od NAILS @:41
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAILK�5�
SCALE: N.T.S. S5
2x4'7 BLOCKING
2x4 BLOCKING @
48" O.C.
1" BRACE ATTACHED 16d NAIL
W/ 10d NAILS @ 4- 0.
TYPICAL
GABLE TRUSS WEB --/
SINGLE 1" BRACING DETAII_r6_'N�
SCALE: N.T.S. \�, �5
DIAPHRAGM
BLOCKING @
48" 1 O/C /-GABLE TRUSS
ITICAL
USP SPT24 @ EACH STUD (2) 2"x8" 1" BRACE
FASTENED WITH (3)
SECTION r4 16d PER SIDE
SCALE: N.T.S. ��5� SCISSOR GABLE "T" BRACEr7
AS PER HIB 91 SCALE: N.T.S. � S5
2 x 4 BLOCKING W/(2) 1 Od
TOE NAILS @ EACH END @
24" O/C (TYP)
\-BRACING W/(3) 10d x 3" @
EACH CONN. @ 24" O/C
\-MOISTURE BARRIER
\-BOND BEAM
- MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. 0 NON - LOAD
BEARING LOCATIO (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
1"BRACE
2"4" (U.N.O.)
"L" BRACE
24"
0'0" - T-O"
31-0" - 6'-01'
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" 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.
CORNERJACK
0
LU
z
CC
0
HIP FRAMING REFERENCE PLAN
a
z
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
0 14
1111M
IN
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2) 7' 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
W/ DROP CEILING BRACING DETAIL
ITOP & BOTTOM CHORD
GABLE END BRACING @
4'-0" 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
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
0 0
z ce)
—0
z (D
<
(nv) z
Cz
00
Q) C—r.)
(D(10
4--J Lu
U-
-
E
0
0
ca Cl)
V)
0 CD
10 C)
Co r-
C14
G)m
LU
E
8
0) M
a mm
!! :2 cc,)
0.2,
qj
0
U (0
4)
LL 00
-co
0 2 i:�-
CLI 0)
-le
< 00)
Ch CLr
LC) 0 q
ox Ci
-A I
ED.
N* C, 11,D, C
Wjj
I
C04,
.8
-4
U_
r_ 01�
< 4 r
U Z L—
5 V��
LO
4:
Con) - *
r_
luz- "14
0
'is 10�
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
1-� C:)
U) %D
C)
> V)
z
M Ln
< C U_ U"
CL --s
z
>� �
U (a
0.00
z E
z
LU 0
W
_j 0
%D
0
z z a-
.z
tLAL, 0 0
10:Nizoico,
�E < U x <
2: Z Z z
0 z W,
15 u.1 _j
0. U 0 Lo
U
LU
C:)
V_
0 z
z
LH
C11
Ln
C%4
r'4
Ln
0
z
Lu 0 0
0
<
<
U lu- t�; M- 2
0 z,, W
fo
L_
Z
z
or-
z &� �zrz 2�
LU :, 0
uoj <z 8 0
LU
1-.; Wi 6
OLL Z<
j<
CVY) - z
z<
0
_j Uj LLI
<
c)
ro
LL
z
LU
>
0
Z
z
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1525
JOB NO: 17-1426
SHEET NO.
S5
(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >412
A(2 LAYERS TYPE I
OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR
OF>PIT)CH 4:12 OR LESS.
12 PRE ENGINEERED
<
WOOD TRUSS @ 24"
URRICANE ANCHOR @ EACH TRUSS
O.C. MAX.
-ROOFING (SHINGLES)
FOR UNDERLAYMENT
INSULATION BAFFLE
SHINGLE ROOF
REQUIREMENTS SEE R905.
15/32" CDX PLYWOOD OR 7/16"
O.S.B. (SEE ROOF NAILING
INSULATION PER
SCHEDULE ON SHT SNII)
CHART ON FLOOR
ALUMINUM DRIP EDGE
PLAN
C
ALUMINUM FASCIA
5/8" OR 1/2" HIGH STRENGTH
CEILING
2x SUB FASCIA
BOARD PER CODE W/ 13/8" DRYWALL
'N,_�_-SEE SOFFIT SHEET
NAILS OR DRYWALL SCREWS 7"O/C
CEILING & 8" O/C WALLS
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
_j PLYWOOD SHEATHING
2X BLOCKING @ EA. WALL
_j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT
FOR MORE INFO
16" O.C. 2X S.P.F. STUDS
W/ (4) 16d TOENAILS TO TOP PLATE
0 U) 7/8" CEMENTITIOUS FINISH PER ASTIM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
2x BOT. PLATE W/ (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
LAYER 1/8"THICK.
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
U_
z:
INSULATION PER
1/2" GYP. WIB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB
CHART ON FLOOR PLAN
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C
TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000SQ.
B �R
< FT. OF FLOOR AREA & SEALED PENATRATION AREA W/
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEQwm-
6
SPACE INTO APPROX. EQUAL AREAS. _40
FLOOR SYSTEM
ETAL SEAT
EIR PLAN 0
/-,--MOR FELT
PAPER FOR
MOISTURE
BARRIER
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"
GYP. TYPE ')V @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS
'�', ��__STD. 90 TiOOK (SEE DETAIL)
1/2" GYP WB
8"x8"X16"CONC. KNOCKOUT
INSTALLATION PER
BILK. W/11#5 ROD CONT. FILLED
CHART ON FLOOR PLAN
SOLID W/GRIOUT
NOTE: LAP SHEATHING TO BOTTOM
OF BAND JOIST TYPICAL
,,,,-ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
U'
4"x4" INSPECTION PORT AT
EACH FILL CELL TYPICAL
lx WD FURRING @ 24" O.C.
LU
�L
AT GARAGE CONTRACTOR
BASEBOARD
to
C14
TO CUT BLOCK OR POUR
MIN. 2500 PSI CONC. SLAB
CURB DUE TO SLOPE
MIN. PSI MAY VARY PER
NOTE- EXTEND DECO FINISH
MUNICIPALITY
410 6'; BELOW GRADE
E
7 ...........
/FINISH
A*
GRADE 00
A
00
6x6 W1.4xW1.4
A
4
WWF OR FIBERMESH
-1 �-STD. 90 *HOOK
(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL)
W/3" MIN. CLEARANCE
TYP 2-STORY WALL SECTION ri
SCALE: 3/4"=V-0 � S6
USP LSTA24 STRAP W/ 8-1 Od X 11/2" NAILS TO STUD
2x STUDS @ 16" O.C.
V .
,
& 8-1 Od x 11/2" TO BAND JOIST @ EA. STUD
2"x BOT. PLATE W/
ATTACHED WALL SHEATHING
(2) 1 Od @ 6" O.C.
CONTINUOUS TO BOTTOM RIBBON
2nd FLOOR WAL
NOTE: EXTEND SHEATHING TO
BOTTOM OF BEAM OR GIRDER
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2"x BOT. PLATE W/
(2) - 1 Od @ 6- O.C.
2X4 RIBBONS, EACH W/ 4-16d
'T
BEAM/GIRDER
NAILS INTO EA. FLOOR TRUSS
//-WEEPSCREED
INSTALLED PER. MANUF.
-USP HTA20 @ EA. TRUSS
10 - 1 Od x 1 1/2" NAILS INTO FLOOR
PRE-ENGINEERED
TRUSS & MIN. 4" EMBEDMENT IN
FLOOR TRUSSIJOIST
FLOOR TRUSSES
KO BLOCK
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
USP LSTA24 STRAP W/ 8-1 Old x 1-1 /2"
NAILS TO STUD & 8-10d x 1-1/2" TO
BAND JOIST @ EA. STUD
2nd FLOOR WALL-----
BAND JOIST
*USP MP4F @ 24"
D.C. W/ 12-8d NAILS
1st FLOOR WALL
USP LSTA24 STRAP w/ 8-1 Od x 11/2" NAILS
TO STUD & 8-10d x 1 1/2" TO 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.
SCALE: N.T.S.
SCALE: N.T.S.
0
me
2"x BOT. PLATE W/
(2) 1 Od @ 6" O.C.
NOTES: * USE
MP4F & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
SPACER
BLOCKS
E
S6
11-P, CORNER
TYPICAL 'IT" AND CORNER
DETAILS rN
SCALE: N.T.S. � �6
2"x4" PANEL BLOCKING @ 48" O/C
FOR THE FIRST 8'-0" OF END
WALL FROM EA. END. (TYP.) TOP &
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
SEE FRAMING
__�_WEEP SCREED
PLAN
INSTALLED PER MANUF.
2"x4" CROSS BRACE @ 48"
USP HTA20 @ 24" O.C. W/
O/C FOR THE 1 ST 2'-0" OF
10-1 Old X 11/2" NAILS INTO
END WALL W/ (2)1 Odx3' @ EA,
BLOCKING TRUSS & MIN. 4"
Elkin [KI-M ')"-All 01 nr1VIKIf1_
EMBEDMENT IN CONIC.
2ND FLOOR FRAME CONNECTION R
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" ��S 6
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
FLOOR CONNECTION
@ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0"
FOR ADDITIONAL INFORMATION.
PROVIDE CONTINUOUS
BLOCKING FROM B.U.C.
TO MASONRY BELOW
(4) 1/4" X 2 1/4" TITEN
SCREWS TO MANSONRY
WALL PER STRAP
WOOD TO MASONRY
CONNECTION W/ MSTAM36
SEE J/S6 FOR ADDITIONAL INFORMATION.
TRIL
,-- B.I.I.C.
8 - 10d NAILS TO
STUD PER STRAP
MASONRY WALL
SCALE: N.T.S.
RIBBONS
DETAIL (FLOOR TRUSS) I(' O�
SCALE: 1 1/2"=V-0" �6
NOTE:
SEE TYPICAL WALL SECTION
SEE SHEATHING
C/S3 FOR ADDITIONAL
SPECS ON FLOOR
INFORMATION
1/2" GYP ' W.B. MIN. @
GARAGE SIDE IF APPLICABLE
(1) ROW OF 2x BLOCKING @ MID
HGT. FOR WALL HGT. < V-15". (2)
5/8"DIA. x 10" "J" BOLT W/ 8"
ROWS OF 2x BLOCKING @ 3rd PTS
EMBEDMENT @ 24" O.C. W/
FOR WALL HGT. > V-13"
2"DIA.X 3/16" PLATE WASHER
USP SPT22 @ EA. STUD
(MIN. SHEAR 3500#. MIN. TYPICAL
2 x STUDS @ 16" O.C.
TENSION 2600#.)
2X P.T. PLATE
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
Af j'
A'V
4,
I IT AV-Lrm- LIP (3) #5 CONT. ON 3"
8' 11-81, CHAIR W/ 3" MIN.
- =CLEARANCE
INTERIOR 2-STORY FRAME SECTION rs
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" � S6
ADDITIONAL SLAB INFORMATION.
15/32" OSB
EXPOSURE1
SHEATHING
PROVIDE
BLOCKING As
REQUIRED PER
SECTION X-X IF
NOT FULL
HEIGHT SHEET-
(2)- 2x TOP PLATE
/-BEYOND I
--
_rr
- - - - - -
------
-----------
- 7r- IT __ Tr rr i:;t
�_15/32'OSB
-
II
II II II (I
EXPOSURE1
16.
.1 11 11 11 1
SHEATHING W
W
SOLID 2x 0)
BLOCKING @ ALL
SHEATHING
EDGES (SEE
OPENING
SECTION X-X)
W
x
W
-2x STUDS W
BEYOND to
SEE PLAN
LIL_ _LL_ _11. LL_
��-2�4 P.T. BASE
\_(�)_'HORIZONTAL PLATE BEYOND
2xRIBBONOR-r VERTICAL SEE PLAN
111ING
BETWEEN FLOOR WALL SHEATHING
SYSTEM IAIAI I rl r'A1A-r1^L1 MIAr%r'%A1A
4 FT - ----------------
--------------------------
5 FT.1 4 FT.
5 FT.1 4 FT.
-------------------------
-----------------
7 4 FT.
2
(D 102
2
4 FT.
----------------------- -----------
4 FT. (�) (�) 4 FT.
ROOF NAILING ZONE DIAGRAM
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
1 Od NAILS@ 8" O/C TYP. -
DOUBLE 2x CRIPPLE STUD
TYPICAL (U.N.O.)
ROOF NAILING SCHEDULE:
NAILING ZONES (SHINGLE AND TILE)
W
ZONE 1: 8d RING SHANK NAILS@ 6"O.C. ON EDGE AND 6"0.0 INFIELD
ZONE 2:8d RING SHANK NAILS @ 6" D.C. ON EDGE AND 6"O.0 IN FIELD
z
ZONE 3 8d RING SHANK NAILS @ 4- O.C. ON EDGE AND 4" O.0 IN FIELD
0
z
(NOTE: IF518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING
w 7:
0
SHANK NAILS)
NOTE:
U)
ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD
(TILE) OR 7116" OSB MIN. (SHINGLES) SPAN RATED 24116
W 0
j
� 0 a
SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH
cr 00)
Co j :3
PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO
2 LL
z W 0 U.
STUD AND OR BLOCKING AT ALL EDGES.
N W 0
U.
A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES
AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHAI I NOT
PENETRATE SURFACE MORE THAN 1/8"
3/8" "S" = NAIL 318"
SPACING
S N4' S 1/2"
7,
1/2'
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
Q�) NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL
@ NAIL AT TOP PLATE TWO ROWS @ 4' O.C. W/8d COMMON NAIL
@ NAIL OPENING PERIMETER @ 3- D.C. W/8d COMMON NAIL
@ NAIL INT. AT S' O.C. W/8d COMMON NAIL
STAGGER ALL VERT. JOINTS & NAIL @ 4' O.C.
W/8d COMMON NAIL
SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER
W/ lid COMMON NAILS @ 4- D.C.
@ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL
MEMBER IF GABLE END
[NOTE:
8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 1/2"
DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8*.
AT ALL PANEL BLOCKING
LOCATIONS MIN 2 X 4 #2 SPF
TURNED VERTICAL W/ 7/16"
OSB FLITCH PLATE TO W/ (2)
12d TOENAILS EA. END. NAIL
FLITCH PLATE TO VERTICAL
W/ (4) 8d NAILS
(2) 8d NAILS @ 3 D.C.
STAGGERED
WALL SHEATHING INSTALL.
&NAILING SCHED.
2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
2"xl 0" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
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
2X STUDS TYP.
P
P.T. BOT. PLATE
0,
[V�FLOOR
TRUSS
BEAM
SEE PLAN FOR REQUIRED-`
CONNECTIONS
LOAD BEAR I NG/EXTER IOR FRAME
WALL HEADER DETAIL
(2) ROWS OF 2x BLOCKING
@ THIRD POINTS
5/8"DIA. x 1 0""J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W/
2"DIA.X 3/16" PLATE WASHER
(MIN. SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN.\
SLAB W/ 6x6 W1.4xW1.4
WWF OR FIBER ME SH
E
co
1-111 1 1 1E d I A
4
7111 ad I
A\
.1 A
(3) # 5 REBAR ON 3" CHAIR V-81"
W/3" MIN. CLEARANCE
ce
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ, AT OPENINGS
OPENING
2"x4"WALL
2"x6"WALL
STRAPS
JACKS
I STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
V4
(1)
(2)
(1)
(2)
(1) USP LSTA30
1 4-4
(2)
(3)
(2)
(2)
(1) LISP LSTA30
1 9!-16'
(3)
(3)
(2)
(3)
(2) USP LSTA30
PLYWOOD SHEATHING
NAILED PER NAILING SCHEDULE SEE
DETAIL C/S6 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. MANUF.
00
FINISH GRADE
AL I thNA I t t-UU I INU ( v
@ WOOD 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-101"
FOR ADDITIONAL '\, �S6
INFORMATION.
0 Ln
z M
z CO
Z
__j
Q)
4-J LU
U
0 LU
U0
E
9
W C')
V)
(10
LU
I_ E
8
C14
0) Cn
0) Cl)
C M Cl)
[! Q
0 C',
W
C�
00
C)
.3d
0
Cx
to 0 v
< 00)
-07,
A I
0 D.
N C-13-D r
0
F,
10
0
z "U
UJI
0 < C-)
N
F
0.
L
z........
UM 1WU Mm
j
le, F,
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 sea].
L#
0
z
0a) N
Ul) 5 t.0
> U-) M -
C)
U-) M Ln
0
-
rL ILL
z
U 0. 00
z E
z
LU
W
_j
tD
uj z
zu_9
LU z � 2
U a 0
or 0z >. z < 0
>_ z 0 0. W
<Ux<
Z LZL, 9 z
- z
z C3 LU
01
Ru 0'.
D 3: U 0
814 a W a
2 �5 LU 04
a. 0 z 0
LLI z
L4
C:)
Ln
C,0<
< F- �:
(A he W
LU in OZ 8 21
0
U (7
or- Z
z
z
2-: r)
Zcv-- z
L. 0 121 8 0
LU
(D _j <
< _j
>
LL1 LLj 0 LL Z 0<
!�!� I� ox:
8 C& � W
(A Ln I z
LU
0
< he LU
F-
z
U.1
>
0
z
z
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: IFFLORES
VERSION NO.
1525
JOB NO: 17-1426
SHEET NO.
S6
(MONO)
L
W
FIL
I . is.
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).
13/4x 11
JVL
2x4 UNDER STRINGER -
GLUED AND NAILED TO
LANDING
2X4 UNDER STRINGER GLUED,8
NAILED TO LANDING BLOCKING
D
2X4 PT NOTCH`-
r
INTO STRI NGER�
H D
---2x8 BLOCKING FOR STRAP
NOTE:
JOIST
2x8
SYP
SYP
2x8 SYP
FAI
STRINGER MUST MI
CONTACT WITH LAN
2x4 CUT C—
DOES NOT BEAR IN
WALL GLUED TO
2X8
F
ALIGN
THIS STUD WITH
FACE
OF 2ND RISER 3/4" RISER CUT TO FIT
MAINTAIN BETWEEN
ANDJ"GAPTOPAND
BOTTOM, GLUED AND
NAILED TO STRINGER
2X4 BEHIND RISER
BLOCKING FOR
1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO
2x4 DRAFT RISER AND TREAD
STOP
7,�
2x8 SYP DRYWALL STOP MUST
7fl
NOT TOUCH STRINGERS
L
B tL-L BLOCKING FOR 2x12
_,,�2x4 PT UNDER 2x12
C
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
STRINGER SIDE) TO BOTTOM EDGE OF 2x12
STRINGER
y4Q --4--PROVIDE MOISTURE
PROTECTION
SYP BLOCKING ZATTACH ALL COMPONENTS
OF STAIR TO CONC. W/ t'X
ATT
0
FOR STRAP �ING L
PT NOTCHED INTO STRINGER 3E 2 TAPCONS @ MAX. 32" O.C.
.L (USP MTW12) BEHIND
D NAILED TO FLOOR WITH GLUE
S RISER ATTACH ALL COMPONENTS 1x4 GLUED AND
STRINGER CONTACT POINTS
OF STAIR TO CONC. W1 I" X NAILED TO STRINGER
2 T'TAPCONS @ MAX. 32" O.C.
SECTION VIEW "All
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
2x SYP CUT TO FIT
BEARS IN WALL
2x12 SYP B
IN WALL
2x6 SYP
L--1x4 blocking
FLOOR GIRDER PROVIDE SOLID BLOCKING
20" FLAT STRAP NAILED TO RISER AND 2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST
THEN WRAPPED AROUND STUD (USP BEVEL GLUED FROM JOIST TO JOIST. USE
MTW12) //2x4 PT NOTCHED INTO STRINGE�VR AND NAILED TO 2 X 12 BLOCKS, GLUED AND
i
AND NAILED TO FLOOR WITH GLUE LVL NAILED TO JOIST.
SCALE: 1 V-0"
E
SECTION VIEW "B"
SCALE: 1 V-0"
3LUED AND NAILED TO STRINGER
RAFT
3YP DRYWALL STOP
TNOTTOUCH
NGERS
BLOCKING FOR 2x12
PT UNDER 2x12
TOP OF
STRINGER
VIC11
SECTION VIEW
SCALE: 1 V-0"
CONN. TO BOTT
OF NEWEL POS7
PER CONTRACT
PLAN VIEW
SCAL—ET"=V-0-�
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
Pr)P PI-QP Alkin PI IKII 1M1=r)PIkAATIr)N
2X4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS'
2X4 CUT ON BEVEL.�����.� AT STRINGER CON'
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
10
3/4" RISER CUT TO FIT
ON DECK
10
MAINTAIN BETWEEN
AND�'GAPTOPAND
9
SYP GLUED
BOTTOM, GLUED AND 2x4 syp
AND NAILED TO
FRAMING
NAILED TO STRINGER blocking for
strap (U
2X4 DRAFT 2x12
M
STOP TREAD
2xl 2 TREAD
GLUED
GLUED AND
AND
NAILED--\
NAILEE
2X4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE-A-T
STRINGER CONTACT
POINTS
I 't2x8 SYP DRYWALL STOP MUST
YNOT TOUCH STRINGERS
2X4 BLOCK I N KN EEWALL FOR 2x1 2 NAI LI NG
-1x4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
SECTION VIEW
SCALE: v-0"
2X4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE -AT -
STRINGER CONTACT
POINTS
SCALE: 1" V-10"
\/4-2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
L--`I�ffGLUED AND NAILED TO STRINGER
--15OR DRYWALL SPACING
SECTION VIEW "Ell
SECTION VIEW
SCALE: 1 '-0-'
-3/4 PLY\A
ON DECI`
--2x8 SYI
AND N)
FRAMIl'
2X4 DRAF
STOP
2X4 BLOCk
SCALE: 1 V-0"
SECTION VIEW "G"
SCALE: 1 V-0"
:L POST LET INTO
LOCK
IDE
KING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
NEWEL POST
BLOCKING
SCALE: 1 V-0"
0 1 /AI N UUINO I r%UU I IUIN Ut I AlLb
(IF 1 1X17 REDUCE SCALE.5) SCALE: AS NOTED
JOINT
TO
)ISTS)
NAILED AND
TOP PLATE
qTO RIM BAND,
ID NAILED TO
WALL BELOW
JOINT
- TO
)ISTS) Lj
2X
USP
ECTION VIEW 111-111
SCALE: 1 V-011
(D
z
z
<
I
z
V) 0
a) C—n
4--J u-,
0
0 LU
E
0
2 co
V)
00
E
8
'03, CG*0,
0 CD
U- co
0 2 i::-
< 00)
(0 CL 8
Lo 0 -'r
A
I
N-C-B-D-C
AL—N
8
Do
�V�
w
OFQ
z
Z
u- LL%
-ft
4. - "
ri't
Z :PLO,
WM.S-a 11
LL lu " �- S sk
;&;Cq
-.21vi ;$
111111111ttl
0
M
01, DI
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 117�4
0 cu
4-j
CD
:3 %D c)
U0 M CD
M N
(0 Ln
z
0
CU — Ln
L- LL.
CL
>. .
ce U (a
(a. 001,
<
z 3i E
Uj
z
LUC)
0
W z
LU U-2
lu z
,Q z 2 aw
U �-- a 0
ro- �g , z < 0
8 t �
Uzi P ZZ
0. � C,� wl
U 0
8L Lon- Nr U
W
C)
ui C14
a. z 0
9 z
v-
Uj
W LH
C)
In
117�4
r*4
Ln
LL]o'<
uj i--
CA �e
1011 OZ 8 21
C)
<
u Lu-,7 2
0
fo
Z
z
op LZU
z 8y R; re 2�
L. U, 121 =8 0
Uj
F<- LU Vt 6
>
LU 0 z
5C r- 20: S
=) � C, a
OR u-
V) z
0
z <
LLJ LU
x
c)
<
z
UJI
>
0
z
z
�--11
—j
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1525
JOB NO: 17-1426
SHEET NO.
F0%
T
1X4 1/2" DRYWALL
DOOR JAMB (REFER -1 X4 F 1/2" DRYWALL DOOR JAMB (REFER F
X4 F1/2" DRYWALL
UNACCEPTABLE INSTALLTION
DOOR JAMB (REFER-,,, P.T.
TO SHT. SDW2-K1
TO SHT. SDW2-K1 F TO SHT. SDW2-K1
FOR CONN. DETAILS'
PROPER INSTALLATION MAX.
8" DO NOT DO THIS
2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C..
FOR CONN. DETAILS
FOR CONN. DETAILS X 4
1 X 4
#5 REBAR (TYP)
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
1 X 4
3-1/4" LONG X 3/16"0 FURRING
3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG
TAPCONS
FURRING
A
#5 REB R
(Typ')
AND NAILED W/ 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 STAGGERED
STAGGERED @ 16" , r
1X8 P.T. STAGGERED @ 16" 0 . C .
2X8
JY2
1X8
BLOCK@ SPACING
PER MANUFACTURE 1'1 DETAIL
O.C. 2-ROWS INTO 2-ROWS INTO
MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH
D. 90' HOOK (TYP.)
2x BAND JOIST W/ FACE NAIL 1 Od
@ TOP & BTTM CHORD, AND (8)
311
& 1 P.T.
DETAIL
FILL SOLID
STD. 90A
/—FACE
1 x4 P.T. x8 1x8 P.T. & 2x8 P.T.
BOTH CELLS
HOOK (TYP.)
NAILS 10d @ TRUSS VERT.
WEB
3/16" x 3 -1/2"
TA P 1
TAPCON @ 16"
co
METAL SEAT PLATE
0 4
O.C. & 4" FROM
c FR
1 X4 P.T.
3/16" x 3 -1/2" DOOR JAMB (REFER
1 1/2" DRYWALL
X4
NOTE:
LAP SHEATHING TO
EN_
c H N D
DOOR JAMB (REFER EACH END W/ MIN,
E�EDGE
K1FOR
DOOR JAMB (REFER TAPCON TO SHT, SDW2-K1 FOR
BOTTOM OF BAND
2" EDGE DIST.
TO SHT. SDW2-K1 2 DIS
TO SHT. SDW2-K1 CONN. DETAIL
JOIST TYPICAL
FOR CONN. DETAILS
,)6
FOR CONN. DETAILS 1 Od @ 12" O.C..
C
2A
1X4
'0
FURRING
pt\-
'doo,
3/16 .3
'.0
2X8 P.T. WITH 3/16"0 X 3"
TC @ FIRS COURSE
USP HGAM10 @ 12" O.C. w/4-SDS
S
LONG TAPCONS
-
1/41 1/2" SCREWS INTO BAND
, , , ,:,
2x P.T. AS REQ'D
T
2X8 P.T.
STAGGERED @ 16- O.C.
2X8
M±5
�_
L
JOIST & (4) 3/16"x1-3/4" WEDGE
2x DETAIL
2 1/4" DETAIL 2-ROWS INTO MASONRY DETAIL
NOTCH WEB AT THE
FIRST 2 COURSES
BOLTS INTO K.O. BLOCK
.3-1/4"
BUILDOUT @ OVER SIZE DOOR
-WINDOW ROUGH OPENINGSKCC
FILLED CELL PER
FOUNDATION PLAN
FILLED CELL INSTALLATION (H"�
RETROFIT FOR MISSI'NG
EMBEDDED STRAP
SCALE: N.T.S.
�s
SCALE: N.T.S.
� �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
U L"*
W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN.
A -A
= 1890 # FOR 2 STRAPS
FILL Ist 4 COURSES
EMBEDMENT INTO BLK.) 1/4" MAX
8"
1 -PLY PRE-ENGINEERED TRUSS
SOLID W/GROUT
1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
1/4" x 3 1/4" TAPCONS
T
USP RT1 6M W/ (8) NA1 1 NAILS & (6) J" x 2T'
BLOCK HEADER ARCH BLKG. &BUCK
TAPCONS
1/2" DRYWALL
(IF TRUSS IS 2 PLY INSTALL USP HTWM 16 W/ (6)
10d NAILS x 1j" NAILS AND
8d NAILS AT 8" O.C. AT BUCK
—LEAVE A CUT OUT IN O.S.B. ON THE
(4) X 1 t'WEDGE BOLTS (1) STRAP 1225
2 x 8 45A DIAGONAL (4) 10d NAILS INTO
INTO
INSIDE TO ALLOW FOR INSULATION
(2) STRAPS 2450#])
BRACE(S) 2 x 8 BRACE/ BLKG.
BLKG
7/16" OSB
TO BE INSTALLED
BOND BEAM OR CAST
FOR OVERHANGS BETWEEN OVER 110
OLEIN B - FOR
CUT HOLE IN O.S.B. FOR
BUILT UP PLWD. BUCK ARCH PANEL i C LL I O� S IS
POLY -CELL IN THIS AREA
2 x 8 45 DIAGONAL BRACE AT EA.
IN PLACE BEAM
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
SCRIBE (NOTCH)
FACE OF ARCH W/ (3) 1 Od NAILS
j
OVERHAN
,7
1 n tj Allz ImTn I � 5z
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
AT EA. END
RETROFIT TRUSS DETAIL
CONNECT W/ 8d NAILS BRACE/ BLKG.
\_2
N.T.S.
x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INSTALL WDW. SCREW ANCHOR4 ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN
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 ORTHRU
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
FOR OVERHANGS BETWEEN 314"TO 11/2"
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'-0" 0. H.
NOTE: FOR OVERHANGS LESS THAN 314' - NO REPAIR REQ'D.
START OF ARC
IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
(2) 1 Od NAILS @ 8" O.C.
4'MAX. RAD.
SCREWS @ 16" O.C. MAX. OR IF MASONRY
0 TO TRUSS TOP CHORD
11-011 51-011
ARCH DETAIL
WALL USE (3) 1/4" X 3 1/2' TAPCONS AT 16"
+
SCALE: N.T.S.
Ss
O.C. 12
+ + Irl/y PLYWOOD SHEATHING
L
JACK TRUSS PROVIDED BY SEE
+ +
TRUSS COMPANY OR PLAN
+ +
2x6 #2 SYP @ 24" O.C.
+ +
Al-f INISH FLO
2 x 8 BUCK - CONNECT TO BLOCK
SECTION
ROOF SHEATHING ATTACHED
+ + BLOCKING AS
REQUIRED
WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
EMBEDMEN
B-B
PER NAILING SCHEDULE LL
+
TO SUPPORT
*
A
__1 /4" MAX
2'-0' 8"
+
TRUSS + SOFFIT
A
n� BAR
BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH
(5) -12d NAILS
USP RT3A
2X4 SYP
9(UT
CENTERED W/
IN TOP
BLKG. & BUCK
1 X 4 FURRING
2X6 TO 2X4
Lo
EACH TRUSS
KNOCKOUT/ CIA
A
CHAIR BLOCK
8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE (2) MIN.
PROVIDE 2x
CONT. W/ (3)
CONNECTOR
MONO FOOTING A A.
V
PROVIDE 2 x 8 DIAG. BRACE BTIA�
SIZE AND REINF. PER PLAN
VERT. BRACES WHEN HGT. OF
TAPCON AT EA. SIDE
BUCK - (1) WITHIN 4-
12d NAILS
SEE LINTEL
AND SECTION DETAIL;
BRACE EXCEEDS 24"
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
JACK TRUSS PROVIDED BY-J
TRUSS COMPANY OR 2X4
SCHED.
N
CLEAN FILL
2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24" O.C.
%I
tENTER SOFTIT
.
DIRT
TO BE INSTALLED
00,
J
-A
4'-0" MAX SEE FG�N_
PRECAST LINTEL
V-STANDARD
BUILT UP PLWD. BUCK -
90r
HOOK 04
SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
SEE ELEVATION
#5 BAR IN
TO FIT ARCH CONNECT W/
START OF ARC
IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
FOR OVER HANG
FILLED CEL
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")
L v k. Uo V Lo
.
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS
EQUAL EQUAL
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16'
N ''
P % V V V I V ",kv e
INSTALL WDW, SCREW__""�
THRU OSB INTO 2 x 8
O.C.
ANCHOR INTO ARCH BLKG.
STEMWALL FOOTING SIZE AND
PER INSTALLATION DETAILS ARCH DETAIL rK
SECTION @ ENTRY rL
SECTION @ ROOF EXTENSION rM
REINF. PERLAN AND STEMWALL
B-B
MONO TO STEMWALL FOOTING
SCALE: N.T.S.
SCALE: 3/4" V-0"
I\ �S
SCALE: 3/4" V-0"
� �S
SECTION DETAILS
SCALE: 3/4" V-0"
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.
FOR ADDITIONAL INSTRUCTION.
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
MASONRY WALL. SEE PLAN FOR
EXISTING BOND BEAM.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
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 3/4"X6" MIN. HOLE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
FLOOR PLAN FOR
SET BAR IN EPDXY
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
MORE INFO
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
HTT16W/(18)-16d NAILSTO
CAP TO PREVENT LEAKAGE
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
WWM AT PERIMETER
STUDS & (1) - 5/8" DIA. ALL
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1/4" EXPANSION BOLT (2
WHE'RE THIS CONDITION
(1) #5 BARS CONT.
THREAD ROD EPDXIED W/
#5X6'EMBEDDED INTO
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL PERANCHOR)
OCCURS
TOP WITH MIN. 3"
SIMPSON "SET"EPDXY MIN.
z EXISTING BOND BEAM
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
COVER 6-0-
5" EMBEDMENT & 3" MIN.
0
U)
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
�_FF
EDGE DISTANCE
< FILL CELL FULL HEIGHT W/
2
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS
COURSE) e— EXPANSION STRIP
LL LU NON SHRINK GROUT.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
0 9
A
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
Uj _j
REINFORCING AS FOLLOWS:
SEALANT
0-
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
5X6'EMBEDDED INTO
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
EXISTING FOOTING
2-#5X6'IN CONC.
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
U) U
C14
FILLED CELL
SMOOTH. DO NO FURROW.
DRILL 3/4"X6" MIN. HOLE
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
��Z GR DE
SET BAR IN EPDXY
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
A'
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
NOTE:
C14
REMAIN FREE OF MORTAR.
SEE GLASS BLOCK INSTALLATION NOTES.
C14
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<_
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SAW CUT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
(2) #5 REBAR. MIN. T'
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
16" MIN. OF COVER EA. WAY
(�A
SECTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
SCALE: N.T.S.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
rDF"'�SECTION AT DEEP MONO FOUNDATION
RETROFIT FOR MISSING MSTAM STRAP
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
RETROFIT FILLED CELL DETAIL
SCALE: 3/4" = V-0"
SCALE: 3/4" = V-0"
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
Qs-,o/j
FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR
SCALE: N.T.S.
INSTALLATION OF GLASS BLOCK.
(D LO
Z co
0
ID
0
z
z
Z
U_')
4--J Lu
n
U
oLU
V)
0
23 cl)
V)
_'c'
a5 F-
C14
LU
E
0
Cl)
CD co
mm
-0 ce)
0 - C14
-T, q
.20
U_ 00
'i ��
6 0
of 0)
Ac
UO) 20. 1--
C:,
LO 0 V
< 00)
0
A I
W
N C-B-D-C
1vxk_;r
001011111 -6 Eli
F wflk
N
CS
�A
U0 CN4
-C LI:
CL
ILLJ
a - ALL" -w' I
x 9L
4r
g 4
v
0
FLC
.
z ........
LL Ila 14 =
.
'.. (IF E S S 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.
C:)
C�
z N
0 cu
14 4-J C:)
Ul)
c)
>
z
CY)
V) M Ln
in
Z
IU Ln
C LL
U
Cl 00
z
z
LU c)
W
C:)
_j %0
,2Z
0
US LL
LUZ � 2 CWL
LL, M Z
, r
U 2:,Unj a 0
zo
op zo)- 16
Z �j <z U 2:%<
�XZZPZ
Z : LLj
uj cc _j
US 8 .
�: Wo
- 04
F- 0 Z
LU Z
C)
U-11
r_j
r_j
Ln
_j
0 <'
L U 0,1 zo -
0
<
U �Lu t7; 2
ro- Z.
Z
z
Z
LLJ 0 0
LIJ
8
V
LU 0 LL Z 0<
�U_ 2
c,
r'-4
<
(yx u_
Anx Z
Z<
0
=I uj
< CL
F-
C)
rt-)
u_
LU
>
0
Z
z
PA
_j
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FLORES
VERSION NO.
15v25
JOB NO: 17-1426
SHEET NO.
SS
ir
Ll
Ll
L - LL1h I di-i�Li- A., �.L"A-LLIJJJLULAU�L- AA -M. L �d"Ulw 1.,
M
CROSS BRACING DETAIL (TYP.)r i `� 1 1 1 1 1— vv
SCALE: 1/2" = V-0"
TRUSS NOTES:
CONV. FRAMED RIDGE
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002
MAY BE NAILED
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
w/ MIN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE
IT LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
PRE-ENG. TRUSS ---�
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
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
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0"
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D
NAILS AT EACH TRUSS INTERSECTION.
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
2X4 BLOCKING
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS
MAX & EACH END ALTERNATE
DIRECTION TYP. ----\ A I A
-----Z—WOOD TRUSS --J �
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE: 1/2"=V-0"
CB
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2-4- O.C.
EACH DIRECTION TYP. U.N.O.---�
2x8 BLKING. NAILED @ EACH
SIDE w/ (3) 12d NAILS WHEN
REQUIRED w/ (2) USP HTW20
W/ (14) - 1 Od X 1 1/2" EACH
011
TB
i 7 PRE-ENG. TRUSS
CONT. ROOF SHEATHING AT TRUSS TOP
CHORD AT ALL HAND FRAMED AREAS TYP.
DIAGONAL
AT T-O"
MAX
2X4 CONT. AT
T & B CHORD
TRUSS
SEE ROOF
PLAN SHEATHING
,E
<SH1
NF
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A —A
G.T. ?--
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
2 ROWS 8d @ 6" O.C. TE: THE SHEAR WALL FRAMING DOES NOT EXTEND
OT
8d NAILS @ 6" O.0 FABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING
TO BLOCKING
::I,I,I,r IT -
PROVIDE 2X4 MIN. BLOCKING AT (2) 12d NAILS T70 ROOF OR FLOOR
I
Q OF HIP/RIDGE, TYP.BETWEEN BLOCKING EACH SHEATHING
TRUSSES W/ (2) 12D NAILS EACH END
END TO TRUSS TOP CHORD 2X4 BLOCKING AT (2) SYP#2 TOP PLATE
EA. ROOF PANEL
TYP- JOINT AT 48" O.C.
MAX
TRUSS _Y LSTA30 EACH SIDE
PA TRUSSES @ EACH END OF
I WALL
(2) 12D NAILS —
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
VERTICAL SCAB
2 x 6 #2 SPF 48" O.C.
W/ (4) 1 Od TOP &
BOTTOM OR USP RT7
OR HCLR/LL W/ 8 - 8d
IN PLACE OF (4) 10d
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2
(2) #7X 3-1/2" WOOD
SCREW EACH TRUSS
OR USP RT7 @ 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2X6 RAFTERS FOR SPANS 4FT TO 8FT
2X4 RAFTERS FOR SPANS LESS THAN
4 FT @ 2'-0"0. C. MAX. wl (3) 1 Od
COMMON TOENAILS TO RIDE BEAM
CONC.MASONRY
STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING r3
SCALE: 1/2" = 1'-0" k
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
SCALE: 1/2"=V-0"
2x4 SPF STUDS SEE C/S3 FOR
@ 16" O.C. WALL
SET BACK 2" PER ADD'L INFO.
DETAIL C/S3 I
HIP Y "Y,V. FOR DIM.
G.T
SEE FND. PLAN
FOR FOOTING
SPECS.
INTERIOR SHEARWALL @ TRUSSES
STEP-DOWN, WALL TO TRUSS
SCALE: 1/2" = 1'-0"
USP SPT24 TOP AND
BOT. W/ 12 1 Od NAILS
@ EACH STUD ---
MIN. 2 x 4 SPF
@ 16" O.C.
8 FOR WALL BETWEEN
ROOF SYSTEM
MIN. (2) 2x4
SPF TOP
PLATE
USP LSTA30 W/ (11)
1 Old TO PLATE &
(1 1)10d TO COLUMN
SEE TRUSS PLAN
FOR CONNECTION
FRAME OUT TO
BLOCK EDGE
2x4 #2 SPF KNEEWALL
W/ STUDS @ 16" O.C. W/
(2) 2x8 #2 SYP W/ 3/16"
ON BOTH SIDE FROM TOP O.S.B. FLITCH PLATE
OF WALL TO BOTTOM OF SEE PLAN FOR BEAM
BEAM, ATTACHED PER
BRG. INFO.
NAILING SCHEDULE.
BUILDER FRAME
RADIUS AS REQUIRED
2x BUILD -OUT BEYOND
EEWALL @ ENTRY FRONT WALLr4 4
SCALE: 3/4" = 1'-0" k
USP LSTA30
W/1 1-10d TO E
& TO COLUMP
#2 SYP BEAM
0. S. B.
PLATE
USP M34 W/ (12) 8d X 1 1/2
(2) USP LSTA30 W/
IL
NAILS @ TOP & BOTTOM
'D
00
(11) 10dTO PLATE &
U
LI ti—
OF HEADER (REQ IF
(11)1 Od TO COLUMN
(2) 2x8 #2 SYP
HEADER
OPENING LARGER THAN
TOP OF
W/ 7/16" O.S.B.
FLITCH PLATE
4'-0")
4x4 MIN. OR BUILT-UP
)0
TRANSOM
COLUMN EA. 2X4 NAILED
)0
F
SEE PLAN
W/10d @ 8" O.C.
)0
MSTAM36 W/ (13) - 1 Od NAILS )0
0
i TRANSOM OPENING
(2) USP MSTAM36 STRAPS
& (5) 1/4" X 2 1/4" TITEN
ARCHED OR FLAT
CENTERED W/ (13) 1 Od
SCREWS EACH SIDE OF
NAILS AND (8) 1/4 x 2 1/4
EXTERIOR CORNER--------__.__,.,
TOP OF
IF REQ'D
IF REQ'D (2) 2x4 SPI
ff
TAPCONS.
BUILT-UP COLUMN MIN.
2-2x4 UNDER EA. END OF
BEAM. MIN. (2)-10d @ 8"
WALL SEE
PLAN
4 SPF @ SILL PLAT
P.T. SILL PLATE
O.C. EACH PLY
O.C.
DOUBLE 2X4 W/ USP
MP34 @ TOP & BOTTOM
IF REQ'D USP SPT22 uzw rvit-.54 vv/ k 1,e) ?sox I 11z
(10) 10d NAILS @ BOT NAILS AS REQ'D
AND SIMPSON SP2 W/ (REQ'D IF OPENING
12-10d NAILS @ SILL LARGER THAN 4'-0")
OPTIONAL FRAMING TO BE
MIN. 2x4 P.T. W/1/4"XT' MIN. 2x4 SPF UNLESS
TAPCONS @ 6" O.C. IN RECESS LINTEL OTHERWISE NOTED. SEE
MASONRY OR 10d NAILS ELEV. FOR TRANSOM
@ 6" O.C. IN WOOD. LOCATION
MIN. 2x4 #2 SYP BASE PLATE---/ RECESS LINTEL ABOVE
W1 J" ANCHOR BOLTS @ 16" DOOR SEE LINTEL PLAN
O.C. & 3" FROM EACH END
DOOR OPENING
(2) 2x BUCK ATTACHED
PER PLAN
LINTELS AT ENTRY DOOR w/TRANSOM
SCALE: 1/2" = V-0"
T. PLATE
l%SE FILLED
4CRETE SEE
OR SIZE
KNEEWALL @ ENTRY FRONT WALL
(Corner shown. Interior Column similar)
SCALE: 3/4" = V-0"
(2) 2x4 SPF (2) USP LSTA30 W/ (11) 1 Old
TOP PLATE TO TOP PLATE & (11) 1 Od
TO STUD Sim.
EXTERIOR SHEATHING
ROOFTRUSS
SEE PLAN FOR ROOF
ATTACHED PER
2x4 STUDS W/ USP NAILING SCHEDULE GIRDER OR BEAM CONFIGURATION—,,,,
SPT22 @ BASE SEE SEE FL. PLAN FOR
STRUCTURAL SHEATHING GIRDER SPEC. SEE TRUSS PLAN
J/S6 FOR MORE
ATTACHED PER NAILING FOR TRUSS
INFO. f*'A—N DOUBLE 2 x4 TOP
SCHEDULE BUILT-UP COLUMN Sim. CONNECTION PLATE AT BUILD OUT
WITH 4x4 OR (2)2x4 2ND FLOOR WOOD WAL PLYWOOD SHEATHING
if --------- VARIES W/ 2x4 BASE PLATE W/ 0 OVER /UNDER GIRDER. SEE PLAN FOR STUD A ATTACHED PER NAILING
\4v ROOF SLOPE USP LSTA30 OR (4) 16d EA. SIDE NAIL W/10d @ 8" O.C. I
MTW12 TO FLOOR OF THE BEAM EA. TO THE OTHER. OOF TRUSS-: SIZE AND SPACING SCHEDULE
GIRDER BELOW @ 16"
WOOD WALL—\ SECTION B-B 4" BUILD OUT
O.C.
OR TRUSS. 2X4 CONT. W1 (2) x 1
2X4 P T. CONT W/ 12d
SEE PLAN 16d COMMONS NAILS @ 8" O.C. TO
NAILS EACH 2X4 PLATES. 8" O.C. TO 2x4 PLATES.
OOF TRUSS
SIM
T R AN
USS PL SM'
TRUSS D
NE N P
CTIO
F L Woo P�
OOR D WALLt
PL
A F D
4
x'p-T. CONT W/ 12d
LS @ 8., 0 . C.TO
STUD TYP. T&B PROVIDE SOLID BLOCKING P TES 4" BUIL 2ND FLOOR WOOD WALL
LL R.
viv B
@ FLOOR TRUSS & MSTAM36 CMU WALL OUT B SEE PLAN FOR STUD SIZE
TRUSS OR STUD PACK TO MASONRY AND SPACING
ROOF SYSTEM SECTION B-B 1
16" FLOOR SYSTEM FLOOR GIRDER _---EPDXY ANCHOR W/ 5" MIN. im - K
SEE PLAN FOR SEE PLAN FOR EMBED. INSTALL PER MFG.
DIRECTION CONNECTION SPECS. PLYWOOD SHEATHING \-2X4 P.T. CONT @ PLYWOOD SHE NG
P.T. #2 S.Y.P. 2X4 ATTACHED PER NAILING B 16" O.C. W/ 1/4" 2x4 CONT @ 16" O.C.
L BASE PLATE ATTACHED PER NAILING W/ 1/4" x 3 1/2" LAG
SHEAR TRANSFER SECTION @ FLOOR FRAME WALL SCHEDULE TAPCONS @ 16" O.C. SCHEDULE SCREWS @ 16" O.C.
EXTERIOR. WALL CONNECTION GIRDER/BEAM CONN.� �34 PLAN VIEW OF 4" BUILD OUT K�32� PLAN VIEW OF 4" BUILD OUT r33**�
SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" ALLOWABLE UPLIFT 2510# SCALE: 1/2" = V-0" SCALE: 1/2" = V-0"
0
z
0
z
z
__j
U)
V) (D
(1) U—)
(Dm
4--J LU
r)
LU
0
F-
E
Ln CL�
M
V)
0
W
W cl)
.2 p
E
8
C1`1
4) ce)
:,o C")
000
ai
C) U)
:G Li� owo
0.2 i::-
S
CLI -le
< 0
tM
(h C, C,
LO 0 W
.r
C;) 0
0
D.
'It 1111j.r
qeo
gap
v N
N
0',
C,
M
,i.CD 44
ra
LU LLj
CL LLI
-
60 0
to 'j'), -v-.4 <-
C.?
S" 5
9 �.s F LC)
CD A F ........
LL
z'T-7,2/t%
< � E 3 S I
E]
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
a nd seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
I
C)
C)
z r1q
0 cu
14 4-j C:)
V) , 5 tZ
c)
z0
> U.)
-4 C)
IN
(0 Ln
— Ln
C)-LL
Z
cl� U 00
<
z E
z
WLU
—j C)
0
Q�Roz
.,L
Z
U, z a.
U 'N a 0
z z
z >-0
!-, 1 Z. l.- zz
� u" � � -U-,l
0*1
0. U cc 8
LU CN
C:)
oz@
uj Z
LU
-j
C:)
Ln
f"'4
r�sl
L0
W
0;�
<
0�1 zo
0
<
U
I,= �"- n -mj 2
Lz,
Z0
W
z 'a X!Z!i;i
uj 10
121 :0
z
LU
LLJ
(0 <
06
UO
U)
Uj 0 U- z
<01 -;C2 �LL-j 20:
:3
r-q Z
j < W
Cyx: LL
z
0
C:)
0
ce LU LL,
< 0.
0-
F-
u-
LU
>
0
z W
:5
_j
CO
SCALE : AS' NOTED
PLOT DATE: 12/7/2012
TECH: ERAND
VERSION NO.
1525
JOB NO: 17-1426
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.
MASONRY WALL
G) BELOW AND ALT.
CONNECTION.
(22) 10d NAILS
EXT SHEATHING
+
(2) - 2x SPF TOP PLATE
FLUS'H W/ TOP
2 OF MASNORY & 8d
BLOCKING INFO
SEE PLAN FOR CONN.
2x CRIPPLES @ 16" O.C.
(2) 2x HEADER SEE PLAN
-SEE FOR
BLOCKING NAILS T/B FLANGE
zo
1. APPLY SUB
(3) 2x # SPF
W/ (2) 12d TOENAILS T/B
INTERIOR HEADER
DETAILS
F12x
2xSTUDS
STUI
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
)JE/
8" O.C. EACH SIDE
END OF SILL. MAX.
EXTERIOR HEADERS
IT, ........
2x4 #2 BLOCKING
U.N.O. ON PLAN
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
X.. FLOOR SYSTEM
q.. SEE PLAN
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
2x4 SIDE BRACE
AT 48" O.C.
�1�
::
IF OPENING IS GREATER
THAN 4 FEET BUT NOT
EXCEEDING 6 FEET,
SILL PLATE W/ MP3 CLIPS EACH SIDE
7K
OR FLOOR TRUSS FOR
BETWEEN JOISTS
2X CONT. RIBBON
A MP3 CLIP IS TO BE
MIN (3) 2x #2 SPF STUDS @ END
-------------------------------
CORRECT BLOCKING
I wl (3) 12d EA. E N D
I
FLOOR DECK
INSTALLED AT EA. END
OF HEADER SEE Q/S4 FOR REQ'D
JAMB INFO
G.C. VERIFY INTERIOR
REQUIREMENTS
TO HORIZ.
TYPICAL BLOCK
1/2" GYP. BOARD OR
BLOCKING
WALL
2x CRIPPLE AT EA.
USP LSTA 30 w/ (11) - 1 Od
(2) USP MSTAM36 STRAPS w/ (8) 10d
EXTERIOR STRUCTURAL
SHEATHING 7/16")
1-1/8" RIM BOARD
FLOOR TRUSS/
END OF OPENING
NAILED TO STUD
TO STUDS ABOVE PLATE
NAILS & (5) Y4" x 2 Y4" TAPCONS
(MIN.
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) 1 Od NAILS
TIE BEAM
@ 8"o.c.
FLOOR TRUSS/ I -JOIST SEE PLAN
MAY USE (2) SIMPSON MSTAM36 STRAPS y
TO RIM BOARD
& BOTT. CHORD
& (5) 1/4 TAPCONS.
USP LSTA30 FROM WINDOW
w/ (7) 1 Old NAILS & (4) Y4" x 2 Y4" TITENS
AJS BLOCKING PANEL @ 24"
CONTRACTOR MAY USE
JAMB TO FLOOR TRUSS/ SOLID
INSTEAD OF USP MSTAM36 STRAPS. IF
SCALE: 1 1/2"= V-0"
O.C. (MAX) AND @ EACH
SIMPSON (2) MSTAM36 W/ (7)
PROVIDE BLOCKING
BLOCKING BELOW.
WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" 1'- 0"
SEE SS FOR RETROFIT
GABLE END RIM JOIS
END OF WALL UNDER
1 Od NAILS & (4) Y4"xZY4" TAPCONS
BELOW JAMBS
SEE 8/D-2 FOR
ALT. CONDITION. DETAIL TO BE
STRAPS w/ (22) 1 Od NAILS OR (2)
SIMPSON MSTA36 STRAPS w/ (26) 10d
CONNECTION IF MSTAM36
SEE R/S6 FOR
CONNECTION INFO TO
CORNERS
(2) - 10d TOE NAILS
INSTEAD OF USP STRAP.
EITHER STRAP IS ADEQUATE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
OTHERWISE DETAIL CAN BE IGNORED
NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED
MASONRY WALL
EACH SIDE
IS INSTALLED). EITHER USP OR SIMPSON
STRAPS ARE ADEQUATE FRAMING ATTACHMENT
BLOCKING DETAIL r2
GIRDER/COL. CONN. @ 2nd FLOOR
HEADER CONN. @
2nd FLOORr_4_��
SCALE: 1/2" = V-0"
AS NOTED
SCALE: 3/4" V-0"
SCALE: 1/2" V-0"
SEE Q/S4 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
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
NOTCHED @ HEADER LOCATION SEE
(2) 2x8 OR (2) 2x6 TOP
REQ'D TYP-7 @ 24" O.C.
U SP LSTA24 W/(1 8)-1 Old NAILS
INFO BELOW ON CONNECTION OF
PLATE SEE PLAN
1I i" Al
2 - 2 x 4 SPF USP RS150 W/ MIN. 12" END
USP SPT4 W/ (6)-1 Od X 1 1/2'
SEE PLAN FOR CONN.
(CONTRACTOR MAY USE RTT CLIPS)
NAIL BACK
2x HEADER TO SIT
TOP PLATES LENGTH ON STUDS W/ (11) 1 Old
(1) USP LSTA30 STRAPS BENT
@ 24" O.C.
LEG OF CIPPLE TO
(2)
NAILS TO STUDS ABOVE & (111) 1 Od
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
-------
SEE PLAN FOR SIZE
2 x 4 #2 SPF STUDS
'j AT 16" O.C. U.N.C.
nD USP SPT22 W/ (6)-1 Od TO STUD &
W/ (22) 1 Od NAILS
(2) 2x HEADER SEE PLAN
11
NAILING AREA (TYP.)
HEADER FLUSH TO OUTSIDE
2x6 / 2x8 WALL BEYOND SEE
FLOOR PLAN FOR HEADER
(2) 2x HEADER �_@
(4) - 1 Od TO PLATE
MIN
I
SEE PLAN FOR
COL. SIZE
/�(2)
CONNECTION
SEE PLAN
5/8" A.B. @ 24" O.C. AND 6" FROM
(3) 2x #2 SPF STUDS @
INTERIOR HEADER
USP MSTA36 STRAPS CENTERED
EACH END W/ 7" EMBEDMENT. IF
END OF HEADER SEE Q/S4 FO
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
w/ (22) 1d 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 wl (26) 1 Od NAILS
PLATE SEE PLAN
CONNECTION DETAILS FOR
2 F EMBEDMENT PAST STEP.
x S P
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
FLOOR SYSTEM OR
(EITHER USP OR SIMPSON STRAPS
12d NAILS AT 6"
MORE INFORMATION
BLASE PLATE USP SPT4 EACH STUD
2x CRIPPLES@ 16" O.C.
OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE W1 MP3 CLIPS EACH SIDE
2-STY. FRAMING
ARE ADEQUATE)
O.C. TYP T & B
USP SPT6 OR
C I L-.,/ D B
PRE-ENGINEERED @ HEADER / JAMB CONDITION
FLOOR SYSTEM OR IF BUILT-UP STUDS ARE
W/ (2) 12d TOENAILS T/B
(2) 10d TOENAILS AT EACH END OF
BAND JOIST & BLKG.
(2) 2 x #2
SPT8 @ 24" o.c.
EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE
L TH 4
OR LVL GIRDER
SYP U.N.O.
IF-8-1 1 1,
-j
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.________1
INSTALLED TO EACH END
COL. SIZE
1) 2x SILL PLATE W/ (2) 12dTOENAILS.
2 x 4 �2'SPF STUDS
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
, -'- �1, : PLYWOOD ATTACHED PER
TYPICAL BLOCK WALL-------__,,
1, ., NAILING SCHEDULE
- - USP HTT45 BASE W/
AT 16" O.C. U.N.O. (2) 2x HEADER
OPENING LARGER THAN 4 ft (2) 2x SILL
FLOOR TRUSS/ WOIST SEE PLAN
W1, (18) 16d NAILS &
ANCHOR BOLT W/
BOX HEADER
SEE PLAN
TYP F
PLATE W1 MP3 CLIPS EACH SIDE
2 x 4 P.T. STUDS UNDER 2nd FLOOR HEADER
8
USP MSTAM36 STRAP(S)
CENTERED W/ (8) 1 Od NAILS
TIE BEAM
.7
.7 MIN. 6" EMBEDMENT
(2) 2x TOP PLATE
(2) LSTA12 WRAPPED UP
D 01
BASE PLATE ARE NOT REQ'D TO HAVE
& (5) 114 TAPCONS.
CONTRACTOR MAY USE
PROVIDE BLOCKING
AND OVER TOP
PLATE 2x CRIPPLES @ 16" O.C. W/ USP
SEE FOUND. PLAN FOR FTG. REQ.
CONNECTIONS. ATTACH STUDS w/ (3)
12d TOENAILS T&B
SIMPSON MSTAM36 W/ (7)
BELOW JAMBS
7
SPT22 & SPT24 (OR SPT4)
1 Od NAILS & (4),y4"x2,Y4"
\_L�SEE
CONNECTORS @TOP
PROVIDE EXTERIOR SHEATHING
ATTACHED PER NAILING SCHEDULE
2 ST. INT. BEARING WALL FOR EXTERIOR 2 STORY WALLS ONLY.
TAPCONS INSTEAD OF USP
STRAP. EITHER STRAP IS
ADEQUATE
FOUNDATION PLAN
FOR FTG. REQ.
2x CRIPPLES TO
MATCHJACK
PROVIDE (2) CRIPPLES BELOW
TO ANY GIRDER TRUSS IN THIS
SITUATION. CONNECT G.T. TO
STUDS W/ (2) - HTW20 TOP & (2)
AND EXTERIOR
SHEATHING CAN STOP ONCE UNDER
HEADER CONN.
2nd FLOOR r�6
STUDS BELOW
HTW20 @ BASE TO HEADER
LOWER ROOF.
2 STORY COL.
GIRDER r7
(IF CRIPLLES ARE LESS THAN
SCALE: 1/2" V-10"
SYSTEM 42
SCALE: 1/2" = V-0"
8" LONG NO STRAPS ARE
SCALE: 1/2" V-0"
REQ 'D)
—ADDITIONAL STRAPS
.,,,�SEE STANDARD
HEADER REQUIRED AT TOP PLATE
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION DETAILS FOR 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
SE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
(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
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
BENT OVER TOP PLATE
@ 24" O.C.
PER PLAN
SEE Q/S4 FOR
REQ'D JAMB INFO
OTHERWISE DETAIL
CAN BE IGNORED
---
THEN DOWN THE FACE OF
USP MP3 EACH END TYP.
H EADER/STU DS W/ (22) 1 Od
(2) 2x HEADER SEE PLAN
DOUBLE 2x4
FOR OPENINGS LESS THAN 4'-0" WIDE,
(1) USP LSTA30 STRAPS BENT
NAILS
2x CRIPPLES @ 16" O.C.
TOP PLATE
SILL MAY BE ATTACHED W/ (2) - 16d
OVER TOP PLATE THEN DOWN
USP SPT4 W/ (6)-1 Od X 1 1/2"
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) 10d NAILS
(2) - 2X SPF TOP PLATE
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
3" 0/
(2) 2x HEADER SEE PLAN
@END OF HEADER. SEE
EXTERIOR HEADERS
2x SILL PLATE W/ 12d
STUDS @ 16- O.C.
2x CRIPPLES @ 16" O.C.
INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
(1) (2) 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/ MP3 CLIPS EACH SIDE
(2) - 1 Od TOENAILS AT EACH A, .-il
(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/ 1 Od NAILS
IF OPENING IS GREATER THAN 4,
IS GREATER THAN 4 FEET
FEET BUT NOT EXCEEDING 6 FEET,
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
OF HEADER SEE Q/S4 FOR
A EACH END.
TOP OF 2x8 TO
INSTALLED AT EACH END
REQ'D JAMB INFO
FLOOR DECK
v
BLOCK OUT TOP
2x CRIPPLE AT EACH
USP LSTA30 CENTERED
(2) USP MSTAM36 STRAP(S)
FLOOR TRUSS/ I -JOIST SEE PLAN
PLATE ATTACH
END OF OPENING
W/(22) 10d NAILS
CENTERED W/ (8) 1 Old NAILS
2X CONT. RIBBON
W/ (2) 1 Old NAILS
NAILED TO STUD PACK
W/ 10d NAILS @ 8"ox.��
FLOOR DECK
& (5) 1/4 TAPCONS.
TIE BEAM
@ 3" O.C. 2x4 BEYOND DOUBLE
CONTRACTOR MAY USE
AGAINST 2x8 2x8 TOP
FLOOR TRUSS/ I -JOIST SEE PLAN
SIMPSON (2) MSTAM36 W1 (7)
PROVIDE BLOCKING
STUDS PLATE
SEE PLAN FOR BEAM
1 Od NAILS & (4),Y4"x2,Y4"
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'-0" LONG. TYPICAL
W/ HIGH BM
FLOOR
[DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: 1/2" = V-0"
SYSTEM 42
SCALE: 1/2" = V-0"
SCALE: 3/4" = V-101"
(D"'M
ZCI)
C3
—0
ZCD
Z�
Z
U
0 LU
V) Of
11� E
0
(a
U) Cl)
00
C)
0 C"4)
E
8
0) cf)
C cc ce)
T:S cl)
000
:5 1 CD
0
< 00)
U) 0.0
Lo 0,�t
cj
Al
&W.
C"-D-c
If
A
X,
...........
0
,N ......
2.
WW E
C;
0
Uj
v't C
0 11.0
43- -,N
12-6 $,?FLO
X
LL
OUESSIO
<
To the best of the Engineer's knowledge, information, and
awing co y wi I ui ng
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
C)
Z r*4
0 2 N
C)
Q
z
>
CY) C:,
U0 -0
v) v-
r
2: (A 0 IN
z
(1) — Ln
4C:L " U_
LL
>� � M
U (13 -1
< 00
z E
z
LU C) IT
W
_j C)
tD
0
Q� ce Z
LLJ Uj LL
z
ca z
U i,- mi 0
�
1E OR - 6
0z
z <Z U x
z<
�E 4 u, I �
z
0. &: W,
0. U 0 v)
U 0
ce 0
Uj 04
CD
'IT
z @
LLJ z
ce
C)
Ln
r14
r14
Lr)
U)
_j
0;�
uj;% 11
0
<
U �U_-` 2
or- - Lz. W
Z
LL1
z 8y Ria ri;j
LU 0 121 :0) 0
z
0
Uj
VMP
F- I LLI .1k 0
06
L>U 3 8
U)
LU 0 u- z
W< �-- 6 S
r*j Z
=) < W a
u- z
z
0
0
<
LU U,
he
CL x
c)
rf)
<
z
Uj
>
z
Uj
z
U)
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: ERAND
VERSION NO.
1525
JOB NO: 17-1426
SHEEr NO.
D2
THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
WEATHER
VE BARRIER
tARILY SECURE
WEATHER RESISTIVE
BARRIER
DOOR ROUGH OPENING
WEATHER
RESISITIVE
BARRIER
WOOD FRAME CONSTR.
EXTERIOR
SELF -ADHERED FLASHING 3/4"-l" BEAD OF CONSTR.
3 SHEATHING
BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER
OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN
WALL BY 6 IN. X, UP JAMB 6". USE LIQUID NAIL BRAND
G
OR EQUAL WEATHER PROOF CAULKING
WEATHER
SELF -ADHERED FLASHING
RESISITIVE
2
BARRIER
SEAL TOPS OF JOISTS
UNDER DECKING SUBIFLOOR
SELF -ADHERED FLASHING
(SEE DETAIL WP07)
HEAD FLASHING TIE-IN INSTRUXTIONS:
1 . Cut, fold up & temporarily secure weat
barrier above header to allow for flashing
installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
flashing and seal with tape
Scale: NTS
SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
AV
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
NAILING FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
E
kM
0
0
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
3/4"-l" BEAD OF CONSTR. EXTERIOR SHEATHING
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
I
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF-ADHER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
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
HERED 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.
BUILDING PAPER
WIRE LATH
1
0
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF
NEEDED IN CORNERS
THROUGH SELF -ADHERED
FLASHING
MIN
RUBBERIZED ASPHALT
RUBBERIZED ADHESIVE
ASPHALT ADHESIVE
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
INSIDE CORNER
Ground
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
FOUNDATION WEEP SCREED
OUTSIDE CORNER
DECK JOIST RNM
SCORED
RELEASE PAPER
(BEFORE FOLDING, SCOPE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
Water Resistant Barrier
Lath
Sheathing
Stucco
FLASHING REQUIREMENTS
R612.1 0 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 than 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, FMA/AAMA 200, or FMA/WDMA 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
Detail Instructions
Refer to the number marked as(Din each detail that corresponds to the numbered items in the list of
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 corner 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
with ASTMC1 063
Building Paper
-7/16" O.S.B.
sheathing
Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
WEEP SCREED DETAIL
NOT USED NOT USED NOT USED SCALE: NOT TO SCALE
",I I MIS e
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1 063
Building Paper
7/16" 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 corner will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
0 LO
Z �;
0
Z
Z
0
L/)
Q)
(D
4--J LU
C)
U
0 LU
E
0
to
to Cn
CINI
E
8
as
0 C0
tm M
C M Cl)
i! V co
0 04
.20
CLi
0
U 0
U_ co
. co
0 (a
_�x P
01-
< 0
0)
0.0
0 .t
a
< Ci
IN-C-B-D-C
a D"
U')
CD
C') 6
MZ 51
0 0 00
Z
r
Mr 4W
04
_J _J
U_ U_
co
CL LLJ
a- LLJ
C LL
U - -0
CO 0) =
CL
9
Z 0
� �
C)
-0
C CJ 0
to ? '. 2
W g 0
Co
.
Z
IL Im :9 - 8
'T < Ns
<
_.JI
C-4
W Lul
<
0
11:101:1
To the best of the Engineer's knowledge, information, and
belief, the structural pla ns 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.
C)
C)
Z 17�4
0 0) N
1,-4 4-J C:)
V) * 5 %D CD
> V) in
-4 0
Z
.4..r N
V) M Ln
0
(V - Ln
Z
L LL
a ---%
U-1 U CL 00
<
Z E
fu
Z
WUJ
_J CD
o, Z
0
LU u-
Z V)
LU U01 Z t2 2
U i,- � R, a 0
>. Z < 0
Z0
Z 0 0. Ix
Z < U X: <
i- Z Z �<_ Z
UZO :Zw
B
=)�:Uo
0*11
8 V)a WO
5! LU CNI
�M
CL 0 Z
= Z
LU
U)
Ln
Lr)
W
LU 0
UJI
W;%
113�
e..* S 0
<ZQO
Lu a 0 0 W
0
<
< Z
U �L-u ZM -m 2
ro- 0 W
'a
M
Z
Z
CL LL
Z Fy gxg �
uJ 25080
(1)
L1J
F_ 0
Q _J 3'. U
< _J
HWV6
>
0
M
Lu LU 0 Z a:(
W
< 20: 8
:D
>-
r".4
W 0
U, X u_ Z
Z
C)
V-
LU
LLI <
c)
rf)
Z
LLJ
Z <
>
Z
0
3:
14
_J
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1525
JOB NO: 17-1426
SHEET NO.
W P
I- -- - - - -
USP
Stock No-
A3
Florida Statewide
Product Approval No.
FL17244.1
Evaluation Report
Basis
ESR-3455
Simpson
Stock No.
A23
Florida Statewide
Product Approval No.
FL10446.2
Evaluation Report
Basis
ESR-2606
HD210-2
FL17232.3
ESR-3445
HU210-2
FL10655.20
ESR-2549
HD212-2
FL17232.3
ESR-3445
HU212-2
FL10655.23
ESR-2549
HD216
FL17232.3
ESR-3445
HU216
FL10655.29
ESR-2549
HD216-3
FL17232.3
ESR-3445
HU216-3
FL10655.29
ESR-2549
HD26
FL17232.2
ESR-3445
HU26
FL10655.31
ESR-2549
HD28-2
FL17232.3
ESR-3445
HU28-2
FL10655.34
ESR-2549
H D410
FL 17232.4
ESR-3445
H U410
F L 10655.44
ESR-2549
HD412
FL17232.4
ESR-3445
HU412
FL10655.45
ESR-2549
HD610
FL17232.4
ESR-3445
HU610
FL10655.51
ESR-2549
HD0410
FL17241.5
ESR-3444
HUCQ410
FL11468.11
SIM200804
HGA10KT
FL17236.6
ESR-3448
HGA10KT
FL11470.4
SIM200803
HGAM10KT
FL17699.1
Evaluation Report
HGAM10KT
FL11470.4
SIM200803
HHCP2
FL17236.7
ESR-3448
HCP2
FL10447.2
ESR-2551
HTA16
FL17680.2
Evaluation Report
HETA16
FL11473.5
SIM200802
HTA20-18
FL17680.2
Evaluation Report
HETA20
FL11473.5
SIM200802
HTT16
FL17324.1
Evaluation Report
HTT16
FL11496.1
ES-0130
HTT45
FL17324.1
Evaluation Report
HTT22
FL11496.1
ES-0130
HTT4
FL17219.2
ER-0200
HTS16
FL10456.22
ESR-2613
HTT5
FL 17219.2
E R-0200
HTS20
F L 10456.23
ESR-2613
HTW16
FL17244.8
ESR-3455
HTS24
FL10456.24
ESR-2613
HTW20
FL17244.8
ESR-3455
HTS30
FL10456.26
ESR-2613
HTW24
FL17244.8
ESR-3455
HTSM16
FL11473.11
SIM200802
HTW30
FL17244.8
ESR-3455
HTSM20
FL11473.11
SIM200802
HTWM16
FL6223.2
Evaluation Report
HGT2
FL10456.18
ESR-2613
HTWM20
FL6223.2
Evaluation Report
HGT3
FL10456.19
ESR-2613
HUGT2
FL6223.3
Evaluation Report
HUS210-2
FL10655.92
ESR-2549
HUGT3
FL6223.3
Evaluation Report
HUS212-2
FL10655.93
ESR-2549
HUS210-2
FL17232.7
ESR-3445
HUS26
FL10655.94
ESR-2549
HUS212-2
FL17232.7
ESR-3445
HUS28
FL10655.96
ESR-2549
HUS26
FL17232.7
ESR-3445
HUS28-2
FL10655.97
ESR-2549
HUS28
FL17232.7
ESR-3445
LU24
FL10655.103
ESR-2549
HUS28-2
FL17232.7
ESR-3445
LU26
FL10655.104
ESR-2549
JL24
FL17232.8
ESR-3445
LUS210-2
FL10655.107
ESR-2549
JL26
FL17232.8
ESR-3445
LUS24
FL10655.109
ESR-2549
JUS210-2
FL17232.12
ESR-3445
LUS26
FL10655A 11
ESR-2549
JUS24
FL17232.11
ESR-3445
LUS26-2
FL10655.112
ESR-2549
JUS26
FL17232.12
ESR-3445
LUS28
FL10655.113
ESR-2549
JUS26-2
FL17232.12
ESR-3445
LUS46
FL10655.118
ESR-2549
J US28
FL 17232.12
ESR-3445
LEG3
FL 10667.71
ESR-2615
JUS46
FL17232.12
ESR-3445
MST60
FL10852.7
ESR-2105
KLEG3
FL17241.15
ESR-3444
LSTA 12
FL10852.4
ESR-2105
KST260
FL17244.15
ESR-3455
LSTA15
FL10852.4
ESR-2105
LSTA12
FL17244.18
ESR-3455
LSTA18
FL10852.4
ESR-2105
LSTA15
FL17244.18
ESR-3455
LSTA24
FL10852.4
ESR-2105
LSTA18
FL17244.18
ESR-3455
LSTA30
FL10852.4
ESR-2105
LSTA24
FL17244.18
ESR-3455
LSTA36
FL10852.5
ESR-2105
LSTA30
FL17244.18
ESR-3455
LTT19
FL11496.3
ER-130
LSTA36
FL17244.18
ESR-3455
LTT20B
FL11496.3
ER-130
LTS19
FL17219.3
ER-0200
LTT131
FL11496.3
ER-130
LTS20B
FL17219.3
ER-0200
LTS12
FL10456.29
ESR-2613
LTT131
FL17219.3
ER-0200
LGT2
FL11470.7
SIM200803
LTW12
FL17244.8
ESR-3455
LS30
FL10446.15
ESR-2606
LUGT2
FL 17240.2
ESR-3447
A34
F L 10446.3
ESR-2606
MP3
FL17244.22
ESR-3455
LTP4
FL10446.19
ESR-2606
MP34
FL17244.23
ESR-3455
LS50
FL10446.16
ESR-2606
MP4F
FL17244.24
ESR-3455
WM1416
FL10667.86
ESR-2615
MP5
FL17244.22
ESR-3455
MSTA12
FL10852.8
ESR-2105
MPH3516
FL17240.3
ESR-3447
MSTA15
FL10852.8
ESR-2105
MSTA12
FL17244.18
ESR-3455
MSTA18
FL10852.9
ESR-2105
MSTA15
FL17244.18
ESR-3455
MSTA24
FL10852.9
ESR-2105
MSTA18
FL17244.18
ESR-3455
MSTA36
FL10852.9
ESR-2105
MSTA24
FL17244.18
ESR-3455
MSTC40
FL10852.11
ESR-2105
MSTA36
FL17244.18
ESR-3455
MSTC52
FL10852.11
ESR-2105
MSTC40
FL17244.26
ESR-3455
MTS12
FL10456.33
ESR-2613
MSTC52
FL17244.26
ESR-3455
MTS16
FL10456.34
ESR-2613
MTW 12
FL 17244.8
ESR-3455
MTS 18
F L10456.35
ESR-2613
MTW16
FL17244.8
ESR-3455
MTS20
FL10456.36
ESR-2613
MTW18
FL17244.8
ESR-3455
MGT
FL11470.9
SIM200803
MTW20
FL17244.8
ESR-3455
MBHA3.56/1 1 .25
FL10866.12
ESR-2616
MUGT15
FL17240.5
ESR-3447
MBHA3.56/16
FL10866.12
ESR-2616
NFM35X12
FL578.2
Evaluation Report
HDU2-SDS2.5
FL10441.4
ESR-2330
NFM35X16U
FL578.3
Evaluation Report
GLTV3.516
FL10667.8
ESR-2615
PAU44
FL17239.13
ESR-3449
FGTR
FL11473.2
SIM200802
PAU66
FL 17239.13
ESR-3449
CS 16
FL 10852.1
ESR-2105
PHD2A
F L 17219.4
E R-0200
H 1
FL10456.5
ESR-2613
PHXU3516
FL17241.20
ESR-3444
H10
FL10456.6
ESR-2613
RFUS
FL6223.5
Evaluation Report
H10-2
FL10456.7
ESR-2613
RS150
FL17244.27
ESR-3455
H10A
FL10456.6
ESR-2613
RT15
FL17236.11
ESR-3448
H3
FL10456.13
ESR-2613
RT16-2
FL17236.10
ESR-3448
H4
FL10456.14
ESR-2613
RT16A
FL 17236.10
ESR-3448
H5
FL 10456.15
ESR-2613
RT3A
FL17236.11
ESR-3448
H2.5
FL10456.11
ESR-2613
RT4
FL17236.11
ESR-3448
H2.5A
FL10456.12
ESR-2613
RT5
FL17236.11
ESR-3448
H8
FL11470.3
SIM200803
RT7
FL17236.11
ESR-3448
SP1
FL10456.41
ESR-2613
RT7A
FL17236.11
ESR-3448
SP2
FL10456.42
ESR-2613
RT8A
FL17236.11
ESR-3448
SP4
FL 10456.43
ESR-2613
SPT22
FL17244.30
ESR-3455
SP6
FL10456.44
ESR-2613
SPT24
FL17244.31
ESR-3455
SP8
FL10456.45
ESR-2613
S PT4
FL 17244.32
ESR-3455
S P H4
F L 10456.46
ESR-2613
SPT6
FL17244.32
ESR-3455
SPH6
FL10456.47
ESR-2613
SPT8
FL17244.32
ESR-3455
SPH8
FL10456.48
ESR-2613
SPTH4
FL17244.32
ESR-3455
U24
FL10655.141
ESR-2549
SPTH6
FL17244.32
ESR-3455
HHUS28-2
FL10655.3
ESR-2549
SPTH8
FL17244.32
ESR-3455
HHUS410
FL10655.4
ESR-2549
SUH24
FL17232.14
ESR-3445
HGUS5.25/12
FL11468.11
SIM200804
THD28
FL17232.17
ESR-3445
HGUS414
FL11468.10
SIM200804
THD28-2
FL17232.17
ESR-3445
HDQ8-SDS3
FL10441.1
ESR-2330
THD410
FL17232.17
ESR-3445
MSTAM24
FL11473.19
SIM200802
THD412
FL17232.17
ESR-3445
MSTAM36
FL11473.19
SIM200802
THD612
FL17232.17
ESR-3445
MSTCM40
FL11473.19
SIM200802
THDH414
FL17232.18
ESR-3445
HHETA20
FL11473.9
SIM200802
UGTS3F
FL2033.1
Evaluation Report
LGT3-SDS2.5
FL11470.7
SIM200803
UPHD8
FL17219.6
ER-0200
LGUM26-2
FL11473.12
SIM200802
PRODUCT APPROVAL SPECIFICATION SHEET
As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below I
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
product approval number for any of the applicable listed products.
Category/Subcategory
Manufacturer
Product Description
Approval Number s
()
Test Pressures
1. EXTERIOR DOORS
A. SWINGING
ThermaTru
Smooth -Star and Benchmark
FL15225.5
+67.0/-67.0 psf
ThermaTru
Premium, Construction Series and Benchmark
FL15225.6
+47.0/-47.0 psf
ThermaTru
Fiber Classic / Smooth Star
FL15000.1
+55.0/-55.0 psf
B. SLIDING
General Aluminum Company
Series 4201430
FL15332.1 - FL15332.5
+40.0/-40.0 psf
C. SECTIONAL
Clopay Building Products
Residential WindCode Doors W5 (8X7)
FL15279.37
+30.01-32.0 psf
Clopay Building Products
Residential WindCode Doors W5 (16X7)
FL15279.53
+30.0/-30.0 psf
Clopay Building Products
Residential WindCode Doors W6 (8X7)
FL15279.85
+38.0/-42.0 psf
Clopay Building Products
Residential WindCode Doors W6 (16X7)
FL15279.102
+37.0/-41.0 psf
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL11537.1
N/A (see inst sht)
2. WINDOWS
A. SINGLE HUNG
General Aluminum Company
Series 1550/1570
FL15217.4 - FL15217.5
+50.0/-55.0 psf
General Aluminum Company
Series 1900/1970
FL15217.7 - FL15217.9
+40.0/-50.0 psf
B. HORIZONTAL SLIDER
General Aluminum Company
Series 1580/1590
FL15288.1 - FL15288.2
+40.0/-50.0 psf
General Aluminum Company
Series 1980/1990
FL15288.3 - FL15288.4
+40.0/-50.0 psf
C. FIXED
General Aluminum Company
Series 1550/1570
FL15278.4 - FL15278.5
+40.0/-40.0 psf
General Aluminum Company
Series 1900/1970
FL15278.7 - FL15278.9
+40.0/-50.0 psf
D. MULLION
General Aluminum Company
1445, 5347 and 5547 Vertical Mullion
FL15333.7
N/A
E. OTHER
3. PANEL WALL
A. SIDING
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
FL13192.1 - FL13192.2
N/A
B. SOFFITS
Alside
Solid and Vented Soffit
FL15272.1 - FL15272.2
+70.0/-70.0 psf
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
Certain Teed Corporation
CT20 (and AR), Landmark 30/40 (and AR),
FL5444.1
N/A
XT25 (and AR), XT30 (and AR)
B. UNDERLAYMENTS
Tamko
151b Felt Underlayment
FL12328.6
N/A
HomeGuard Building Products, Inc
ToughSkin Synthethic Underlayments
FL21675.1
N/A
C. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL5219.1 - FL5219.3
NIA
Florida Metal Products, Inc
Vent RV10
FL2075.1
N/A
Lomanco, Inc
DA-4 Exahust Vent
FL17202.1
N/A
O'Hagin Manufacturing, LLC
O'Hagin's Cloakded Vent Tile
FL16588.1
N/A
E. ROOFING TILES
Boral Tile
Villa 900
FL7849.24 - FL7849.26
N/A
Boral Tile
Saxony 900
FL7849.13 - FL7849.16
N/A
F. OTHER
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL15076.1 - FL15076.2
N/A
Global Protection Products
GPP Fabric Shutter Series 2000
FL15088.1
N/A
Town and Country Industries
Safety Edge Storm Panels
FL12856.1
+54.0/-54.0 psf
All American Shutters
Galvanized Steel Storm Panels
FL17869.1
N/A
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
USP Structural Conn.
see chart
ANCHORS
Simpson Strong -Tie
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
N/A
MTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
C. ENGINEERED LUMBER
Boise Eng. Wood Prod.
Versa -Lam SP
FL1644.1
N/A
Boise Eng. Wood Prod.
Wood I -Joists ALLJOIST
FL1645.1
N/A
Weyerhaeuser
Engineered lumber -TJI
FL1630.1 - FL1630.11
N/A
Weyerhaeuser
iLevel Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.4
N/A
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
FL158.1
N/A
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774
N/A
Powers Steel, Inc.
PSbox8LT, PSbox8LT(5-5/8)
FL5450.1
NIA
Powers Steel, Inc.
PowerBOX8 Lintels
FL11383.1
N/A
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
available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of
the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection.
APPLICANT SIGNATURE
DATE
A.-
(3.)
U)
�
Cla
(1)
U
W
O
O
Q
C6
C
V
N
C
=3
C6
O
(�
O
O
O
Q�
o
U
L
!E
cuu)
-0
0
._
4S /� ��/
v!
Q
E
Z
Z
W
J
Cf)
E
fJ
=3
Z
C_
Cn
ICU
L_
r1
O
^
0
W
U
I-
O
L
LU
Z J
Z
Z
Q
J
d
SHEET
NO.
PA 1.0
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 2
1AM2017
FL#15225-R3
Code
Entity o
Date Dam
Date Pend Ina
Date
Type Versto
Manufacturer
Contact Enalneer & License
Validated BY Validated Submitted
FBC Aporoval
Approved
Status
Revision 2014
Therma-Tru Corporation
RickWright National Accreditation &
Ryon J. King, P.E. 06/2812015 06/1312015
07/0512015
Approved
Category. Exterior Doors
(419) 298-1740 Management I nstitute
(B1 3) 767-6555
SubCategory: Swinging Exterior Door Assemblies
rickw@rwbldgconsultants.
Compliance Method: Certification Mark or Listing
com
EIM 5
QualftyAssurance Approved for Use Approved
for Use
Impact
Design
Sao X
Product Model, Number or Name
Product Description
Contract Expiration Date in HVHZ
Outside HVHZ
Resistant
Pressu
5
a. "Smooth-Star" and " Benchmark by
6/8 and 8/0 Opaque and Glazed Fiberglass Door with
126112021 No
Yes
No
N/A
Therma-Tru"
and without Sidelites. Inswing and Outswing
6
1. "Premium Series", "Construction
e/8 arid &0 Opaque and Glazed Steel Door with
12/31=1 No
Yes
No
N/A
Series" and "Benchmark by Therma-Tru"
Transorns. With and without Sidelites. Inswing and
with Transoms
Outswing
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
FLA527"4
2292 Entity a
Versio Manufacturer Contact Engineer & License Validated By
Revision 2014 Clopay Building Products Company Mark Westerfield I ntertek Testing Services NA,
Approved Category- Exterior Doors (513) 770-6062 Inc. (513) 519-6566
Subcategory: Sectional Exterior Door Assemblies nwmsterfieid@clopay.com
Compliance Method: Certification Mark or Listing
FL#15279-R4 Products
Page I of I
119f2017
292 202 Date Pending 20
Validated Submitted FBC Approval Approved Status
Gary Pfuehler 08/1212015 03119Q015 06/21/2015
Quality Assurance Approved
for Use
Approved for Use
Impact
Design
S_#
Product Model, Number or Name
Product Description
Contract piration Date
in HVHZ
Outside HVHZ
Resistant
Pressure
37
037\&6-09 PAN-21`151: 84A, 94. 73, 75,1500,190, 76,
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide)
05/21/2028
No
Yes
No
+30 PSF/-32
76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B,
W NDCODE 74; W5 Garage Door
PSF
42B, 55S, GD5S, GD5SV, GR5S. GR5SV. AR5S, AR5SV,
ED5S,ED5SV
53
053W5-16 PAN-2F153:84A, 94,73,75,1500,190,4RST,
Steel Pan (min. 25 ga.) Double -Car (912"to 160"
05/21/2028
No
Yes
No
+30 PSFI-30
4RSF, 6RST, 6RSF, 48,42,55, 48B. 42B. 55S, GD5S,
wide) WI NDCODE 74; W5 Garage Door
PSF
GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV
85
085 WB-09 PAN-21`1 53: 73. 75, 84A, 94, 42, 48, 42B, 48B,
Steel Pan (mn. 25 ga.) Single -Car (up to 9'Y'wide)
05121/2028
No
Yes
No
+38 PSF/-42
4RST, 6RST, GD5S, GR5S, AR5S, ED5S
W NDCODE 74; W6 Garage Door
PSF
102
102 W611 6 PAN-21`1 53: 73, 75, 84A, 94, 42, 48, 428, 48B,
Steel Pan (min. 25 ga.) Double -Car (97' to 167,
05/21/2028
No
Yes
No
+37 PSF/41
4RST, 6RST, GD5S, GRSS, AR5S, ED5S
wide) WNDCODE® W6 Garage Door
PSF
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
1/9=17
FLO15288-R2
9291
Entity or
291 292
Date Pendina
IM Yersio
Manufacture
Contact Engineer & License
Validated By
Validated Submitted
FSC Approval
Approved
Status
Affirmation 2014
MI Windows and Doors
Brent Siffinger Luis Roberto Lomas
Steven M. Urich, PE
04/3012015 04/30/2015
05/10/2015
Approved
Category: Windows
(717) 365-3300 PE-62514
(717) 3117-84�
Subcategory: Horizontal SlWer
bsitlinger@mKvd.com
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#1 5288-R2 Products
§201
Product Model. Number or Namt
Product Description
Quality Assurance
Contract Expiration
Approved for Use AoDroved
Date in HVHZ Outside
for Use
HVH1Z
Imoact
Resistant
Design
Pressure
1
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
12/31/2017
No
Yes
No
N/A
72)(54
2
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
12/31/2017
No
Yes
No
N/A
72)(54
3
SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM XOX HORIZONTAL
12/31 t2017
No
Yes
No
N/A
SLIDER 1 O8X48
4
SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM XOX HORIZONTAL
1213112017
No
Yes
No
N/A
SLIDER
FL#13192-R4
Code
Type Versio Manufacture
Revision 2014 James Hardie Building Products, Inc.
Category: Panel Walls
Subcategory: Siding
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FLAM3192-R4 Products
§29.9 ct Model, Number or Name
1 Cemplank Lap Siding
2 HardiePlank Lap Siding
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity a
Contact Engineer & License
Pingsheng Zhu Ronald 1. Ogawa
(909) 349-2927 PE-24121
pingsheng.zhu@jameshar
die.corn
Product Description
fiber-oament lap siding
fiber-oerrient lap siding
Validated BY
John Southard, P.E.
(352) 367-2528
Page 1 of 2
1/9n017
Date Date Date Pending Daft
Validated Submitted FBC Approval Approved Status
08126/2015 08/17/2015 09K17/2015 10/1&W15 Approved
Quality Assurance Aporoved for Use Approved for Use Impact Design
Contract Expiration Q= In HVHZ Outside HVHZ Resistant Pressure
M/01/2018 Yes Yes N/A N/A
01/01/2018 Yes Yes N/A NIA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of I
1/9/2017
FLX15W0-R2
2292 Entity or 20 210 Date Pend [no 20
Versig Manufacturer Contact Engineer & License YWISIMM Validated Submitted FBC Approval Awroved Status
Revision 2014 Therma-Tru Corporation RickWright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28t2015 05/29/2015 07/05=15 08/19/2015 Approved
Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555
Subcategory. Swinging Exterior Door Assemblies rickvQrwbldgconsuftants.
Compliance Method: Evaluation Report from a com
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#i5000-R2 Products
Quality Assurance Approved for Use Approved toy Use Impact Design
Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure
1 a. &quat;Fiber-Classic" or "Smooth-Star&quat; 6'8 "Non-Impact" Opaque Fiberglass 12131/2018 Yes Yes No N/A
Door with & without Sidelite(s) - Outswing (X OX
or XO, OXO, X)� OXXO Configurations)
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
FLX1f537-R6
2292
Entity or
Versio
Manufacturer
Contact Eno ineer & License
Revision 2014
CURRIES Division of AADG, Inc
Nelson Kraschel UL LLC
Category: Exterior Doors
(641) 423-1334
Subcategory: Exterior Door Components
nelson. kraschel@doorgro
Compliance Method: Certification Mark or Listing
up.com
FL#1 1537-R6 Products
Sea #
Product Model, Number or Name
Product Descripdon
1
607, 707, 727, 747, and 847 Single and Pairs of Doors
Flush, Glazed, and Louvered single and pairs of
hollow metal doors.
2
M, CM, and G Series Frames
Three sided and four sided single and pairs of
frames. Tansom frames.
Validated By
Ted Berman, PE
(305) 868-A707
Page 1 of 1
1/10/2017
20 20 Date Pending 20
Validated Submitted FBC Aooroyall Approved status
07/21/2015 07/21/2015 07/27/2015 Approved
Quality Assurance
Contract Exoiratlon Date
12/31/2017
Aporoved for Use
In HVHZ
Yes
Approved for Use
Outside HVHZ
Yes
Impact
Resistant
Yes
Design
Pressure
N/A
12/31/2017
Yes
Yes
Yes
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pagelol`3
I/g/2017
FL$1 5278-R4
Code Entity o Date Date Date Pandina Date
T_ Versio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status
Revision 2014 MI Windows and Doors Brent Sitfinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08131/2015 09/05/2015 10/16/2015 Approved
Category: Windows (717) 365-3300 PE-62514 (717) 317-8454
Subcategory,. Fixed
bsrdinger@mK-A.com
Compliance Method: Evaluation Report from a
Florida Registered Architect: or a Licensed Florida
Professional Engineer
ELAM
Products
Sao #
Product Model. Number or Name
Product Descriutlon
4
SERIES GA 195 ALUMINUM PW
SERIES GA 195 ALUMINUM PWNl96X48 FIN
5
SERIES GA 195 ALUMINUM PW
SERIES CA 195 ALUMINUM PWN172X72
FLANGE
7
SERIES GA 195 ALUMINUM PW
SERIES GA 195 ALUMINUM PWN196X48
FLANGE
8
SERIES GA 275 THERMALLY BROKEN ALUMINUM
PW SERIES GA 275 THERMALLY BROKEN ALUMINUM
PW NI 72X72 FIN
9
SERIES GA 505 ALUMINUM PW
SERIES GA 505 ALUMINUM PWN172X72 FIN
FL#15272-R!
2212
Versio
Manufacturer
Revision 2014
Alside
Category'. Panel Walls
Subcategory: Soffits
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#15272-Rl Products
Product Model. Number or Name
a. "2T" Soffit
2
b. "AIIianceT4" Soffit
larr=
1261/2017
No
Yes
No
N/A
12131/2017
No
Yes
No
NIA
12131/2017
No
Yes
No
N/A
l2t3l/2017
No
Yes
No
N/A
12131/2017
No
Yes
No
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
1/9=17
Entity or 20 20 Date Pend Ina 20
Contact Enalneer & License Validated By Validated Submitted FBC Apiproval Approved Status
NickThompson Lyndon F. Schmidt P.E. Ryan J. King, P.E. 0=3=15 02M 9/2015 0310112015 04115/2015 Approved
(330) 9M-7389 PE-43409 (813) 767-6555
nthompson@atside.00m
Quality Assurance Approved for Use Approved for Use Impact Design
Product Description Contract Expiration Date in HVHZ Outside HVKZ Reslata Pressure
Vent or Solid Vinyl Soffit 12t3l/201 6 No Yes No NIA
Vent or Solid Vinyl Soffit 12t3l/2018 No Yes No N/A
FL#115332-R3 Products
s" 0
Product Model, Number or Nam
4
SERIES 420 ALUMINUM SGD REINFORCED
5
SERIES 420 ALUMINUM SGID REINFORCED
7
SERIES 420 REINFORCED ALUMINUM SGD
8
SERIES 430/440 ALUMINUM SGD
9
SERIES 430/440 REINFORCED ALUMINUM SGD
FL#1 5217-R4
2292
I= YIW2
Manufacturer
Revision 2014
MI Windows and Doors
Category: Windows
Subcategory- Single Hung
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#15217-R4 Products
Sao #
Product Model. Number or Name
4
SERIES GA 195 ALUMINUM SH
5
SERIES GA 195 ALUMINUM SH
7
SERIES GA 195 ALUMINUM SH
8
SERIES GA 195 ALUMINUM TRIPLE SH
9
SERIES GA 195 ALUMINUM TWIN SH
FLO15333-R2
920
Versio Manufacture
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
FLX15333-R2 Products
Sao # Product Model, Number or Name
7 1445,5347 AND 5547 VERTICAL MULLION
FL#5444-R10
9992
Uld Versio Manufacturer
Revision 2014 CertainTeed Corporation -Roofing
Category: Roofing
Subcategory: Asphalt Shingles
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#5444-R10 Products
§M9 Product Model. Number or Name
1 CertainTeed Asphalt Roofing Shingles
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Product Description
SERIES 420 ALUMINUM SGID REINFORCED OX
XO, )0(96&quat;x96"
SERIES 420 ALUMINUM SGD REINFORCEDXKX
143"x96"
SERIES 420 REINFORCED ALUMINUM SGID OXO
146"x96"
SERIES 430/440 ALUMINUM SGD XXX
143"x8O" NOWREINFORCED
SERIES 430/440 REINFORCED ALUMINUM SGID
XXX 143"x96"
Page 1 of 2
1/912017
Quality Assurance Approved
for Use
Aporoved for U
Impact
Design
Contract Expiration
In HVHZ
Outside HVHZ
Resistant
Pressure
12/3112017
No
Yes
No
N/A
1261/2017
No
Yes
No
N/A
12(31/2017
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 o
Conta Engineer & License
Brent Sitfinger Luis Roberto Lomas
(717) 365-3300 PE-62514
bsMinger@mKvd.com
Product Description
SERIES GA 195 ALUMINUM SH NI 44X84
SERIES GA 195 ALUMINUM SH NI 54)(72
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 Ely
Steven M. Urich, PE
(717) 317-8454
Page I of 2
1/9Q017
292 20 Date Pending 20
Validated Submitted FSC Approval Approved Status
06/30/2015 06/2512015 07/06/2015 06tig/2015 Approved
Quality Assurance
Contract ExpinitonlM
Approved for Use
In HVHZ
No
Approved for Use
Outside HVHZ
Yes
Impact
Resistant
No
Design
Pressure
N/A
12131/2017
12131/2017
No
Yes
No
N/A
12/31/2017
No
Yes
No
N/A
1213112017
No
Yes
No
N/A
12/31/2017
No
Yes
No
NIA
Florida Department of Business& Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Contact 9WWLqKA1J0=
Brent Sitfinger Luis Roberto Lomas
(717) 365-3300 Pe-62514
bsitlinger@mMd,com
Product QescrI2=
1445,5347 AND 5547 VERTICAL MULLION
Validated By
Steven M. Urich, PE
(717) 317-8454
Page I of 1
1/snolll
2m 20 Date Pending
Validated Submitted FBC Approval Approved Status
0609/2015 06/19/2015 07/05/2015 08/19/2015 Approved
Quality Assurance ApDroved for Use Approved for Use Impact Design
Contract Expiration QW In HVHZ Outsode HVHIZ Resistant Pressure
12t31/2017 No Yes Yes N/A
Florida Department of Business & Professional Regulation Page 1 or 2
Building Codes and Standards 1/9r2017
Product Approval Application Detail
Entity a 20 M Date Pending 20
Contact Engineer & License Mitsm Validated Submitted FBC Approval Approved Status
Mark Harrier Robert Nierninen John W. Knezevich, PE 12J1412018 12/08/2018 12/1512016 Pending FBC Approval
(610) 851-5847 PE-59168 (954) 772-6224
markd.harner@saint-gob
ain.00m
Quality Assurance Aooroyed for Use Apgroved for use Impact Design
Product Description Contract Expiration Q= In HVHZ Outside HV`HZ Resistant Pressure
3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A
architectural asphalt roof shingles
cn
C-
-0-4
CL
=
0
-0
0
(D
C
CL
C13
-0
-ii.-
(L)
-
C/)
CU
-cu
C/)
C
0
2-2
25-
C
Z5
3:
C
=
0
0
i;_"
CU
LL
,-
C)
-
CU
>
Cl)
-10
(D
E
L_
cp
0
L_
J=_
CU
CIO
U)
cl
Z
Z
W
0111
W
0
CIO
U)
CC
0
0
C)
cin
CD
U)
ICU
M
<
ICU
Ljj
Z
Z
a -
SHEET NO.
PA 1.
[IF, �
001
Florida Department of Business & Professional Regulation Page 1 of 3
Building Codes and Standards 1/9/2017
Product Approval Application Detail
Approved for Use Approved for Use Im pact Design
Product Descriodoll Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure
Asphalt saturated organic fell 01/07/2019 No yes N/A N/A
Search Criteria
Code Version:
2014
FLt
12328
Application Type:
ALL
Product Manufacturer:
ALL
Category:
ALL
Subcategory:
ALL
Application Status:
ALL
Compliance Method:
ALL
Quality Assurance Entity Contract Expired:
ALL
Product Mode(, Number or Name:
ALL
Product Description:
ALL
Approved for use In HV`HZ:
ALL
Approved for use outside HVHZ:
ALL
Impact Resistant
ALL
Design Pressure:
ALL
Date From:
ALL
Date To:
ALL
FL#2075-R7
9292
Versto Manufacturer
Affirmation 2014 Florida Metal Products Inc.
Category. Roofing
SubCategory. Roofing Accessories that are an
Integral Part of the Roofing System
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#2075-R7 Products
22" Product Model. Number or Name
1 RVIO
F
Code
T Versio
Manufacture
Revision 2014
Boral Roofing Monierl-ifietile
Category. Roofing
SubCategory,. Roofing Tiles
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#7049-R9 Products
S_ #
Product Model, Number or Name
13
Saxony 700 -Shake, Slate & Split Shake
14
Saxony 900 - Country Sate, Shake & Slate
15
Saxony 900 - Country Slate, Shake, Slate & Split
Shake
16
Saxony 900 - Hartford Slate, Split Old English Thatch,
Shake, Sate, Country Slate
24
Villa 900
95
Villa 900
26
Villa 900
FLA285"5
Code
YICWg
Manufacturer
Revision 2014
Town and Country Industries,
Category: Shutters
SubCategory*. Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#i2856-RS Products
AW
Product Model. Number or Name
1
0.050", Aluminum Storm Panel
2
"Safety Edge" Storm Panels
3
24ga Steel Storm Panel
4
Aluminum Hinged Storm Panel
Florida Department of Business & Professional Regulation Page i of I
Building Codes and Standards 1/912017
Product Approval Application Detail
Entity o 20 20 Data Pending
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status
Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL O2f27/2015 02t27/2015 03/09/2015 Approved
(904) 7&9-8400 (786) 315-2590
clark@flamco.com
Quality Assurance Approved for Use AppToyed for Use Impact Design
Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure
RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes yes N/A NIA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
contact Engineer & License Validated BV
Thomas ICC Evaluation Service, LLC Gary W. Walker
(602) 269-2288 (205) 854-0160
thomas.jernmett@boral.co
m
Product Description
Flat Profile - Stockton
Flay Profile - Henderson
Flat Profile - Lake Wales
Flat Profile - Stockton
Medium Profile - Lake Wales
Medium Profile - Denver
Medium Profile - Stockton
Page 1 of 3
1/9/2017
Date Date Date Pendina Date
Validated Submitted FBC Approval Approved Status
09/1012015 08/25/2015 09/20/2015 Approved
Quality Assurance Approved
for Use
Approved for U
Impact
Deslan
Contract Expiration Date
in HVHZ
Outside HVHZ
Resistant
Pressure
12131/2018
No
Yes
N/A
N/A
12/31/2018
No
Yes
N/A
N/A
12/31/2018
No
Yes
N/A
N/A
12131/2018
No
Yes
NIA
N/A
12t3l/2018
No
Yes
N/A
NIA
12/31/2018
No
Yes
N/A
NIA
12/31/2018
No
Yes
N/A
NIA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 1
1/WO17
Entity a 292 210 Date Pend Ina
Contact Engineer & LIcens Validated By Validated Submitted FBCApproval Approved Status
Tom Johnston Frank 1. Bennardo ORLANDO L. BLANCO, D4129/2015 04/28/2015 05104/2015 06/22/2015 Approved
(954) 493-8551 PE-0046549 P.E.
tomj@tc-alum.com (305) 510-8531
Product )escriotlon
0.050" Aluminum Storm Panel with Optional
Clear Panels
&qucyt;Safety Edge" Storm Panels, 289a
(0.01 8&quat ") Steel, 0.022" Alum (Perf
and Non-Pe�, Clear Polycarb (Full and Halo
24ga (0.0232&quat;) Steel Storm Panel with Optional
Clear Panels
.050&quat; Aluminum Non -Porous Hinged Storm
Panel
Quality Assurance
Contract Expiration
12131/2018
Approved for Use
in FIVHZ
No
Approved for Use
Outside HVHZ
Yes
Impact
Resistant
Yes
Design
Pressure
N/A
1213112018
No
Yes
Yes
+54/-54
12/31/2018
No
Yes
Yes
+100/-100
IM1/2018
Yes
Yes
Yes
N/A
FL#21675-RO
9991
I= yj=
Manufacturer
New 2014
HomeGuard Building Products, Inc.
Approved
Category: Roofing
SubCategory: Underlayments
Compliance Method: Evaluation Report from a
FLA21675-RO
Product Evaluation Entity
Products
22"
Product Model. Number or Name
I
ToughSkin Synthetic Underlayrrients
FL#17202-Rl
2292
TvDe YMIlg Manufacturer
Revision 2014 Lomanco, Inc
Category: Roofing
Subcategory: Roofing Accessories that are an
Integral Part of the Roofing System
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#17ZO2-RI Products
AW Product Model. Number or Name
I Deck -Air- DA-4
2 OmniRidge®, PRO Vent PR04-N
FL#15076-R3
220
I= Versio
Manufacture
Revision 2014
Global Protection Products, LLC.
Category: Shutters
SubCategory: Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#15076-R3 Products
a%mj
Product Model, Number or Name
1
20 Gage Galvanized Steel Storm PaneIs1HVHZ
2
24 Gage Galvanized Steel Storm PanelsINHVHZ
FLIM5076-R4
2292
Versio Manufacture
Revision 2014 Global Protection Products, LLC.
Category: Shutters
Subcategory: Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#1 507 -R4 Products
Product Model, Number or Name
1 20 Gage Galvanized Steel Storm PaneIsfHVHZ
2 24 Gage Galvanized Steel Storm Panels/NHVHZ
FL*17869-RO
2292
Versic Manufacture
Now 2014 All American Shutters and Glass
Category'. Shutters
Subcategory: Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#17 I-RO Products
seq # Product Model. Number or Name
1 22ga, 24gat Steel Panels
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 1
202017
Entity or 20 Date Pend Ina 20
contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status
John Cheslak I ntertek Testing Services NA, Intertek'resting Services 02101/2017 01/2512017 02t0312017
(904) 240-1382 Inc. NA, InCL
john.cheslak@hgwrap.00 (604) 520-3321
m
Quality Assurance Approved for Use Aporoved for Use Impact Design
Product Description contract QMW1WMS= In HVH1Z Outside HVHIZ Resistant Pressure
ToughSkin 15, ToughSkin 20, Tough,%in 25, 01101/2018 No Yes N/A NIA
ToughSkin 30, ToughSIdn 50
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of I
11100017
Entity or
291 Date Date Pendina
20
Contact Enalneer & License
Validated By Validated Submitted FBC Approval
Approved
Status
AndrewCarter James L_ Buckner, P.E.
Steven M. Unch, PE 05/01/2015 05/0112015 05/1042015
06/22(2015
Approved
(501) 982-6511 PE-31242
(717) 317-8454
acarter@lonianco.com
Product Description
Quality Assurance Approved for Use Approved for Use
Contract Expiration In HVKZ Outside HV`HZ
Impact
Resistant
Design
PrAssure
LcwProfile, Polypropylene Plastic, Roof Vent
-Date
07/1012019 No Yes
No
+97.5/-97.5
Mechanically Attached to Plywood Deck.
Molded Plastic, Roof Ridge Vent Mechanically
07/10/2019 No Yes
No
+NfA/-1 65
Attached to OSB or Plywood Deck -
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
1/9Q017
Entity or 2= 292 Date Pending
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status
Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezovich, PE 05/06/2015 0412412015 05/11/2015 06r2=015 Approved
(954) 689-7545 PE-44167 (954) 772-6224
tim.robirson@gppentcom
Quality Assurance Approved for Use Aporoved for Use Im pact Deslan
Product Description Contract Expiration In HVHZ outSIdq+fVFlZ Resistant Pressure
Corrugated Galvanized Steel Storm Panels retained 12f31/2017 Yes Yes Yes N/A
or not by tracks to provide hurricane protection.
Corrugated Galvanized Steel Storm Panels retained 12t3l/2017 No Yes Yes N/A
or not by tracks to provide hurricane protection.
Entity o 20 Daft Pendina 20
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status
Tim Robinson Walter A. Tillit Jr., P. E. John W. Knezevich, PE 12/21/2016 12121/2016 Validated
(954) 689-7545 PE-44167 (954) 772-6224
tim.robinson@gppent.com
Design
Pressure
Corrugated Galvanized Steel Storm Panels retained 126112017 Yes Yes Yes N/A
or not by tracks to provide hurricane protection.
Corrugated Galvanized Steel Storm Panels retained 1213112017 No Yes Yes N/A
or not by tracks to provide hurricane protection.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 2
1WO17
Entity o Date Date Pend Ina
Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status
Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08118/2015 Approved
(561) 712,9882 PE-0048549 (954) 394-8521
mikeb@allarriericarishutte
rs-com
Quality Assurance Approved for Use Approved for Use Impact Design
Product Description Contract ExplraUon Date In HVHZ Outside HVHZ Resistant Pressure
22ga. 24ga Steel Storm Panels 12/31/2017 No yes Yes N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
FL#5219-R3
Code
Entity or
Versio
Manufacture
Contact Enalneer & License
Revision 2014
Thompson Architectural Metals Company, I ric.
Switt Brown James L. Buckner
Category: Roofing
(813) 248-3456 PE-31242
SubCategory: Roofing Accessories that are an
flvalidation@yahoo.com
Integral Part of the Roofing System
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#5219-R3
Products
22"
Product Model, Number or Name
Product Description
1
1- "FlatTop Off Ridge Vent with Baffle for Tile"
Minimum 26 Gauge Steel, Nominal 4', 6'.
8', or 10' Wide Off Ridge Vent Attached to
Wood Deck
2
2- "Round Top Off Ridge Vent Wth Baffle for
Minimum 26 Gauge Steel, Nominal 4', 6',
Tile"
8', or 10' Wide Off Ridge Vent Attached to
Wood Deck
3
3- "Standard Off Ridge Vent with Permanent Baffle
Minimum 26 Gauge Steel, Nominal 4', 6',
for Shingles"
8', or 10' Wide Off Ridge Vent Attached'�
Wood Deck
FL#1658MI
Code
IM Versio Manufacture
Affirmation 2014 O'Hagin Manufacturing, LLC
Category. Roofing
SubCategorf. Roofing Accessories that are an
Integral Part of the Roofing System
Compliance Method: Certification Mark or Listing
FL#165WR1 Products
S-9 Product Model, Number or Name
1 O'Hagin's Cloaked Vent Tile
FL#15M-R1
Code
Versio Manufacturer
Revision 2014 Global Protection Products, U.C.
Category: Shutters
Subcategory: Fabric Storm Panel
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#15088-Rl Products
§MA Product Model, Number or Name
1 GPP FABRIC SHUTTER -SERIES 2000
FL#1999-R5
Versio
Manufacture
Revision 2014
ITW Building Components Group Inc. I Paslode
Category'. Structural Components
SubCategory: Truss Plates
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#1"9-R5 Products
S_ #
Product Model, Number or Name
1
ITW BCG Higher Strength (H & S)
2
ITW BCG Hinge Plate
3
11W BCG Trulox
4
ITW BCG Wave
Validated Sit
Steven M. Urich, PE
(717) 317-8454
Page 1 of i
IISQO17
29a 202 Date Pendina 20
Validated Submitted FBC: Approval Approved 111211A
05/01/2015 04/29/2015 05/1012015 06123f2015 Approved
Quality Assurance Approved for Use Approved for Use Impact Design
Contract Expiration Date In HVHZ Outside HVKZ Resistant Pressure
12/31/2019 No yes No N/A
12/31/2019 No Yes No N/A
12/31/2019 No Yes No NIA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 or I
1/10/2017
Entity or Daba Pendina Dato
20 20
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status
Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 08/25/2015 Approved
(707) 872-36M (305) 868-4707
gdaniels@ohagin.com
Quality Assurance Approved for Use Approved for Use Impact Deslan
Product Description Contract Expiration Date In HVHZ Outside HVHIZ Resistant Pressu
Attic Ventilation Product for tile roofing applicabons 0004t2018 Yes Yes N/A N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
I/WO17
Entity or Date Date Pending
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved
Tim Robinson Walter& Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05103/2015 06/23/2015 Approved
(954) 689-7545 PE-44167 (9U) 772-6224
tim.robinson@gppenteom
Quality Assurance Approved for Use Approved for Use Impact Design
Product Description Contract Expirittion Date in HVHZ Outside HVHZ Resistant Pressure
Coated Polyethylene Fabric Panels retained by tracks 12131/2017 No Yes Yes N/A
or direct mounted to provide hurricane protection.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 1
IM017
Entity or
2& 20
Date Pend Ina
20
Contact
Eno Ineer & License Validated By
Validated Submitted
E22AR2L9.,al
Approved
Stuart Lewis
ICC Evaluation Service, LLC Wiliam M. Ranieri, PE
03/25/2015 03/20/2015
03/29/2015
Approved
(B47) 918-6473
(407) 681-1917
steWs@alpineitw.com
Quality Assurance
Approved for Use Approved
for Use
Im Pact
Design
Product Description
Contract Expiration Date in HVHZ
Outside HVNZ
Resistant
Pressure
Metal Connector Plate
12/31/2020
Yes
Yes
N/A
N/A
Metal Connector Plate
1213112020
Yes
Yes
N/A
NIA
Metal Connector Plate
12/31/2020
Yes
Yes
N/A
N/A
Metal Connector Plate
12131/2020
Yes
Yes
N/A
NIA
CD
.9_—
Cn
-0
>
a)
(D
2
CL
0-
2
co
cf)
C
W
=3
-0
CTJ
0
—C'0
-0
Cj)
-0
C)
2
CD-
=
0
C)
ICU
C)
CU
E
C)
CU
>
2)
C/)
iE
C/)
ICU
"o
Cc
_#�
C:)-
U)
Z
Z
W
CIO
<
cin
C_
ICU
>
0
-4-0
0
Cn 0-
Q)
U)
ICU
00
<
ICU
Uj
(D
Z
Z
a_
SHEET NO.
PA 1, 2.
wk
FL#2197-R
Manufacturer
Revision 2014
MiTek Industries, Inc.
Category: Structural Components
Subcategory: Truss Rates
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#2197-R5 Products
seo x
Product Model, Number or Name
1
M18SHS
2
Mil 16
3
MT18HS
4
MT20
5
MT20HS
FL#1630-RS
220
Versig Manufacturer
Revision 2014 Weyerhaeuser
Category. Structural Components
Subcategory'. Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FLX1 630-RO Products
Product Model, Number or Name
1 TJI 110
2 TJI 210
3 TJI 230
4 TJI 360
5 TJI 560
6 TJI/560D
Florida Department of Business & Professional Regulation
Page 1 of I
Building Codes and Standards
1/9/2017
Product Approval Application Detail
Entity o 2111k 20 DatePendino
Contact Enalneer & License Validated By Validated Submitted FBC Approval
Approved Status
David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11f2015
07105/2015 Approved
(314) 851-7480 U-C.
dvwert@mii.com (205) 599-9800
Quality Assurance Approved
for Use
Approved for Use
Im pa
Design
Product Description
Contract Expiration Date
In HVHZ
Outside HVIjZ
Resistant
Pressure
18 ga. super high strength truss connector plate
12/31/2017
7e;,—
Yes
N/A
N/A
16 ga. truss connector plate
12131/2017
Yes
Yes
N/A
NIA
18 ga. high strength truss connector plate
12131/2017
Yes
Yes
N/A
N/A
20 ga. truss connector plate
12/31/2017
Yes
Yes
N/A
N/A
20 ga. high strength truss connector plate
12/31/2017
Yes
Yes
N/A
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
1/912017
Entity o 2& 20 Data Pending 20
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Statu
Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P. E. 07/06/M15 05/1212015 07/30/2015 Approved
(253) 924-4084 (608) 839-1344
jim.anderson2@vveyerhae
user.corn
Quality Assurance
Approved for Use
Approved for Use
Impa
Design
Product Descriiation
Contract Expiration 20
n HVHZ
Outside HVKZ
Resistant
Pressure
Prefabricated Wood I -joist
03/31/2017
No
Yes
N/A
NfA
Prefabricated Wood 1-joist
03/31/2017
No
Yes
N/A
N/A
Prefabricated Wood I -joist
03131/2017
No
Yes
N/A
N/A
Prefabricated Wood I -joist
03/31/2017
No
Yes
N/A
N/A
Prefabricated Wood I -joist
03/31/2017
No
Yes
N/A
N/A
Prefabricated Wood I -joist
03/31/2017
No
Yes
N/A
N/A
FL#1644-R4
ago
I= Y&Cp!2 Manufacturer
Revision 2014 Boise Engineered Wood Products
Category: Structural Components
Subcategory: Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#1644-R4 Products
seq # Product Model, Number or Name
1 Versa -Lam
Search Criteria
FL#6527-RS
220
Versio
Manufacture
Revision 2014
Weyerhaeuser
Category: Structural Components
Subcategory- Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#6527-RS Products
M9
Product Model, Number or Name
1
iLevel Rim Board
2
Microllam LVL
3
Parallam PSL
4
TimberStrand LSL
FLA=7-R?
Code
IM Versio
Manufacture
Revision 2014
Weyerhaeuser
Category'. Structural Components
SubCategory: Engineered Lumber
Compliance Method: Evaluation Report from a
FLM527-R7 Products
Product Evaluation Entity
10MA
Product Model, Number or Name
1
Microllarn LVL
2
Parallam PSL
3
TimberStrand LSL
4
TJ Rim Board
5
Weyerhaeuser Rim Board
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 1
119n017
Entity or 20 20 Date Pending 20
Contact Eno Ineer & License Validated Validated Submitted FBC Approval Approved
Robert'raylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05AW2015 06/02/2015 Approved
(541) 826-02M Wood Associabon
roberttaylor@bc.00rn (253) 620-7467
Quality Assurance Awroved for Use Approved for Use Impact Design
Product Description Contract Expiration D In HVKZ Outside HVHZ Resistant Pressure
Laminated Veneer Lumber 01t01/2035 No Yes N/A N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 1
"/2017
Enttty or 2a Date Pending Dig
Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved
Jim Anderson ICC Evaluabon Service, LLC James A. Rothman, P. E. 0710OM15 05/1212015 0760t2015 Approved
(253) 9244084 (608) 839-1344
jim.anderson2@vveyerhae
user.corn
Product Description
Structural Composite Lumber or Oriented Strand
Quality assurance
Contract Expiration
03/31/2017
ApprovedfigrUse ApprovedforUse
Date In HVKZ Outside
No
HVKZ
Yes
Impact
Resistant
N/A
Design
Pressure
N/A
board Rim Board
Laminated Veneer Lumber
03131/2017
No
Yes
N/A
N/A
Parallel Strand Lumber
03/31/2017
No
Yes
N/A
NIA
Laminated Strand Lumber
03/31/2017
No
Yes
N/A
N/A
Entity o
21k 2AW
Date Pend Ina
2&
Conte Enowneer & License
Validated By
Validated submitted
FBC AoDroyal
Approved
Status
Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P. Ew
10/31/2016 10/2512016
11/05/2016
Approved
(253) 924-4084
(608) 839-1344
jim.anderson2@vveyerhae
user.com
Product Description
Quality Assurance
Contract Expiration Date
Approved for Use
In HVHZ
Approved for Use
Outside HV
Impact
Resistant
Design
Pressu
Laminated Veneer Lumber
03131/2017
No
Yes
N/A
N/A
Parallel Strand Lumber
03/3112017
No
Yes
N/A
N/A
Laminated Strand Lumber
03/3112017
No
Yes
N/A
N/A
Structural Composite Lumber or Oriented Strand
03t3112017
No
Yes
N/A
N/A
board Rim Board
Oriented Strand Board Rim Board
03/31/2017
No
Yes
N/A
NIA
FL#1645-R4
2292
Versio Manufacturer
Revision 2014 Boise Engineered Wood Products
Category. Structural Components
Subcategory. Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#1645-R4 Products
seq X Product Model, Number or Name
1 AJS Joists
FL#158-R7
2"1
Versio
Manufacturer
Revision 2014
CAST-CRETE USA, Inc.
Category: Structural Components
Subcategory* Products Introduced as a Result of
NewTechnology
FL#1 58-R7 Products
Compliance Method: Certificabon Mark or Listing
sag #
Product Model. Number or Name
1
High Strength Concrete Lintels
FL#j 5MO
29"
I= Yq=
Manufacturer
Revision 2014
CAST-CRETE USA, Inc.
Category: Structural Components
Subcategory: Products Introduced as a Result of
New Technology
FLX158-RO Produ=
Compliance Method: Certification Mark or Listing
1221
Product Model. Number or Name
1
High Strength Concrete Lintels
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of I
1/9f2017
Entity or Dim 20 Date Pend Ina 20
Contact Engineer & License Validated By Validated Submitted FSC Approval Agwroved Eau
Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05t0612015 0=20015 Approved
(541) 826-0200 Wood Association
roberttaylor@bc.com (253) 620-7467
Quality Assurance Approved for Use Approved for Use Impact Design
Product Description Contract &plration Date In HVHZ Outside HVHZ Resistant Pressure
Wood &quat;[" Joists 01/01/2035 No Yes N/A N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
lt9/2017
Entity or 20 2& Date Pending 20
Contact Eno Inter & License Validated By Validated Submitted FSC Approval Approved Sol
Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved
(813) 621-4641 (780) 315-2590
cparrino@castcrete.00m
Quality Assurance Approved for Use Approved for U Im pact Deslan
Product Description Contract Expiration Da In HVHZ Outside HVHZ Resists Pressure
4, 6, 8, and 12 inch Wde lintels 0512112016 Yes Yes N/A N/A
Entity or Date 20 Date Pending 20
Contact Engineer & License Validated By Validated Submitted FBC Approval ftoroved
Craig Perrino Miarni-Dade BCCO - CER Miami-DadeBCCO-VAL 05106/2016 04/29/2016 05/06=16 Approved
(813) 621-4641 (786) 315-2590
cparrino@castcrete.00m
Quality Assurance Approved for Use Approved for Use Impact Design
Product Descriptign Contract Exo1ration QM In HVHZ Outside HVKZ Resistant Pressure
4, 6, 8, and 12 inch vAde lintels 050/20117 Yes Yes NIA N/A
cn
>
a)
2
CD-
C
0
0
0_
a
0
c
ZD
�:
CU
=
0
CU
LL
"'_
0
CU
>
Cn
.—'-D
Cn
(D
w
E
CU
0"
C:)-
CU
-0
C:)-
z
z
w
mi
V�
- CU
(1)
Florida Department of Business & Professional Regulation Page I of 1
Florida Department of Business & Professional Regulation Page 1 of I
Building Codes and Standards 1/912017
Florida Department of Business & Professional Regulation
Page 1 of 1
0
Building Codes and Standards 1&2017
Product Approval Application Detail
Building Codes and Standards
1/912017
Product Approval Application Detail
Product Approval Application Detail
FL#5450-R5
CIO
FL#1774-R4
2992
I= YIE92 Manufacture
Entity or 202 20 Data Pending 20
Contact Enolnew & License Validated By Validated Submttted FBC Approval Aiporoved Status
FLX1 1 383-R4
220
Entity or 20 M 2&Pendina M
Revision 2014 Povvers Steel Inc.
Wlliam povvers Steven W. Schaub SAMUEL A. 03126/2015 03123/2015 03/30/2015 06/23t2015 Approved
920
Entity or 20 2=
Date Pend Ina 20
versio Manufacture
Contact Engineer & License Validated By Validated Submitted FBC Approval Agwroved Status
Category: Structural Components
(602) 437-1160 PE-OD509 GREENBERG, RE,
I= Verslo
Manufacturer
Contact Engineer & License Validated By Validated Submitted
F13C Approval Approved
sit&&
Revision 2014 Commercial Concrete Products,Inc.
Robert Gillis THUY H. HUYNH Florida Engineering 07/03r2015 0812412015 08120/2015 0=6/2015 Approved
Subcategory-. Products Introduced as a Result of
biII@povmrssteeI.00m (813) 645-0166
Revision 2014
Pcvvers Steel Inc.
vvilliam powers Steven Schaub SAMUEL A. 03/26n015 03/23t2015
03/30/2015 06=12015
Approved
Category: Structural Components
(813) 659-3707 PE-W1 22 Solutions
New Technology
Category: Structural Components
(802) 437-1160 PE-60509 GREENBERG, RE,
Subcategory: Products Introduced as a Result of
precastgator@yahoo.com (352) 588-5311
Compliance Method: Evaluation Report from a
SubCaftorf. Products Introduced as a Result of
bill@poymmsteel.com (813) 645-0166
New'rechnology
Florida Registered Architect or a Licensed Florida
NewTechnology
Compliance Method: Evaluation Report from a
Professional Engineer
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
FL#5450-R5 Products
Florida Registered Architect or a Licensed Florida
Professional Engineer
Professional Engineer
FLX1 774-R4 Products
Aw Product Model, Number or Name
Quality Assurance Anproved for Use Approved for Use IMVaCt Design
Product DescriR= Contract Explr&Uon Date 111b= Outside KVKZ Resistant pressure
M 1383-R4
Products
Qualfty Assurance Aporoved for Use Approved for Use Impact Design
1 PSbox8LT, PSbox&T(5-5/8)
Powers Steel lintels are field assembled lintels 01/27/2017 No Yes N/A N/A
Quality Assurance Agproyed for Use Approved
for Use Impact
Design
<
Product Model. Number or Nam
Product DewrligUon Contract Expiration Date in HVHZ Outside KVHZ Resistant Pressure
consisting of preformed stW lintels combined with
§2"
Product Model. Number or Naml
Progluct Descrie= Contract Expiration Date in HVHZ Outside
HVHZ Resistant
Pressure
Quality Precast or Commercial Concrete Products
Precast and Prestressed Concrete Lintels 05/25/2024 No Yes N/A N/A
concrete masonry units, grout and steel reinforcing
1
PowerBOXB Lintals
Povvers Steel Lintels are field assembled consisting 01/0112017 No
Yes N/A
N/A
bars.
of preformed steel lintels combined with brick or
concrete masonry units, grout, and steel reinforcing
bars.
C_
U)
0
Clio
0
0
CL
CU
-00
-4--1
L_
c/)
CL
a)
0)
ICU
M
CL
ICU
LU
Z
z
a_
SHEET NO.
PA 1.3