HomeMy WebLinkAbout6569 Silverado Ranch Blvdft
REVIEW DIED r)'
C11-Y C)" ZEP19riYRHi S
PkAN F-MMINF.
ALL WORK SHALL COMPLY Wl"4
PREVAILING CODES
FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE, AND
CITY OF ZEPHYRHILLS ORDINANCES
ABBREVIATIONS
A. B.
Anchor Bolt
Fir. Sys.
Floor System
Rad.
Ref.
Radius
Refrigerator
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. 1.
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. 0.
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.
Microlam
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.
PowderRoom
REVISIONS
05-24-07
8.12
CHANGES PER RED LINES FROM SHAWN REED
05-29-07
9.13
CHANGES PER 05-25-07 RED LINES FINAL REVIEW FROM SHAWN
REED
06-04-07
10.14
SHELF REVISION & COLUMN RELOCATION 06-04-07 PER SHAWN REED
06-12-07
10.15
FLOOR LINE, SHOWER REVISION 06-12-07 PER SHAWN REED
02-12-08
10.16
WINDOW OVER ENTRY ADDED HVAC PLAN AND MODIFY GARAGE
DOORS PER SHAWN REED
05-13-08
10.17
ADD WINDOW PRESURE CHARTS TO FLOOR PLANS AS PER SHAWN
REED
02-11-09
10.18
CODE AND HEADER UPDATES
09-1-09
11.19
CHANGES PER RED LINES FROM SHAWN REED
'09-1-11
12.19
VALUE ENGINEERING REVIEW
03-05-12
13.19
BUILDING CODE UPDATE
08-28-14
13.20
ADDED ELEVATIONS "I'" & "G"
09-03-15
13.21
2015 NEW CODE UPDATE
05-02-16 13.22
PLAN REVISIONS PER MARK KIPP
I M 17= INI INI ilk 118M
MOD L 3711
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
ROOF PLAN
6
1st FLOOR ELECTRICAL PLAN
7
2nd FLOOR ELECTRICAL 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
WID
WATERPROOFING DETAILS
PA1.0
PRODUCTAPPROVALNUMBERS
PA1.1
PRODUCTAPPROVALNUMBERS
PA1.2
PRODUCTAPPROVALNUMBERS
PA1.3
PRODUCTAPPROVALNUMBERS
PA1.4
PRODUCTAPPROVALNUMBERS
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT, HIGH TYPICAL
FOR 2 STORY HOMES I
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. 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.
0
(D !P
'0
Cq
V) (D
Q) C_/3
4--J u ,
C
U
L.0
0
F_
E
0
2 C,
0 CD
0
Fn 1-
04
a)
F_ E
Cl)
0)
10 C')
0 'r- (N
all
.2o
4')
U
ILL GO
-:5 -00
iz-
.2
LO 0
< 0
a)
q- CL
m< 6
A
N-C B D C
:kc
r
th
hZ
Ze
L&. �Aj
W 4F 2
4�
LU
pit
W _Q L
Z 0
C� 6
Z
W
F-1 Ell
To the best ofthe Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
Z r4
0 a) N
14 4.J
Lr)
:3 C)
> (n M
1 CY)
4-1
M Ln
CL in
in 0 r�%
a) — Ln
LL
Z
OL
00
Z E
§ M
Z
C� F-
WLU
_J 0
0
C, Zo
LL
Z V)
U, LLu)
I 0
>_ Z < 0
ZO
Z Z 0 0- X
U X<
Z,, � Z,
� o,: L-9
U M 0 L0
C14
8 �5
2 LLJ Cl
C:)
F- R 0 Z
Z
CY)
LU Lul
C:)
Ln
r_4
r_J
Lr)
_J
0;�
Z U 0
LU in 0 0
0
<
LLI
U LLJ . _J
I.- �) M 0
E - Z. C� U_
-0
(0
Z
Z
CL LLI
Z52:OZF-
CY — 2!i" 5 Z
LU a Z 0 0
LU
�, T
L9 - < U
F<- Lu
X
0 LLI F-
2 20 > 9 0
LU U, 0 U_ Z
ZO:
LIJ
< ,
0 CYX LL
X Z
Z
C)
>
<
2 !� UJ
0
CY)
0
"
C:)
rf)
C.)
LL
Z
. .
UJI
Z
,Z
0
P__4
_J
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
C S
42" KNEE WALL WITH
1x8 CAP & CASING (AT
2nd. FLOOR ONLY)
STAIR CALCUTIOW
TOTAL RISE = 10'-8 3/4"
(17) RISERS AT 7 9/16"
10" TREADS wl 3/4" NOSING F-F
RAILING PER
SPECS
Stairway construction and handrail to conform 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 %".
The radius of the nosing shall be no greater that Y16". Solid riser nosings shall
not be less than W but not more than 1 Y4". The greatest nosing projection shall
not exceed the smallest by more than Y2". Beveling of nosings shall not exceed
idrails shall be provided on at least one side of each continuous run of
ids or flight with four or more risers. Handrail height, measured vertically
ri the sloped plane adjoining the tread nosing, or finish surface of ramp 3 PLYWOOD
)e, shall be not less than 34" and not more than 38". Handrails, adjacent to a DECKING
I shall have a space of not less than 1 Y2"between the wall and the handrails. I
36ails with a circular cross section shall have an outside diameter of at
FLOOR
ast 1 1/4" and not greater than 2" or provide equivalent graspavility in
SYSTEM
impliance with FBC 5th Edition (2014) Residential Section R311.7.8.3
USP MP
1 CLIP EA. -
jards. STF
INGER TO
jards shall be located along open -sided walking surfaces, including stai,§,EAfV
'FLR. SYS.
mps and landings, that are located more than 30" and shall be not less than
TYP.
�". Required guards shall not have openings from the walking surface to the
quired guard height which allow passage of a sphere 4" in diameter.
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 narrowerside
o?
R302.7 Under -Stair Protection. �0
Enclosed accessible space under a stairway shall be protected with Y2" gyp. bd.
9
9
&4
2x8'S AT 12"
O.C. AT
LANDING
�-BLKG.FOR
SOLID
1 lx RISERS NAILING
( P.)
(TYP.)
(3) 2.12
STRINGERS
2x4 #2 SYP. P.T. THRUST BLOCK
W/(2)- 1/4"x 3 1/2" TAPCONS @
16"o.c. AND 3" FROM EA. END.
LOWER STAIR SECTION
36" H. CONT.
GRASPABLE
RAILING
1XI CAP &
CASING
1xTREAD
(TYP.)
2x12
1 TREAD
2x1 2
STRINGERS
HDR.
BEYOND 2x8 LAVDING
'GYP. AS PER
FBC R302.7
STOR.
UNDER
STAIRS 0?
J
2x FRAMED
WALL
UPPER STAIR SECTION
TYP. STAIR SECTION_
SCALE: 1/4" = V-10"
I
Mill
KITCHEN ISLAND
KITCHEN REF. AND RANGE
KITCHEN SINK
%I
V-4"
42'-0"
16-8"
1'4'
V-4"
8'-0"
-------------------- ----------------------------- ----------
------------------- -------------------------- - - - - - - - - - - - - - - - - - -
DOOR LOCATION
FOR OPTIONAL
SCREENEDLANAl
LANAI
AC PAD
9'-4" FLAT CLG. A.F.F.
00
1 1
00
10
L=
71-2"
6-10" J 1 V-2" 7'-6`- 18'-2�''
LO
01
CENTERILINE
(AD
SINKAT S6
:23 H 8068 SGD 33 SH 8068 SGID
WINDOW
'7 At�g-]
71= 777 L-V
I F t
r -- - - - - L-j--
HB
-4
D.W.
SINK w/ DISP
9,-03..
4 6'-4" 34'-71'
4
D L1.1
1-- a_
-
BRKFST.
-
-
ct) cl)
U) 0,_
ui
LU 0
005
z
01 1:
9'-4" FLAT CLG. o?
TILE
FAMILY
0 [L
ISLAND
6'-3" 18"02" 13ASE
I -
6-) PROVIDE
I - I
9'-4" FLAT CLG.
10
- - - - - - - - -
- - PLATFORM FOR
CARPET
7
HVAC UNIT 28"
=ICN
HIGH VERIFY
TYP.
OPT.
KITCHEN 8
SIZE WITH MFGR
3,j R E
fl REF.
'74
77
4 L.
5-41" 9'-4" FLAT CLG. 10`4
2 2
T-4"
28'-3"'
80
2X6
TILE
5068
/
-
N
C14
BF.
1 1/2" RETURN ON EA.
42A
M %
1-� SIDE OF CLOSET
8--0"
2668
PLUMB.STACK
CY)
C0
1,, S4 CLG.
LO -J
LID 2068 �0
BF.
�4 LO
"NO UPLIFT'
AHU
STOR.
5 SH.
X
S H3 UNDER
D
1, 1, 1, 1. 1., 1
1.
M--
- - I - I 1
1 1 t I I
"NO U IFT" STAIRS
- - - - - - - - - - F
S3
3079 ARC 11 ^
GG [-PLUMB
'0000000, '".9r
0 P IN G.
MS3 STACK
0000 [00,
F- T -1-M
0.
4'-0"
01
V8"
�'-9" 3'-6" 151 4.
01-
7 1 16 5 1 3 112 111 10 -- 31
L-J-
I F- 9
HDR. I I
6'-8"
0 1 8
DINING ZI I LIVING ROOM11 11 BOTH SIDES I
I
9'-4" FLAT CLG. 9'-4" FLAT CLG. I I I 7
CARPET Lau I I CARPET I 2nd FLR. RAI LI NG
CIO
CIO
PER 6
0101 1 �0 -LINE DEN/STUDY
U) SPECS
LO oil- 1 00 PAD OUT G.T. w/ 2x4 #2 SYP, 0-0,
Lu
X
0
C/)
LLJ 5
Cl) ATTACH w/ (2) 9'-4" FLAT CLG.
=1=1 I ROWS 10d
FOYER CARPET
LU
LO
011,- 1 NAILS @ 12- O.C., PROVIDE 4
I
<1 M I N. 2x1 2 #2 SYP w/ M IN. (3) OPEN TO ABV 7- 3 CONT OVER
I I TOE -NAILS EA. END TYP AT TILE I I - BOTH'
I I ANGLE WALLS. 2 OPENINGS
6`P 2
I I I UP
D
Q
S3
C\1
��S4�
GG
-
S6 2'-31.1,
31-4!1 -6" 4 L, 3' 1"
L. Lo
S3
--5",
) f-L. 5
Z-9' 3
L. 4
-
-
TYP. G.T. 2668 2X4
35 SH
10 U') WA L
N ';/� S4 /
11
L 1 111 11
HB 00 - -
- I "NO UPLIFT" 2 68 2668
T-3" BF.
c4 4 SH POCKET
A
- - - - - - 4 SH DOOR
3068 SQ.
0
10
3068 1668
BF .
25 SH cuo I BA 2 z
U
LU L.L
3: <
22-SH
0a Mb
D 8'-8" FLAT CLG.
0
-r R
OBS
- I
60 TILE
4 S CY)
co F-
LU
(A)
306
6 2868
BF
2868 ..... ?,I. !J LL"
S W.
C? -T
L. Q
r3d� - - -
15
�� �4 < >2 1 EDGE OF SI AR 7
W.H.
BEYOND WALL
64" 6'-4" 4'-4" 4'-4" V-4" , 5-4- 0%0'
Of 01
GAS STUB
PER SPEC
12'-8 1 7'4" 2r-8" 5--7 13'-l"
8--8" J
'd
BUILDER
TO PROVIDE
APPLIANCE
PROTECTION
-
WHEN
:REQUIRED PER FBC
-
0
0
<
zo
ULI
>
0
X
3 'CAR GARAGE
co
9'4" FLAT CLG. A.F.F.
TYP.
0?
F-
7
80
K TYP. @
S4 GARAGE
Av-
- - - - - - - - - - - - --LINE OF 2nd FLOOR
A%
- - - - - - - - - - - - -
x 22"
0
AT 11 - ,
-AT56ESS
C? d
00 F-�
0
G.T.
<
R
U,
80
LU
>
LLl
0
W uJ
-J 0
TYP.@
X
C? r,
TYP. @ A
SINGLE
00
,SINGLE S3
S T
24 SHI
24 SH I
11
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"
<�H >2
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 112"
FLITCH PLATE
(2) - 2X12 #2 SYP W/ 112"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVIL
2.OE Fb=2950
(2) - 1 3/4" X 9 1/4"
LVIL 2.OE Fb=2950
<e>(2)
- 1 3/4" X 16"
LVIL 2.OE Fb=2950
(2) - 1 314" X 7 1/4"
LVIL 2.OE Fb=2950
(2) - 2X4 #2 SYP W1 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"
6A")
+25.6 -27.8
+25.6 / -34.3
+24.5 -26.7
+24.5 / -31.9
+23.0 -25.2
/-F
+23.0 / -28.9
SEE SN SHEET H
H SEE SN SHEET
MPH
NOTE: WIND SPEED INDICATED ABOVE
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
18 -21 X 25 -21
S. H.
13
2 0 X 3 8 2
8
18 X 3 7
S. H.
14
2 0 X 5 0 5
18JX50
S. H.
15
20X63
18 -1 X 6 2 -1
2 2
S. H.
16
20 X 72
18 JX 71 J
S. H.
-2132
27 1/4 X 26
26 X 25 J
S. H.
-133
3
2 7 1 A X 3 8 3
8
N/A
S. H.
-3134
27 14 X 50 ��
8
N/A
S.H.
J 33
N/A
26 x 37 4
S. H.
-2134
N/A
26x5O
S. H.
.135
2
27 -1 X 63
4
26 X 62 1/2
S.H.
136
2
27 1 X 72
4
26 X 71 1/2
S. H.
22
37 14 X 26
36 -21 X 25 1/2
S. H.
23
3 7 41 X 3 8 8a
36 -21 X 37 314
S. H.
24
3 7 4a X 5 0 85
36 71 X 50
S. H.
25
37 24 X 63
36 -21 X 62 1/2
S. H.
26
37 -41 X 72
36 J X 71 1/2
S. H.
DOUBLE 2
WIDE
75" TALL
73J2-WIDE
S. H.
32
54 X 26
52 J X 25 -21
S. H.
33
54 X 38 82
52 -21 X 3 7
S. H.
34
54 X 50 �8-
52 -21 X 50
S. H.
35
54 X 63
52 -21 X 62 -21
S. H.
36
54 X 72
52 -21 X 71
S. H.
39X59
40 X 59
N/A
S. H.
DOUBLE 39X59
79 X 59 J-N
/A
S. H.
R302.5 Dwelling/Garage Opening/Penetrabon 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 1 3/8" in thickness, solid or honeycomb -core steel
doors not less than 1 3/8" thick, or 20-minute fire -rated doors,
equipped with self -closing device.
• Duct Penetration. Ducts in the garage and ducts penetrating
t e wa s or ce ngs separat ng e we ng rom e 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 Swirning 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.
IM 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
an toilet rooms s a not sc arge nto an att c , craw space or
other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
see Sht. SNII for installation detail.
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
GAS APPLIANCES
G.C. TO VERIFY LOCATION OF GAS RISER BEFORE
COMMENCEMENT OF WORK. SEE SHT SNII FOR
INSTALLATION DETAIL.
WHERE GAS WATER HEATERS ARE INSTALLED.
WATER HEATERS SHALL BE INSTALLED A MIN. OF 18"
ABOVE FLOOR PER FBCR G2408.2
EXCEPTION: APPLIANCES THAT ARE LISTED AS
HAVE TO HAVE THE IGNITION SOURCE ELEVATED.
WALLLEGEND
MASONRY HGT. @ 9'-4" A.F.F.
MASO N RY H GT. @ 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
1ST FLOOR
2ND FLOOR
1713 S.F.
1998 S.F.
TOTAL
3711 S.F.
GARAGE
606 S.F.
ENTRY
35 S.F.
LANAI
294 S.F.
TOTAL SQ. FT.
4646 S.F.
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONIC WALL
R-4.1 HIGH PER
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
(GARAGE / LIVING)
R-11/R-13 KRAFT FACED
G.C. TO COORDINATE PLUMBING TO AVOID
CONFLICT WITH STRUCTURAL WD. COL.
1 ST FLOOR PLAN Elev A-B-C
SCALE: )/4"=V-0"
Z co
z
z
__J
V) (D
Q) C-f)
(DIM
4--J L,
n
U
0 LU
1711
L/711
1- E
0
::D
Cn
0
CD
Fn I-
C*4
a) m
0) C,
LU
E
C cc M
2 -0 cy)
0 I= 04
all (D
2 C)
LL Go
-5 - CO
C) W
4)
0 1
05 0. 8
0
< a)
O:s
rL
0) < 6
I
8 D.
N C B D C
'f
r
;V�[
U.)
U-)
coz�
61
C �4
4
U;t�AL-
u. 0
a- 41
qu
2 ca r-
r
:162 C� 6
`
Z, ItA .`z 41
LO co
&
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
z
0
11-4 4-J C:)
C)
U0
z
4-J
in Lr,
<
(n 0
cu - Ln
< L- LL
OL
z
U, CL 00
<
z
z M
C:)
WUJ
-.1 C:)
0
E z
ED LL 0
Lu z Ln
Lu Z z
,it
U 2: UAJ 0 0
0
9 z >. z < 0
ZOO-W
z U X <
z z z
z
un, ai -L9
U Of 0 V)
:5 U 0
8 V) a O� C>
C'14
C:)
= 2 Lul (N
l'- in- 0 z @
z
CY)
LU Lu
Ln
r*4
C'4
U)
-J
Lu 0
z U
LU 0 0 0
0
<
<
` �-- �;; --' 2
5 0 Wz W
fu
Z
z
I.
Z=120z
Cy- z
LU Lu a 0
L-
cu
LU
Q -J <Z U
Fz UJ ;�E
>
CL
0 X
2 9 8
11 0 LL Z
UJ
C2 - X 0
< t� 0 0
>7
r-4
7-1 0
CY W z
z- '<
0
0
LU
<
LL
Z
LL.
UJ
>
0
Z +-,
Cn
z
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FLORES
VERSION NO.
1122
JOB NO: 1 - 4
SHEET NO.
01
ac
- -- ----- ----- -- 7
9
N
%
C\l
-1
co
MIRROR
OPT.:�i
KNEE
SPACE
MASTER BATHROOM
%
A,
V
MASTER BATHROOM
60
SLIDE TO
LEFT
T_
b
BATHROOM 2
BATHROOM 3
9
NOTES: 2ND FLOOR
50'-0"
ALL EXTERIOR SECOND FLOOR FRAME WALLS ACT AS
42'-0" 8'-0" SHEARWALLS. SEE DETAILS SHEETS FOR NAILING SCHEDULE.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - --
1 13'-7" 0
13-4- J.
17'-4"
J
'01
6
4
<8>
k
<8>
l(k
35 SH
EGRESS
- - - - - - -
25 SH
EGRESS
TUB/SHOWER
0
25 SH
*EGRESS
4)
I
TILE 7'-0" AFF
01
06 1
0� I
I -
i I U)
d
I
I lop
I?
I?
_j
MASTER
BEDROOM 2
X
BEDROOM 3
zo BEDROOM
8'-0" FLAT CLG.
BA3
8'-0" FLAT CLG.
8'-0" FLAT CLG.
CARPET
L
CARPET
8"'-0" FLAT CIL
CARPET
1�y
.. r
Wel
8.
C
-01. AT
FL
1 CARPE 106
0
T
U)
06
E' 3'-6" 2'-4"
72668
27068 T
BF C9
"t
14 �LE
�TO
77'
.4
0
03
x 48
x4 M., BATH
TEMP. GL.
, HOWER 8'-J'FLAT CLG.
>4,SHOWER
NCL. ON 42"
� TILE
HIGH KNWL.
I LU
I OP LU 0
LO
W <
0 . b z 0-
Z) U) I W
_14�
Z UJ
0-
U)
o 0� >
0� W <
F-
44
0
5 SH
<�
(ELEV. (ELEV.
D& G) A,B,C,F)
6'-4" 6'-4"
9
12'-8"
8-4'
SITTING
AREA
8'-0" FLAT CLG.
CARPET
35
A
C cy
4'-4" 4'-4"
8'-8"
6068 BF
- - - - - - - - - -
7'-0" 3'-6"
Vie
68
- - - - - - - - - -
-
/2 WALL w/ -
VOOD CAP
@ 42 "AFF
Z(
0,
-
1
17
.3
12,11
10
-
RAILING PER
-
SPECS
2-STORY
LL
FOYER
"OPEN TO
'-0" FLAT CLG
TILE
I BELOW"
I
1 1/2 WALL w/
-
�[WOOD CAP
5'-0"
@ 42" AFF
1 7'-7
TYP. @
CORNERS
U.N.O.
6068 BF
0
1
C
z LL:
IV
0 <
z
T_
U)
1668
F
<
------------
26681
2668
1
R&S
2858
7
101,
3'-6" 3' -6"
7'-5"
PT. 1
3'-6'11 3'4"
U_
le
Uj
2652
LAU
uj
- - - -
8 -0" FLAT CL
G. E +
TILE OPT
3: g
2668---
D
M 0 1- _j
D Lu z -j
R&S
I CE I <
co U) > �:
9
--- - - - - -
-
< Lu LU C�
00- >- =
6068 BF
CC l-
7 PROVIDE PLATFOR M
6 28" HIGH FOR HVAC
UNIT. VERIFY SIZE w/
MANFG.
4
4)
U)
U)
uj
LO
1
0
2
BEDROOM
4
IT
Lu
LL
I (A)
1 ' "
8
-0
FLAT CLG.
7
11-01 CARPET
DBL.
1 33 SH
2668
P-2 _1
39'x-2.2"
G.T.
I 1\1�
I
ATTIC
_j
3'-8" 3'-
6'-3"
15--1
L
1 3.5"x5.25"llp-.L.
3.5"x3.5" P.L. COLUMN
- - - - - - - - - - - - -
COLUMN 2.OE UNDER
2.OE UNDER GIRDER w/
GIRDER w/ MSTCM-40
MSTCM40 STRAPS AT
STRAPS AT BASE
BASE "SOLID
"SOLID BLOCKING
BLOCKING REQ'D
REQ'D UNDER
UNDER COLUMN".
COLUMN".
BONUS
ROOM
8'-0" FLAT CLG.
CARPET
�110
LW --A
G.T. ELEV. A
3
D:2:� \-(2) 2x4 #2 SPF (2) 2x4 #2 SPF
STUDS UNDER G.T. STUDS UNDER G.T.
w/ (1) MSTAM36 @ w/ (1) MSTAM36 @
BASE BASE
r9 9
_P2
H1 D2
7'-4" T-7" 14'-2" 3�-7"
L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
28'-8" 21-4'
no
140C
EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPF #2
8'-Ov'
2x4
SYP #2
16" O.C.
91-01,
2x4
SYP #2
16" O.C.
SPF #2
>9'-O"
L
2x6
syp #2
16" O.C.
IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT
CORNERS
** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT
SEE C/S6 WALL SCHEDULE
F
0)
CD
41
0, n
5'-31"
4
fl
OPT. DRY BAR
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
<e>(2)
- 1 3/4" X 9 1/4"
LVL 2.OE Fb=2950
(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 -252
+23.0 / -28.9
K;::Z�
U_*�
SEE SN SHEET \r SEE SN SHEET
0 MPH
P
0 ::�
4: ::M
NOTE: WIND SPEED INDICATED ABOVE
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
20X26
18 JX 25 -21
S.H.
13
20 X 38
18 JX 37 3
4
S.H.
14
20 X 50 a
18 JX 50
S.H.
15
20 X 63
18 -21 X 62 -21
S.H.
16
20 X 72
1 1
18 -21 X 71 2
S.H.
-2132
27 1/4 X 26
26 X 25 1
S.H.
3133
27 1/4 X 38 1
8
N/A
S.H.
-3134
27 JX 50 b8-
N/A
S.H.
-133
2
N/A
26 x 37 1
4
-
S.H.
134
7
N/A
26 x 50
S.H.
-2135
27 j X 63
26 X 62 1/2
S.H.
J36
27 4 X 72
26 X 71 1/2
S.H.
22
37JX26
36 j X 25 1/2
S.H.
23
3734-X382
8
36 -1 X 37 3/4
2
S.H.
24
37 JX 50 j
36 j X 50
S.H.
25
37 a4 X 63
36 j X 62 1/2
S.H.
26
37 1 X 72
4
36JX71 1/2
S.H.
DOUBLE2
WIDE
75" TALL
73 j WIDE
S.H.
32
54 X 26
52 -1 X 25 -1
2 2
S.H.
33
54 X 38 1
8
52 -1X 37
2
S.H.
34
54 X 50 -�
8
52 j X 50
S.H.
35
54 X 63
52 -1 X 62 1
2 2
S.H.
36
54 X 72
52 j X 71 -21
S.H.
39X59
40X59
N/A
S.H.
DOUBLE 39X59
79X59
N/A
S.H
LA
7!eneral notes
R302.5 Dwelling/Garage Opening/Penetration Protection.
e 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 1 3/8" in thickness, solid or honeycomb -core steel
doors not less than 1 3/8" thick, or 20-minute fire -rated doors,
equipped with self -closing device.
9 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.
9 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:
e 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.
* 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. Ed. 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
not permit openings that allow a 4-inch-diameter sphere where
such openings are located within 24 inches of the finished floor.
Chapter 45 Private Swiming Pools, Section R4501.17.1.9
All doors and windows providing direct access from the home to
the pool shall be equipped with an exit alarm complying with UL
2017 that has a minimum sound pressure rating of 85 db a at 10
feet. Any deactivation switch shall be located at least 54 inches
above the threshold of the access. Separate alarms are not
required for each door or window if sensors wired to a central
alarm sound when contact is broken at any opening.
M1507.2 Recirculation of Air.
Exhaust air form Bathrooms and toilet rooms shall not be
recirculated within a residence or to another dwelling unit and shall
be exhausted directly to the outdoors. Exhaust air from bathrooms
and toilet rooms shall not discharge into an attic , crawl space or
other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
see Sht. SNII for installation detail.
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
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 FLOOR PER FBCR G2408.2
EXCEPTION: APPLIANCES THAT ARE LISTED AS
FLAMMABLE VAPOR IGNITION RESISTED DO NOT
HAVE TO HAVE THE IGNITION SOURCE ELEVATED.
WALLLEGEND
MASONRY HGT. @ 9'-4" A.F.F.
TYP. 2x FRAME WALL
I I , 7777 In 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 1713 S.F.
2ND FLOOR 1998 S.F.
TOTAL
3711 S.F.
GARAGE 606 S.F.
ENTRY 35 S.F.
LANAI 294 S.F.
TOTAL SQ. FT. 4646 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-13 KRAFT FACED-
EXT FRAME 2 x 6 R-19 KRAFT FA(Fn
R-30 BLOWN -IN
CONDITIONED CEILING (INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION R-11/R-13 KRAFT FACED
(GARAGE LIVING)
2ND FLOOR PLAN Elev
SCALE: Y4"=1'-0"
(D
-
co
ID
I= -El
z C:1
:;;;,
<
ID
CLI
co
L/711 (D
Q)
C_/D
4--J U-i
0
U
0 LU
(A C!'_
T
E
0
Cn
co Cl)
V)
9 0
C%`l
0
4) Cl)
0)
"I
E
- co
2 :2 -
0 8 N
ow
U_ co
5 C6
0
a,
0
_2
u) -,
U) 0 .t
<0
0)
CL -.:,
0
A
8
I
D.
C 3. D C
%C14
C�j
A.
.1� 3 15:_ Co
Ir 77
'�Z
- a '0 -1
di'vr') -�t "M
_U
0
-LU _UJ
_�_;
1, - *11 f.-
0,1z fa
M-414
0
5 0 `6A C�
cli e
To A
7., .0 ,
u
El El
Tothe bestofthe Engineer's knowledge, information, and
be lef, the structural plans and specifications contained
within these drawings comply with the Florida Building
de 5th Edition (2014) Residential. Engineer's signature
acnod seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
11
I
C)
C:)
z 1714
0
P-4 4-J
:3 C:)
> (n ro C)
fy)
4-J
M Ln
-a
a- V)
V) 0
(Ij - Ln
L_ LL.
CL e-s
1 M
0� 3,
CL OC)
z Ez fu
C)
WUJ
_j C:)
ko
0
R z
0
DO LL
LU z
z
U L'u, 0 0
0 z
z0aw
z >- U 2:
�_ < < <
M: z P ZZ
0 z 0 il: W
Lu 0� _j
U
U) 8 8)
8 '3� 0
LU 04
0. 0 z @
z
LU LU
CD
L0
f%4
LO
T__q
zi�
LU
0
ce
<
e.-N Z
z U 0
LU 0 0 0 CZ
U �U_l t 8 an, 0
:, , z - LL
10
-a
Z
z9
<:t
:3 X �i
CY -
U.J Uj a D 0
OU
(L)
Uj
_j
n
(dup _..
<_j
P- g �i 6
>
0 W X �- n
2 > 9 0
Lu 0 U_ z
T-4 0
< < t-u 20: 8
D <
>7
Q�
rj
T-1
0
=) � 0
0 RE U_
8 z <
LU
0
C:)
Q
_j
_j LLJ
< a.
E-
a
LJL
z
_0
z
>
0
!as
7.
CCN
14
_j
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FFLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
2
oc
00
00
12
5.9
FIBERGLASS SHINGLE OR
CONCRETE TILE PER
COMMUNITY SPEC (SEE
STRUCT.)
10'RIDGE VENT
12
1 5.9
T n P I- -�- T 0 P
R - — — — -- — — — — — — — — 8" FRIEZE —HDR.
6" TEXTURED 33 SH
TYP. FINISH 12
5.9
25 SH 35SH
— — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — —
T.O.M.
SANDED� --- — — — — — — — —
HDR . . . . . . . . . . . . rZ:����_FINISH r ---
6" BAND
TYPICAL
25 SH 35 SH
09
F. F L — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — —
ALL TRIM LINES-
ARESCORED
FRONT ELEVATION - A_
SCALE: 1/4" = V-0"
12
5.9
1 O'R I DGE VE NT
25 SH
TEXTURED
FINISH
LLL�
24 SH
9 60
F�l �
12 15 25 SH
I F.FL.�
— — — — — — — — — — --
T.O.M.
O.M._@ GAR,
9
o? 60
24 SH
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . F.FL.,
z
0
0
z
0
25 SH
F.FL. 25 SH
T=
T.O.M.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
WEEP SCREED
F.FL-_ _ _ _I — — — — — — — — — — — — — — — — L—
8068 SGID
REAR ELEVATION
SCALE: 1/4" = V-0"
OP
ED
1--
z
0
0
z
0
0
8068 SGD
12
15.9
C?
F-
FIBERGLASS SHINGLE OR
CONCRETE TILE PER
COMMUNITY SPEC (SEE
STRUCT.)
I Wei
101,
00
A
"5-
WINDOWS
KEYSTONE DETAILS
T.O.P. SCALE: 1/2" = V-0"
. 35 SH T 12 13 F.FL.
--J--j, L T.O.M.
----------
N
C?
23 SH zo
TEXTURED
FINISH
F.FL.
00
r�--)
Un CD
Q)
C-0
(D(u
4--d u,
U
0 Lli
1- E
r",
V)
0
co
0
0 CD
U
N
LU
E
0 M
0)
0 04
.90
(D
C)
r- LL CO
*:5 - 00
0 3 i:z
U) 0. 8
LO 0,.*
< 0
CL
a D.
N I D C
*I
LTI
N LO
M
LO
Lo
C4
v 46;; 6
z
Zj
44 c C)
L
L�g
LLcma a
Z
"a C)
LU
.71 - I
El F-11
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.
C)
C)
z r14
0
0 (1) r�,
1-4 4-J C:)
Lr) 15 9.0
c)
> (1) M
M CD
4-J
Lf) (0 Ln
'a
Ln v-
U) N
z
a) U')
L- LL
CL
>
00
E
Z
z
LU C)
W
.�,02 z
LU LL
LU ZZ �- R -
uj - z
U F - <X (LAU 0 0
E ZO >z gz, g ")
Z U x <
zz
LZU
19
U 0 L0
C) U
U
�; LU C14
C:)
Co
0 Z @
z
ro
W
Uj
06
Ln
F—
z
0
LL
LU
cr, <
V) �e
z U
0
<
LU iLn
U U
E Lz-U T
-0
fu
z
or
z :CD), 2:!a �i 2�
-0
Lu :010
z
LU
g �in
2:
U)
L0, L>u � 2
z
8
i-, U LL Z
0
W, 02: on
D =) &
r-4
T"
Cy LL i:j
x z z.
0
C:)
.0�
c)
>
Z
LLJ
LU
>
0
Z _j
z
UJ
P-4
—j
SCALE : AS NOTED
PLOT DATE 12/7/2012
TECH: FLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
3
General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
12 ROOF SLOPE REQUIREMENTS WITH TRUSS
�5.9 MANUFACTURER.
FIBERGLASS SHINGLE OR — 20'RIDGE VENT "ELECTRICAL SPECIFICATION NOTES"
CONCRETE TILE PER ELECTRICAL CONTRACTOR MUST VERIFY WITH
COMMUNITY SPEC (SEE THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
STRUCT.) L F T TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
12 LOCATION PURPOSES.
15.9 Exterior Covering
R703.6 Exterior plaster.
T- -T -L Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
T.O.P. T.O.P.
- - - - - - - - - - - - - - - - - - -
R703.6.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.6.2 Plaster.
F- Plastering w/ portland cement plaster shall be not less than three
z z z
0 0 coats when applied over metal lath or wire lath and shall be not
00 00 less than two coats when applied over masonry, concrete.
0 0 0
Ir X X R703.6.3 Water-Resisitive Barriers.
1-- 1- 12 1-
z z z Water-resisitive barriers shall be installed where cement plaster
0 0 5.9 0 12
12 0 0 21-011 12 (stucco) is to be applied over wood -based sheathing, shall include
3F I ---I I --), 1 5.0 a water -resistive vapor -permeable barrier. The individual layers
F.FL. -7- F.FL. shall be installed independently such that each layer provides a
--------------- - -------------------- ---------- ------------------ -----------------
separate continuous plane and any flashing intended to drain to
the water -resistive barrier is directed between the layers. The
T.O.M.
T 0 M -- - - - - - - - - - -- -- -- -- -- -- - - - - - - -- -- -- - - - - - - -- - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - barriers shall consist of one of the following.
- - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
WEEP SCREED WEEP SCREED 1. Two layers of an approved water resistant barrier material in
T. 0. M. accordance with R703.2.
@ GAR. 2. One layer of an approved water -resistive barrier (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.8 Flashing.
J U Approved corrosion -resistant flashing shall be applied
TEXTURED FINISH El - EJ 0- 8" shingle -fashion in a manner to prevent entry of water into the wall
b) TYP. 9 cavity or penetration of water to the building structural framing
80 80 components. Flashing shall be installed at the following locations.
2- 0" L-1 L] El L] L-1 E] 17 1-71 E]EIE] 0 Exterior window/door openings.
a Intersection of chimneys or other masonry contructions with
frame walls.
-1 E] El 7] E-] E�l 1=1 0 Under and at the ends of masonry, wood or metal copings
35 SH
-
C5 and sills.
F,FL. F.FL.� a Continuously above all projecting wood trim.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- — - - - - - - - - - - - - - - - - - - - 73v- - - - - - - h- 0 Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR At wall and roof intersections
0 At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 5th Edition
(2014) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
LEFT ELEVATION space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion oi
SCALE: 1/4" V-0" 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 FOLLOWING VALUES, SEE ROOF PLAN -
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT.
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA/ FT.
Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA/ VENT
12 "Formula: (Sq. Ft. Soffit Needed) x 7 (Sq. In. Needed) 8625 Amount of O'Hagin Vents Needed
5.9
F
20'RIDGE VENT J FIBERGLASS SHINGLE OR
CONCRETE TILE PER
J- COMMUNITY SPEC (SEE
STRUCT.)
12
5.9
F
-T-
J-
7- -7-77'--, �'-
T
J-� - T. 0. P.
T. 0. P. - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - -
10
0 0
00 9 00
-J
0 F- 0
z z
0 0
F.FL. 5.0 12 2'-0" 25 SH 0 7 12 13 F.FL.
------------ -- --------------- ------- ------------------------------------ ---- --------------
T.O.M - - - - - - - - - - - T. 0. M.
WEEP SCREED WEEP SCREED
AT. 0. M. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
GAR.
TEXTURED FINISH
R 22 SH
60
2' 0"
4
25 SH
F.FL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F.FL.
RIGHT ELEVATION_
SCALE: 1/4" = V-1211"
CD!P
z
z
Z*0
z
4--d LU
U
0 UJ
::D
E
0
0) Cl)
Ln
04
a) co
LU
E
a V)
C cc M
2 -0 ce)
'r- C14
020
VAN 0
u U)
.5 LL 00
M -00
0 CO -
i::
0
.1d
U) -, .
Ln 0
a
<
8
D.
I C I*D,C
If
XC
FIX C14
I
Cli LO
co ul�-
LC3 r--
Id c5 0 ,-
6 6
dw.7'
rn r
0
U-
Lu
U-
01
U) IM
-g
z
tP
01
S R.
T. the best of the irtvingof��lkpoMtdgit���6�mation, and
belief, the structural plans an'j �p�6ci�ications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and sea].
40
z 1714
0 cu r-,
1-� 4.J (:)
Ln 15 %D
C)
> Lr) ro
M C)
M Lr)
o
VION
(1) — Ln
- LL
z
CL e-s
U CL 00
<
E
Z (0
z
LU F-
W
-J C:)
ko
0
W z
U,
Lu z LL
Lu z � �
:�c
U 2: ,A a 0
Ezo >. z < 0
z ZOCLW
-<-e-<
1-.2
z z;, z
LIU, -Wf
C, U IX 0 Lf)
8 Lu
C)
(y)
0 Z @
Lu 4,
Lu
T-q
N
Ln
r-4
r4
U)
Ln
W
0
U)
Lu
Lui
ci�
< z U
Lu 0 0 0
0
< <
U ILL, M -
0 Z C)�
23 Lu
z
zLLJ
0
z a z
LU 0
>
F- u)
�0- 8V R5-
0 LU 2: F-
2 > 9 o
0 U- z
0
zo
>—
rq
T-1
50; Z
z <
0
<
<
c)
>
LL.
Z
UJ
LU
>
0
Z _j
z
LU
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FFLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
4
7-T-7 dh ATIEP-R- T-] T-, III -7--,--TF-F ------------ 7 1 1 1 1 1 1 T— I I I I'l I I
. FL1-I1,,1L'LA:. I
----------------------------------------------
GENERALELECT
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.
POWER CO. FEED
INTERSYSTEM
BONDING
TERMINATION PER
NEC 08, 250.94
200A INDOOR PANEL
CENTER
10 # 15 copper to lights & outlets
NEMA 1
200 AMP
10 #12 copper to 20 arrip ckts
111 #10-2 copper to WH
00 #10-3 copper to Dryer
METER
MAINT
0
210 or
4/0 SER Alu
200 amp
r
150 amp
4 Bare Cu Ground
CLAMP PER 250.50 AND
250.52 OF THE 2011 NEC.
RICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY kA/ITW 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.
FE3W.P.
K):G.F.I.
k��
::E�
�@E
$3
?4
R
4-P.C.
Flu]
2
MP7
G�
-ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
LAV.
DUPLEX OUTLET IN FLOOR PLUMBING RISER_
NOTE: PLUMBING RISER ISSCHEMATICTO SCALE:NTS
220 VOLT OUTLET BE VERIFIED WITH PLUMBER
WALL SWITCH
THREE-WAY SWITCH
FOUR-WAY SWITCH
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN SWITCH FOR
DISPOSAL IN CAB. WP
TRACK LIGHT UNDER SINK (I.DG F I
FLOURESCENT LIGHT FIXTURE I I I I I 111 ..111 � 71
EXHAUSTFAN DEDICATED LL I ILIL- 73
RECEPTACLE 0 [IS - - - J11Z
EXHAUST FAN/ILIGHT COMBINATION FOR MICROWAVE ROUGH -IN
RANGE HOOD �Fl FOR OPT.
ELECTRIC DOOR OPERATOR (OPTIONAL) PER SPECS — FAN/ KITCHEN
CHIMES (OPTIONAL)
PUSHBUTTON SWITCH (OPTIONAL)
SMOKE DETECTOR L
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) �Fl t�GFI G I
TELEPHONE (OPTIONAL)
TELEVISION (OPTIONAL) >, F F
2x4 FL. 3
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
000
DISCONNECT SWITCH *='f V33
SPEAKER (OPTIONAL) OPTIONAL LIGHTING -
ROUGH -IN FOR OPT. CEILING FAN
Y-1, 0"
SCALE: 4
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
2" VTR
WM.
JB
2-
DEDICATED
RECEPTACLE
FOR MICROWAVE
RANGE HOOD
PER SPECS
COACH LIGHTS
OR PREWIRE AS
PER SPECS
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.
uj
P �:
uj Z
2 0 T
>- F-: ui
<
ui 0 n
> -j co
IRRIGATION GFI
@ 44" A. F.F.
1st FLOOR ELECTRICAL PLAN
SCALE: Y4"=V-0"
Q)
D
4--j LU
ru 0
U
0 LU
E
Lf)
0
00
U
a)
E
cr)
0) 4:1)
C cc Cl)
20 M C')
-T- (0
Nis
0 S "
CD
00
-00
U 4)
005 .2 FZ,
0
< 0
M
to -t
,t CL
A I
8 D.
C�o
C:)
co M
!�!! LO
M
C,j
In -
to 11�-
C-4
C-4o! C%J
60
0 0
0
Co Z
Z OP r Cj
ILL. LL.
mr 4F P- 0
C) CD 1p
4
-C
LU LLj
a-
LI:
LU u LL 0
0 C'u 0)
Z 2
#A @
M CU C-4
. MIMI
LL
Z Z
ju lic .
0
LO
Of 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 sea[ is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
C:)
C:)
Z r*4
0 0) N
14 4-J C:)
C�"
Z
fy)
V) M Ln
0
a) — Ln
Z
< - LL O-N
F- OL
>Z I rn
U rp -q
CL OC)
<
3i E
Z
Z
C:)
WLLJ
-j 0
0
LU LL 0
LU Z I.- a:
Lu 00 Z Z
< LU
U 1- 0
0
Z Z
0
Z
2: Z LZL, F- Z
Z
LU u,
0
ov)=) U0
a F-
r-4
C:)
U LU 04
Z @
Z
re)
LU LU
C:)
Lr)
r1j
r*4
Ln
LU
LL, aQ�
00....s Z
< On
Z
Lu 0 0 0 O�
0
<
U LU — -A 0
I-- (A co
C) Z
fa
Z
LU 0
Ce � — zz�
LU 0 a :D 0
(1)
Z
LU
Z 0
F-U
Lu!j
2!
UL C,) L>U
LU 6 Z
W LU 0
< 1221: 0
r-4
T-11
LL 0
X Z
Z<
0
C:)
(y)
N
2 ILLJ
-j he LU
, 9 Z
re)
Z
.. LU
LU
>
0
Z
-%
Z
LLJ
F1
—j
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
5
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
----------------------------------------- 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 ProtecUon: 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 AJarms: 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.
I - ELECTRICAL KEY I
KD-:
DUPLEX CONVENIENCE OUTLET
I ±,
P_P_
DUPLEX OUTLET ABOVE COUNTER
K#W:.P.
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
?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
nQ ELECTRIC DOOR OPERATOR (OPTIONAL)
CHIMES (OPTIONAL)
El PUSHBUTTON SWITCH (OPTIONAL)
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
TELEVISION (OPTIONAL)
7TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
t THERMOSTAT
0 ELECTRIC METER
PP7 ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
09 (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.
)pper to ilghts & outlets
)pper to 20 amp ckts
copper to WH
copper to Dryer
LANT
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. I
-----------------------------------------------------------------------------------
L---------------------------------
L------------------------------------------ J
2nd FLOOR ELECTRICAL PLAN
SCALE: Y4"=V-0"
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.
La
Z co
-0
Z
L/) (D
Q)
C—/)
11M
4—J LLJ
U
0 Uj
I, E
(/)
un
0
0 CO,
0
0
C14
IJ_j
E
8
(D Cl)
a M
C C', C',
1�0 :2 cl)
0 Ccq
0)
.20
U_ co
1 CD
C) 0)
(D
Q)
:3
0 .2 i::-
05
g
< 0
U.) 0
'r CL
0) <
8 Do
�Rco
C"
CN LO
ce)
C 14
(0 L0
U, r
C,4
C-4
CS
0 0
�E Z
M Z
0? C14
U) r.- —
U-
r N 0
LLI , 7�
(L CL
< LL
LLI U L� - -so
Z0 -0, 0 :3
Z r1j
A 9 Z-)
M 04
Z I Z
LL
W
(50
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.
C)
Z N
0 o)
�-4 4-J C)
ILI)
C)
C:)
fy)
4-J
U)
U) ON
—
LL
rL fy)
6- 0. 00
Z 3i E
Z
LU C:)
0
ED LL 0
LLJ Z W
F-
LU CO Z Z
U LU
1,- V) 0
0
z z L)
0 zofLw
Z >- < U X <
Act
Z Z Z
LU Z
wo L-9
C"4
S 0
LLj 04
C:)
0 Z
Uj = Z
(y)
LU
C:)
Lr)
1714
117�4
Ln
LU o
Lu F- 3:
Z
LU 0 0
0
<
<
U LFU- V1
E 0 Z
-0
Z
_j
Z :5 LZU 0�
- CY-- Z
0 :::)
Z
LU
0 0
(DW ZO
< U
2:
0 LU
2 > 0
LLJ 0 LL Z
C<' F- '0 8
C'4
T-11
Z) < W In
CyZ LL Z
(n X Z <
0
C:)
M
r F—
_j LL,
<,L
a
rt) C)
Z
. .
. . Lij
LU
>
Z
Z
0
:5 W
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FFLORES
VERSION NO.
1122
J013 NO: 16-6649
SHEET NO.
6
F—
F-:
U-
d
Cn
00
L--
U-
U-
0
Cn
M
LU
F-
LU
U-
Cn
UL
U-
0
Cn
M
LU
11--
;z
LU
VENTED SOFFIT 48 SQ. FT. �
X.-
.. .................................................................................................................................................................
ZONE-3
ATTIC SPACE 280 SQ. FT.
- F-7 71
.................................... ....... ............... ........... sh— .. .................. ...............................
.3
VENTED SOFFIT 44 SQ. FT,
7.
:A
:A
A
A
.... ............ ........................
ZONE-4
ATTIC SPACE
2136 SQ. FT.
VENTED SOFFIT
10 SQ. FT.
F-:
U-
d
ILL-
LL-
0
Cn
M
LU
LU
F-�
UL
C'4
M
11--
U—
U-
0
LU
2M
LU
ZONE-2
ATTIC SPACE
32 SQ. FT.
....................................................................................
Ux,
Vx
7:
ZONE-1
r.x.
.... ATTIC SPACE
::A
%:A 213 SQ. FT.
................
I --- :
Ll
d
Cf)
C=)
LO
ILL.
0
W
M
LU
ILL]
F--�
ILL.
d
W
F-
ILL.
LL-
0
U:)
fn
LU
F-
ILLJI
ATTIC VENTILATION CALCULATIONS - A
ATTIC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
1/300 Rule
Ridge Vent Arnt
(No Upper Ventilators
(Must Provide Upper Ventilators)
(Ft.)
Off -Ridge Amt.
Req.)
Total Ventilation
ATTIC
Provided by
SPACE
SQ. FT.
Total SQ.
SQ. FT.
SQ. IN, of
Upper
Ventilators
SQ. IN. of
ventilation
of vented
IN ' of
of
vented
ventilation to
be provided
SQ. IN. of
SQ. IN. of
(See Elev)
required
soffit
ventilation
soffit
by upper
Ventilation
Ventilation
needed
required
needed
ventilators
Main
0.0
0.0
Floor
213
204
29
102
7
51
0.0
0.0
0.0
(Zone 1)
Main Floor
0.0
0.0
(Zone 2)
32
31
4
15
1
8
0,0
0.0
0.0
Upper Floor
0.0
0.0
(Zone 3)
168
161
23
81
6
40
0.0
0.0
0.0
Upper Floor
30.0
0.0
(Zone 4)
2 136
2051
293
1025
73
513
450.0
450.0
0.0
*'NOTE**
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FBC 5th ED. RESIDENTIAL.
VENTED SOFFIT LEGEND
IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED
AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL . IF
LABELED AS"VENTED", NO FIRE PROTECTION WILL BE REQUIRED.
VENTED SOFFIT
ROOF PLAN A
SCALE: Y4"=V-0"
z
U1 (D
Q)
4-J
U
0
E
V)
0
co
0 Cl)
V)
.20
U
0 CY)
0) cl)
C cc c)
E
9
ce)
C',
0
a)
0
C U- co
*:5 - CO
a)
0
&
-Y
< 0
CL
C) < 0
A I
N C B D C
A
r
CD -
00 Z
0
LLI > N
LU
L�Lu
C'0
z 0
0
LL z
<
W
LU
Ln a)
El El
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
C:)
C)
Z r4
0 (1) r-�
L, c)
:3 9�0
o
> (f) r')
rn C)
M Lf)
U)
0) Ln
z
U-
M
6- CL OC)
z E
z M
UJ C:) F-
W
-j C:)
t.0
z
LU U-
LU Zz l-
M z cx�
U 0
gzoiozi")
Z U x <
z z
Ec Uj z
0 z
r*4
U L0
LU N
(D
0 z @
LU z
ro
22 LU
C:)
Ln
r*4
r-4
U-)
LU
z
LU 0 0 82
0
U Lu - _j
r- 6 0z -
'6
-0
Z
0 =) ME
LU 01
Z
I 0z
LQL9 1z 8 �2
'F-
LU
8
>
z
8
<
LU U, 0 u- z
02: on
>7
r-4
T--1
Cy LL. z
-_j
-j z <
U.J
0
LL
C)
0
LL
LU
z 0
>
z
0
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
7
W.W.M. PLACED IN 1/8"SAWCUT x 1/4
UPPER 1/3 OF SLAB SLAB THICKNESS
OR FIBERMESH WHERE SHOWN ON
REINF. SEE PLAN. FOUNDATION PLAN
U.1
x LU
Cn a -
CONTROL JOINT DETAIL
SCALE: 1 1/2"=V-0"
—#5 CONT REINF.
SEE FND. FOR
QUANTITY
#5 X 25" X 2511
CORNER BAR 0
FOR EA. HORIZ.
REBAR, TYP. U.
TYP. CORNER BAR
PLAN DETAIL
NE
N.O.
SCALE: 1 1/2"=1'-0"
SEE FLOOR PLAN —
FOR BRIG. WALL INFO,
A211 REINF. SEE PLAN
4"r
z
04
A
20" � r"(3) #5 REBAR
STEP DOWN BRIG. (2 STY.)
SCALE: N.T.S ,
50'-0"
42'-0"
12'-0" L 18--01'
N LAMUR
k�%. �3
L
S3
--i 0 0 --i
TYP. b _j _j
C? V) cun I
F-8" T-10" T-4" 8'-10" T-0" T-1 0" [0 3' 0"
(2) #5 VERTICALS
4" STEP /IN FILLED CELL
DOWN 2'-6" x Z-15" x 11-01,
MIN. W1 (3) #5's E.W.
>0(
F0 0
PROVIDE 1-1/2" REGESS
C? FOR SGD DOOR. REFER TO
F_ MASON'S SCOPE FOR
T-T IDTH
C.i. zo
3-1/2" MIN, 3000 PSI CONC. SLAB
09 FOR HERNANDO COUNTY ONLY
ED 2'- 1 5" 1, 16-0" 3-1/2" MIN. 2500 PSI CONC. SLAB OVER
e__ 6 MIL VISQUEEN VAPOR BARRIER
PLUMB.
-STACK
S �6 PLUMB.
TYP� @ rG G ST CK 0
2STORY
0? U.N.O.
�O T
I I I I I I I I I I I I!M F71-11717-117IT-Irl, ILL, 11111 [000
I F_
L
19
C.j.
1� w/3000 PSI C NC.
INDICATES FILLED CELL 0
GROUT FROM FTR, TO BEAM w/ 1#5 REBAR
VERT. ABOVE SLAB. TYPICAL @ ALL
PLACES SHOWN HOOKED FTG. DOWELS
ir 17" EMBEDMENT W/ 25" EXT.
ABOVE SLAB "GRADE 40 STEEL"
11 x 3'-0" x 1'-0"
(3) #5's E.W.
6'- 11 "
REF: EXTERIOR REINF. SEE
00
r.0
HB
+_
4"
SL B PLAN
C9
�e)
F.F.
'k
--*k-
4'-5"
T-1 0"
T- 1
[1'-4"
1 '-9"
5'�2&-Typ.
1,-q.,
�,-O"
4'-0" =0?
CD
C14 o
(y)
o
b
(3) #5
2011
REBAR
Z-15" x 2'-6" x 1'-0-- W/ (3)
7
#5's E.W.
2411 CONT.
2-STORY FTG
SCALE: 1/2" V-0"
0?
12f-811
L-*1 H.,
0
0
0 W
0 .
LL C14
8'-0"
12'-0"
x 2'-6" x V-0" W/ (3)
#5's E.W. TYP. AT
LANAI.
1 T-01,
8'-10" 6'-8"
(2) #5 VERTICALS
W/IN FILLED CEL�
—2'-6" x Z-6" x V-0"
W/ (3) #5's E.W. HB
AC PAD
AC PAD
0'-0" ELEV.
FIN CONC. SLAB
C?
. ...........................
FW_
6'-3"
GG
�37
LO
f G G
Q3
0'-0" ELEV.
14'-11 "
—1
C�
i�_
co
80
co
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014)
BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE
AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL
NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE
REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
TOP OF CO�C./ PAVER TO BE TYP. @
11 S3
4" BEL IN. FLR. 2 STORY
6-5" L. 2'-10" 7 U')
fU.N.O.
PR VIDE12'0"
RECESS Fl R FRT. DOOR I i Y-r-li I i I ix�I; 2'-6" x Z-6" x V-0"
W1 (3) #5's E.W.
0
C? C�
zo LO
3'-0" x 3'- Y x V-0" W/ (4)
#5's E.W 44
0
z
P:
0
0
0
F-
U)
LL
,.SEE S-3 FOR
RECESS OPT."
T-4"
501-01,
A�:tj) = %
C�
1 rTT-,r-,7-,r,-l7,r,
%
4" STEP 7-16"
DOWN 0
MIN. C0
0
3'-6" x 3'-6" x 1'-0" LO
w/ (4) #5's E.W. @ FOUNDATION
ONLY
(2) #5 VERTICALS
W/IN FILLED CELL
U_
Uj FZ 0�
o LLJ
Ljj
0 0 LU
"SEE S-3 FOR M I0
RECESS OPT."
0 M
I-- LLJ C3
C.ji LU
U-1
z
Uj
a.
co <
C?
0 60 %,60
C14
z 0
(2) #5 VERTICALS I-- I-_ 19
0 W
W/IN FILLED CELL 0 . �0
LL N
C.i. 0o,
1.— 0
0 1-- 1
0 Cn
U_
EO
C?
%
(2) #5 VERTICALS
TYP. @
IN FILLED CELL
1 STORY
U.N.O.
YK 'k V
11 - - 8" T- 10" 5'-4" 51-01, T-10" V-8" FOUNDATION PLAN-
21'-4" —7 e E1ev-AB,C_
SCALE: %4"=1'-0"
a
L"
(D -
Ce)
L/) (D
Q)
C_f)
Ik_j U_j
U
0 Llj
F E
Of
un
0
0 V)
0
Uj
E
0
C5
C M M
2 :9 c"
C CIJ
q
0 00
r
ILL CD
CO
2 1: z
'0') 0.0
U)
A
8 D.
N C B,D -C
0 0
tau
&L
'0
Z�!
Q
L) 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 5th 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.
0
z r14
r,
0
.2 C:)
V) 'M tD
c)
>
C:)
M Lr)
(n �5
LL Lr,
z
M
U, ,
CL 00
E
z C:)
LUUj
_j 0
0
C� O� Z
LU LL
LLJ zz CL
Uj z O�
U 'N 0
oz)� z < 0
Z 0 M
z >- < U x
z z z
z LZU
LU W _j
U 3:8 LO
0 Do Ce
r*4
C:11
U 2 LU 04
a. 0 z
z
ro
LU L4
C:)
Ln
rl-j
r*4
Ln
T-11
zi�
z
_j
LU 0;�
Lu � F- �:
�
Ce
00"m"s <
LU z g se
2
c)
<
Lou _j
U W -Z -
5 0=)
-0
Z
n
L�U: g z
=5 ZO
fu
L_
Z
Lu
OW -J.Z:t 8 P
ai
>
LU
z
91 -�in
8 2: 5
0
- F-
LL > 9 0 &
LU 0 LL Z <
C<,� �L-u ox: on
D
rj
T--q <
C, C12: z
V)
Ce
0
c)
Ch
N 0
_j z
0. �2 LU
6
rt) Z
z
..
.. ::)
LL1
>
Z
0
z
0
LIL
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEE7 NO.
8
Z�
W
2x BLK
C
A TYP. @
LOW ROOF
OMM
0
VA
1 3611,
I
I
loss-
FA
A02
FG1
-/J—
7 22
\\kDl
D1
A01
8'-O"C LG. HGT.
HGT.
-7 8'-0" CLG. HGT.
CJ5
I CJ5
CJ15
CJ3
C ;J3
CJ3
7
E
17
7
J
LO
Cil cl)
co Cil
0
TYP. @
LOW ROOF
U.N.O.
TYP. @
SINGLE
STORY
TYP. AT
CORNERS
M
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE LISP 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 - 1 Old 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. /(18) 1061-1/2
HTT4
2715
5/8"ANCH. /(20) 10dxl-1/2
i
HTT5
4350
3740
5/8"ANCH. / (26) 10dxl-1/2"
HTT5
3225
5/8"ANCH. /(28) 10dxl-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
TDX10
7845
—
4 - 7/8" DIA. BOLTS
N
LUS26
1165/1070
1005/915
8 - 1 Old 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 -16d x 3-1/2"
R
MTS12
1000
860
14 - 1 Old x 1 1/2"
MTW12
1195
1005
14-10d x 1-1/2"
S
MTS16
1000
860
14 - 1 Old x 1 1/2"
MTW16
1195
1005
14-10d x 1-1/2"
T
MTS20
1000
860
14 - 1 Old 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 W1 5" EMBED W/ SIMPSON "SET" EPDXY
V
LGT2
2150
1850
(16)16d SINKERS &
(7) 1/4" x 2-1/4"
TITENS
LUGT2
1850
1810
(16)1 Old NAI LS AN D
(5) 1/4" x 3" WEDGE
BOLTS
W
11X11
HTS 20
1450
1245
24-1 Od X 1 1/2"
HTW20
1530
1285
1 24-1 Old X 1 1/2"
Spi
585
535
10 - 10d
SPT22
685
8 - 10d
RP9
i n Rs
Rns
19 - inri
qPT9A
1 n.qn
iq - ini
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
(A)
1 OR 2 PLY
CARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6")
*FASTEN EACH (B) 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 IOR2PLYCARRIER--� -(A)
INTERSECTIONS. SPLICING �1102 x CONT LEDGER
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION.
FLOOR CONNECTION_
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL
OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O.
LOW ROOF & FLOOR FRAMING PLAN A
SCALE: X"=V-0"
SEE D1 SHEET FOR
TYPICAL ROOF
FRAMING DETAILS
Lal
M
Q)
+-j LU
U
0 Lu
r",
V)
V)
MT
1- E
0
(n
(0 C')
V(u
Uj
E
0) V)
M C',
cl,
0 0
-T-
U
FL 00
-00
(a
0 lie
-a
a)
< 0
U) C:)
Lf) 0 --t
A I -
8 D.
N I I D C
'W
cli ul�
Cl>
IN
U*>
1
C14
0
.60
0
J0 I*
�&;i:4
fag! c� I,,
LL
IS ......
jl, V-
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 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
z
0
1-4 4-J C)
(1) 1 5 -0
C)
>
F-4 C)
m Ln
72
V,
0
z
U-
CL
5, M
Cl 00
-E
Z3:
z C:)
WLU
—i C:)
0
01 Zo
LU LL
LU z U)
M 0-
LU 2 Ix
ul�-X(700
EZO >- z < 0
z z 0 x
< U <
<
X Z Z F- Z
z � : Lzu
LU R -j
<
= 3. LO
U .8 0
8
0
0 LU 04
P (3� z @
iL z
fy)
LU LU
C:)
(D
z
Lr)
1714
r*4
Ln
U-
0
LLi < F- 3:
0
0�
< Z'
LU Q
0
<
< 0
U L,
I.- U) co 2
0 z
z
z
LLJ F-
z 8, Z - i
LLJ Uj in :03 0
LU
LL
!� =1 < U r-
F- g U1
2!
06
0 x
2 2!� 2E 8 3-
LL
0 LL Z
LU x 0
T-4 0<!�
0
:Cly
rj
T--j 0
0, x "k
z z
0
C:)
Uj
CD
rt-)
z
LU
>
0
Z
:� 0
z
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FFLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
9
TYP.
U.N.O.
TYP,
U.N.O.
HIP
:RS
UPLIFT
CONNECTION
CROSS-REFERENCE
MARK
SIMPSON STRONG
TIE
USP
MANUFACTURING,
INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
SPF
FASTENERS
SYP
SPF
SYP
A
HETA20
1810
9 - 1 Od x 1 1/2"
HTA20
1615
1585
10 - 10d x 1 1/2"
B
HETA16
1810
9 - 1 Od x 1 1/2"
HTA16
1615
1585
10 - 10d x 1 1/2"
C
H2.5A
600
535
10 - 8d
670
565
10 - 8d X 1 1/2"
D
H3
455
320
8 - 8d
_RT7A
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 Od X 1 1/2"& 8-10
H
HTT4
3610
3105
5/8"ANCH./(18) 10dxl-1/2
HTT4
2715
518" ANCH. /(20) 10dxl-112
i
HTT5
4350
3740
5/8"ANCH. /(26) 10dxl-1/2"
HTT5
3225
5/8" ANCH. /(28) 10dxl-1/2
K
HD3B *
3130
3050
518" 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 - 1 Od x 3"
JUS26
1115/1060**
—
8 - 10d
P
H 2
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
1195
1005
14-10d x 1-1/2"
S
MTS16
1000
860
14 - 1 Od x 1 1/2"
MTW1 6
1195
1005
14-10d x 1-1/2"
T
MTS20
1000
860
14 - 1 Od x 1 1/2"
MTW20
11 Cv-,
1005
14-10d x 1-1/2"
U
MGT/MUGT
3140
3140
22 - 10d X (1) 5/8" ATR
5" EMBED W1
SIMPSON "SET"
EPDXY
V
LGT2
2150
1850
(16)16d SINKERS &
(7) 1/4" x 2-1/4"
TITENS
LUGT2
1850
1810
(16)1 Od NAILS AND
(5) 1/4" x 3" WEDGE
BOLTS
W
i
X" HTS 20 1 1450 1 124b 124-1 Od X 1 1/2" HTW20 1 1530 1 1285 1 24-1 Od X 1 1/2"
Spi 58-5 [_535 10 - 10d SPT22 685 8-10d
SP2 1065 1 605 12 - 10d SPT24 1030 12 - 10d
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 (B) 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 T-O" ON A HORIZONTAL PROJECTION.
GIRDER TRUSS (IF 2PLY
CONTRACTOR TO SCAB ON V-0"
LONG 2x4 TO TOP & BOTTOM W/ (2)
8d NAILS @ 3" O.C. TO PAD OUT
TRUSS TO 3 PLY)
(2) 2x TOP PLATE
SCAB ON TO ---/ i
TRUSS IF 2PLY
USPWUSC53W/(8)10d--Z"'
3 BUILT-UP STUD PACK
NAILS & (2):f" BOLTS W/ ��SEE PLAN FOR MORE INFO.
NUT & WASHER. (VERIFY
CONNECTOR W/ 4—
CORRECT ROOF PITCH)
HIGH UPLIFT GIRDER CONNECTOR r-1
UPPER ROOF FRAMING PLAN A
SCALE: Y4"=1'-0"
SCALE: 1/2" = V-0"
(A)
OR 2 PLY
'ARRIER
Z 2 PLY CARRIER —J
x CONT LEDGER
SEE D1 SHEET FOR
TYPICAL ROOF
FRAMING DETAILS
(D !P
c)
ID
13
'0
Ul) (D
Q)
C-/)
4—J Uj
U
0 LLJ
r111
V)
E
0
0
(n Cl)
V)
0 C)
N
U.j
0) M
r_ M CY)
E
8
2:2 m
0
51)
LL CO
CD
ao
Lo 0 't
< 0
CD
.t CL
d)< 6
AI
N
D.
N,C,B D C
-*C?
U*)
A! N
LO
;A
z
_6 " L6, C? r
__j
5,
0
r c,
W
LU U
La
Z 0
0 Cq 5
Z
UL
LU 0 Cq
W
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residentia I. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
C=)
0
z r1j
0 a) N
:3 kD
v) M
CY)
0
z
U
Ce OC)
z E
z M
WLU
_j 0
0
22 z
i1i LL 0
Uj z F- V) (L
LAJ Z z
L'u, a 0
0
z < o
z 0
>- < U
F- < <
x z z z
z � � Lzu
�2:5
LU _j
jL U LO
D 3: 5
W 0
C:)
= LU cv
1-2
0. 0 z @
z
LU
Uj
0
<
Lr)
r1i
11714
0
Ln
z
<
Uj
LU
ry
0�
< z U 0
0
< LL
Lij in 0 0 C)�
U �L.2 t7; C-0j 0
0 Z UL
Ce
E
Z
z
CL LL
Uj
z =) 0
Ce z 2E
LU LU :D 5
zo
LU
0
< U r-
'Fa-' g - V 6
>
0
2 0 Lu 2: �-- 5
2>90-
V)
a-
U1 LU 0 LL Z <
LU x 0
<!� 0
rj
T-4
D =) cl�
En U, x z
a -Z
0
C)
UJI
LLJ <
LU
<
U_
z
UJI
>
Z
z
0
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FFLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
10
.. 1, �, �r __
ALTERNATE POWERS
LO
10"=
0) - U11, ; A STEEL LINTEL Z
0 0
B/1T
8F8-1B/1T 8F8-0
TYPE DESIGNATION r-#5 RE BAR AT TOP #5 RE BAR AT TOP V
F = FILLED WITH IN. (1) REQ'D MIN. (1) REQ'D— 1-1/2" CLEAR
-1 016"Ll" ,,, - �: I ' L, 1 11 4 1
-1 O"'Ll", " "L , ,
GROUT / U = UNFILLED 4 1/2"
D D EAR
8RF14-1B/1T8IRF14-0B/1T 8F16-1B/1T 8F16-0B/1T :0. R RECESSED
0
QTY. OF #5
10 0 10 0
F_ R EBAR @ BOTTOM > Z�
8F20-113/1T 8F20-013/1T EL CAVITY
Lu
T) OF LINT M I N. ul
Q)
< < MIN. 4-J
R� 0 MIN. *MIN.
6F I (d B/1 T �2 2 A (0 C)
4 GROUT
z: P,:'= 10", z 0
A Z L
U
Z_� 01 4 1 7T=
Lu - F-
'0 2:
u) 0 E
NOMINAL QUANTITY OF A —#5 REBAR AT 0 u) Lo -
X LU > 0
4
V4 �o
A:
0 co e un u)
Z 0 BOTTOM OF >
0 t t
z, IDTH #5 REBAR AT 0 Z Lu 45 REBAR AT BOTTOM 0 cl)
-0B/1T TT;-L,- Z 7: W TOP , LINTEL CAVITY
8RF6 0 MIN. (1) REQ'D Ul 00
NOMINAL- "*-BOTTOM REINFORCING <on
U
N
HEIGHT PROVIDED IN LINTEL 42) cy)
(VARIES)
L_U
8" NOMINAL WIDTH E j2 -0
16 GAUGE POWERS r_
0, STEEL BOXED LINTEL 8 0,
FL c 0
-1 U10"
[0 01 U C
v'; MATERIA S POWERS STEEL BOXED LINTEL NOTES (ALT.) CL
:0, 0
8F20-1 B-2T fc precast lintels 3500 psi.
PC prestressed lintels = 6000 psi.
""LL't ONLY IF NOTED ON LINTEL PLAN LINTEL PLAN NOTES:
0 0 D §routed per ASTM C476 f g = 3000 psi w/ 6) a) C;
M ' J rw� 1. Refer to manufacturer's specifications for installation.
8F24-1B/1T 8F24-0B/1T li2� Maximum 3/8" aggregate and 8" to 11 " slump. 2. Contractor to provide proper protection of lintel to prevent rusting. 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION
ISoncrete masonry units (CMU) perASTM C90 w/ Refer to manufacturer's specifications.
minimum net area compressive strength = 1900 psi.
01 Stebar per ASTM A615 Grade 60. 3. If lintel is scratched or damaged refer to Powers Steel for repair. ONLY.
Prestres 4. Lintel depth to match precast depth. One #5 Bar required top and 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE 8 D.
1 10 0 sing strand per ASTM A416 grade bottom of all Powers Steel lintels.
270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to ASSUMED TO BE 16" MINIMUM DEPTH.
8F32 013/1T 8F32 1B/1T 7/32 wire per ASTM A51 0.
&ortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications
- 3 THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN -,4
.2
GENERAL INSTALLATION NOTES
X
L0 0
, I v 1. Provide full mortar head and bed joints. THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH
:0,
8F40 0B/1T .0 2. Shore filled lintels as required. P �Wo,P,4. or ---
THE ELEVATION DRAWINGS
Q
0 0 3. Installation of lintel must comply with the architectural and/or structural drawings. LU
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate > _j .."N' &�a_
<,LL LL -1,
4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
A"' 81`44 113/1T vertical cell reinforcing and grouting. U1 U
Z �0 &F
m c�,v < J
5. All lintels meet or exceed L/360 vertical deflection, except lintels 1T-4" and THE PROPER LINTEL HEIGHT.
(0) longer with a nominal height of 8" meet or exceed LJ180. ca :L1
:7:: 6. Bottom field added rebar to be located at the bottom of the lintel cavity, 2 ca
-7 5-LINTELS ATGARAGEDOOR OPENING ARE MINIMUM DEPTH 2 r_1 A_ 1� 0 1, 24
7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. Z Z
-in-place concrete may be provided in composite lintel in lieu of concrete UM IQ
8. Cast REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE 0 1
Z
masonry units. INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 0 El
10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have COORDINATE.
a coating of stucco applied in accordance with ASTM C-926 or other approved To t e est o t e Enginee s now e ge, in rmat on, an
Q belief, the structural plans and specifications contained
coating.
0 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) within these drawings comply with the Florida Building
0 Code 5th Edition (2014) Residential. Engineer's signature
8F28 Applied vertical load Applied horizontal load POWER STEEL LINTEL IS AN ADEQUATE and seal is only for the structural engineering portions of
0 loads shoud be checked for combine loading with the following equation:
8F28 OB/1T D 1 .0 the drawing pages bearing Engineer's signature and sea[.
8RF30 1B/1T Safe vertical load tafe horizontal load SUBSTITUTION @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
8RF40 0B/1T C)
Z r_J
0
�-4 4-J
V) ko
> co
rn p
< V) M Ln
Z 0
— Ln
U_
M
<U CL. OC)
--o
Z § E
Z
L LU C:)
_J C:)
LU
C
0
Lu LL
LU Z
LLI M Z CL
U F- no
CAST CRETE LINTEL 50,>_Z<0
Z 0 0- X
Z < U <
IS REQ/D. NO POWER �3-: LZL, ZZ
STEEL aw: L�
U CZ 0 LO
0 Z U C5
In W C>
MIN. U LU N
o Z
T C) Lu X Z
LU
MIN.
Ln
CAST CRETE LINTE f%4
IS REQ/D. NO POW17 C-4
STEEL Ln
U.1
< Z U
UJ @
u
U fA Co
< Z
0 0 Lu
Z Z Z
(j =) o
Lu 0
Z 2 Z, 8
0 LU
Z
> _'o Lu X F-
2 > g 0
LLJ UJ 0 LL Z 0<
Ce Ce
0 F_- 0
0 < < 0
0) :CD, X
09 b C a
0 q CD <
00 _j
60 - b C:) Z
0-0, 60 1- J, �2 Lu
<,. <
0 ro <
CD UJI
09 90 Z
LLJ F- Z
C? E0 Z
9 9
X b b — > 0
X Z
MIN. 1 �_4 _J
MIN. SCALE : AS NOTED
MIN. PLOT DATE 12/7/2012
TECH: FFLORES
I I 1 177 1- 1 VERSION NO.
T L All I
TV � I I I I I I I I I I I I � I � �—_ 11 1122
TJOB NO: 16-6649
LINTEL PLAN F& G_ LINTEL PLAN D_ LINTEL PLAN AB C SHEET NO.
SCALE: Y4"=V-0" SCALE: X"=V-0" L 1
SCALE: Y4"=V-0" L
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 (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) 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 R308.4, ITEM 7.
5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF
THE GLAZING 36 INCHES ± 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.
SPECIFICATIONS
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.
ASTIM 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 (FIRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014)
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION.
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.
ASTIM 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 ed. (2014) AND FLORIDA BUILDING CODE 5th ed. 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:
11. 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.
IIST 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: 7 PSF
BOTTOM CHORD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GAIRAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSIF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40PSF
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 W10 LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W1 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 PLF 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 ed. (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 DIL + FLOOR LL + ROOF LL
TOTAL DIL + FLOOR LL + WIL
TOTAL DIL + 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 WI RE FABRIC (WWF): ASTIM A-1 85 / A 185M-07
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE)
ACI 530-11 (MASONRY STRUCTURES)
4.2. CONCRETE:
EW16111
CONCRETIETYPE
MIN. 28 DAY
DESIGN ft)
MODULES OF
ELASTICITY
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):
31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.2.7.
CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL
ACI- MCP 2011 STANDARDS.
4.3. CONCRETE
MASONRY:
4.3.1.
FILLED CELLS W1 (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 W1 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 WA_LLS 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 SPIF #2,
STUD QUALITY OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 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 EXP I 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- 718" 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 ASTIM 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: ASTIM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTIM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTIM 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 $HALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS : 8d = 0. 131 ", 1 Od = 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 EMBEDIDED'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 "J" 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: ASTIM 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 ed. (2014), RESIDENTIAL SECTION
R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTIM 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 protedion system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 FRC R318.1- "A permanent si n which identifies the termite treatment provider
and need for re�nspection 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 all risers and
-0" of the building side wall.
spray hea s shall not be installed wi hin 1'
4. FRC R318.7- To provide for inspection for termite infestation between
wall covering and final earth grade shall not be less than 6 iRhes.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FIRC 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 rainfall occurs before vapor retarder placement,
retreatment is required.
9. FIRC R01 8.1.5 - �gn,?,rete overpour and mortar along the foundation perimeter
must e remove e ore exter c r soil treatment.
10. FIRC R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FIRC R318.1.6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FIRC 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
by a licensed pest control company before a certificate of occupancy will be issued.
The 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. FIRC R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-10" 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 5-10"
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: 5B GARAGE DOORS (V = 140 MPH)
SINGLE 90 +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.
KInTE:-
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1j/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8,,
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.
(D
0
-0
CL
V) (D
Q)
4--)
0
0 LU
Lh
E
0
W
co ce)
m
04
(D M
0) M
UJI
E
0
M Cl)
c2 -0 Cn
0'r- 04
y
a)
min
= .2 C)
LL Co
'5 -00
0 M iz,
a)
W -le
CL C)
LO 0! -�r
< 0
0)
CL __:1
0
AI
N C-B D C
N
0 0
0
Z LLt 1z
0
'P>
W
W U
Z 0
10
0
z.*
z z
0 C',
It
41,
0 co
El 0
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 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
0
14 4-) C:)
V)
C:)
> __4
C)
V) Lr)
U1
(1) 0 Ln
L_
z
LL_
0L O-S
>Z �
U M
r-L 00
< %00
z E
z
Lu C:)
W
_j C:)
0
E z
LU LL
LU Z Ln
LU M z
U i- � Lwn 0 0
0z
>. z < 0
z 0 a- it
z >- < U z <
<
z z Z z
z
0 w
La � _�
U 0 L0
= 3: U 6
0 a O� 0
Uj N
C)
0. 0 z
LU z
rt-)
LUI
C:)
T__I
r*N
Ln
Lr)
LU 0 _j
U.1
z U 0
LU in 0 0 W
0
<
<
U [_U 71 0
0 z LL
_0
z
z
LU �_
Z=12:0z
LL, Cy - 2� 2, z
Uj 0
zoo
LU
q
>
0 LU z F-
> 9 0
0 U_ z
< Z"e - X 0
>7
r-,4
T-11
M 2: LL
z
z <
Ce
0
C:)
j LU
�,e Uj
c)
z
LU
Z
>
0
z
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
SN
'_1 - - - - - - - - __ __ - - . , _11 I .- 11 . I . I , - I I I I I I i - r __ I T_ T - , I I , a .� ILI - - _( - _T I
C
G,A
• MEASUREMENTS ARE FROM FINISHED FLOOR
-IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
• ROUGH
• 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.
101-81,
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13-4-
(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" @ 24" O.C.
6--1
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
-01.
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
'IT-10"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
1154'
(1) USP HTW20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE 0-i
. . . . . . . . . . . . . . . . . . . . . . . . . . i- +
41 ........ ................
+ +
. . . . . . . . . 0 . . . . . . . . . . . . . . . i- +
4f . . . . . . . . . + + . . . . . . . . . . . + +
+ + +
+ 4 + 1-01, (TYP.) + +
6-0" 6'-0"
/ + + +
+ 4 + +
+ + +
+ + + + + + +
+ + _0"(TYP`
+ +
+ +
UJI + 15132" CDX
_J + +
co + +
PLYWOOD OR
+ + + 7/16" OSI3
+ + + . . . . . . . . . . + +
+ +
9
+ 4 + + + + . . . + . . . . . . . . . . .
I I + . . . . . . . +
+
'—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" O.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
J* FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL'GUN NAILS MAY BE USED
NOTE:
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000S 1.8/1.7
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 CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
FILL CELL-\
STD. 90' HOOK F BOND BEAM
.... ......
W
ILL!
\
.. .. .
........ ....
—
. ..........
... ....
...... ....
... ...... .
..
..
Q�
< STD. 90*
>
A
CONT. #5
CONT. #5 HOOK
BAR
BAR
E
--,\
#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
T
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
L
# OF 2nd FLOOR
i Solid block all posts from
above to bearing below.
STUDS
SECTION @ INT. BRG. WALL
N.T.S.
1/8" min.
2" max
Small gap 2" min.
"
.
max.
d
Clinch nails
when
possible i fr,�J
1) Support back of web during nailing to prevent damage to 7—
web-flange connection.
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 7 T
4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min.
required when indicated or 4" max.
2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite t=6-16
- Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing
top flange of joist. WEB STIFFENER
DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
over squash=20 blocks and
0
require additional
wall or beam below.*
w
consideration. Check
local building
code for appropriate
details in
One 10d box
kor--20
areas=20 of high
sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVIL or
S
Glulam Beam
Boise Joist Blocking
Llqp 3" 1 nd) nails at 6" n r-
QT,-' Provide adequate bearing
for each lapped joist.
Od nails
SECTION INT. BRG. WALL
N.T.S.
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
IN BEARING ZONES D
DIMENSION OF LARGEST HOLE
(KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
DO NOT cut, no%tch
I �e
or drill flanges I
Web Stiffener Fastener
1 Joist Bearing Location
Series Depth � End Intermediate
BCI 5000s
9-1 /2"
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
BCI 6000s
BCI 6500so
9-1/2"
11 -7/8"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
_�-_8cl
16"
2-8d
6-8d
BCI 60se
11 -7/8"
2-8d
3-8d
-
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 90s@
11-7/8"
3-16d
3-16d
14"
5-16d
5-16d
d
6-16d
higher than 15001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 plf max, along bearing wall
Required on interior walls : - for vertical load transfer Plumbing
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Joist
When joists meet over wall, provide
unu
'oc'
he
13/4" minimum bearing for each. I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S.
Use 1 Odx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
Mm t 0—L-0 11
A 1Y2" ROUND HOLE MAY
BE CUT ANYWHERE IN 6" 6"
CANTILEVER
THE WEB. PROVIDE AT
LEAST 3" OF CLEARANCE
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2"
NOTES:
DO NOT CUT HOLES
LARGER THAN
ROUND IN
CANTILEVERS.
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. 1Y" 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 1Y2" 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.
JC
USP
MUC
THRU
5/8110
BOLT
U
ML
R TRUSS
*OP PLATE
LC
TYPICAL USP MUGT15 TO
BUILT-UP COLUMN DETAIL
TYPICAL HUS INSTALLATION
AIN. EMBEDMENT
SCHEDULEFOR
:_ AND QUANTITY
)F FASTENERS
TYPICAL HTA 20-18 HTA 20
INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
nstall tight to top flange.
SLEEVE THRU STEM
SEE PLAN FOR--'
FOUNDATION INFO 4*
STEM FOUNDATION
Filler block.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
11/4%2" gap
Backer Block
"Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 114"-2" gap at bottom of top
flange. flange.
eb stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
re'
dc
/h
e
0 r
requirements
FO.6 X Joist
depth
D
A
I -JOISTS BUCKETS
N.T.S.
GRADE
/--REINF. SEE PLAN
(2) #5 REBAR
A/C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
HTA 20-18 HTA 20
INSTALLATION @ MID SPAN
LOCATION OF
UPLIFT VALUE
NOTE:
SECOND RT16 IS BASED ON
S.P.F.
USP RT16 USING
16-8d xl 1/2" NAIL
s
UPLIFT 11030#
TYPICAL RT16 INSTALLATION
TYPICAL MTW INSTALLATION
TOP (2) #5's x 4' 0"
CENETERED @ PI�E
PENETRATION�
12" BELOW
GRADE
117
PLUMBING LINE
PVC OR SCH40 SLEEVE
A. 4..-
AINIT
SEE FND. PLN.
SIZE & REINF.
PIPE VERTICAL THRU FND.
E
TOP (2) #5's x 4' 0"
CENETERED @ PIPEJ
PLUMBING LINE
PENETRATION
1
L
------ ------- �=_ ,
r
--------- — -------------
4
A -'- _:_�/
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENETERED @ PIPE:�
PENETRATION PLUMBING LINE
4
4-0
4
110fE1E[L11I
_I�EFI 7rMi
41
SEE FND. PLN.
SIZE & REINF.
ON
0 LID
Z co
0
—0
<
1
rl
—
(JI 0
Q)
4-1 LU
LU
0
D_
E
0
V)
W CY)
00
E
8
Oce)
0) cl)
a W M
2 -0 M
, C 04
0
Rig
�2 0
_117 qj
ow
0
= u_ 00
15 6
0
4)
-,
05 to
Lo 0 lr
0
<
"t CL
< d
A I
Wa.
If
"go
,�
C61
-OWN-'-'
;3
Z M
.9r
0
_2
C44
Lul.
L":r I
T!0
rq
z
A M A::
21 IN
M
z *A
RLi5
W 14L 8
0 C"At!
T the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
de 5th Edition (2014) Residential. Engineer's signature
acnod seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
CD
C)
z (N
0 (V
14 :i:j
. C)
=3 tD
CD
> in M
1-�
0
fu In
z
a- Ln
q)
WON
a) — Ln
U_
z
61 CL 00
<
E
z
z
LU C)
W
_J C)
,%0
V_
mi
0
00, 0
LU
LU Z V) -
U.J z 12-
2 W
< UJ
U X EA a 0
gzo >. z < 0
z >- z 0 a. W
< < U � <
Z
= X z UzJ z
C.1i W,
0. U 0 Ln
=) U
0 O�
5! LU C14
C:)
0 z @
U.J z
M
R W.
C)
U-)
C'*4
0
�-
'U
< Z' 8
W 0 0 0 &
0
<
U �W_ 1:7,) -MJ 0
0 Z u_
-0
Z
z
I LU 0 �-
Z CY Z;�
W 0 D 0
U, z 0
UJ
(3
U
_J
0 LU z
2 2 > 9 5
W W 0 LL Z
W 2: 0
r-4
T-4
LJ_ z
z <
0
0
C:)
rh
_J W
_J he W
< 0.
Q.
c)
<
U_
z
UJ
>
Z
z
0
14
_J
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FFLORES
VERSION NO.
1122
30B NO: 16 -6649
—
SHEET NO.
SN 1
-A
V (1) ROW 2x BLOCKING @ MID
2x#2SPFSTUDS -\ HGT,FORWA11 HGT. !� 8'-6".(2)
@16" O.C. W/ (2) ROWS 2x BLOCKING@ 3rd PTS
16d TOENAILS T & B FOR WALL HGT. > 8'-16".
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
APPLICABLE.
2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
@ 6" MAX FROM END OF 2 x PLATE E
(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q
(1) LAYER TYPE 11 (#30) CHAIRS (TYP.) WWF OR FIBERMESH CIO
UNDERLAYMENT FOR
ROOF PITCH 4:>12 & (2) LAYERS A*
TYPE I OR TYPE 11 (#15 OR #30) A
9
UNDERLAYMENT FOR ROOF ItTI F1 1-1 r--' I
FOR UNDERLAYMENT PITCH 4-<-12.
1 r
REQUIREMENTS SEE R905. PRE ENGINEERED WOOD 11 :1=, F�Ll r--,
TRUSS @ 24" O.C. U.N.O.
12 1 1=1 I
TTT
HURRICANE ANCHOR @ EACH
_z�Ty(TYP.) V TRUSS (SEE UPLIFT SCHED.) W/
7p, ARIES 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 113""'IIIIIIIII"llil
NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"'0" S3
SN1 =nD Ar-Ar-11-1-InKlAl Q1 AD
VARIE
ELEV SA
INFORMATION.
5/8" OR 1/2" HIGH
ALUMINUM DRIP
STRENGTH CEILING
EDGE
BOARD PER CODE (OR 5/8"
LUMINUM FASCIA
GYP. TYPE "X" @ GARAGE
W/A HABITABLE ROOM
T
12"
N.O. 2x SUB FASCIA
ABOVE) W/DRYWALL
EE SOFFIT
SCREWS @ 7" O,C.
SHEET
LOAD BEARING OR
CEILING & 8" O.C. WALLS
8,,x8"Xl 6" KNOCK -OUT
EXTERIOR WALL
INSULATION PER
BLOCK W/ 1 #5 CONT.
CHART ON FLOOR
FILLED SOLID WIGROUT
PLAN
SEE CC/S3 OR
1x2 P.T. HORIZONTAL
G/S3 FOR ANCHOR
NAILER
8" C.M.U. TYPICAL
BOLT INFO.
(IF NO UP LIFT ON
STD. 90-HOOK (SEE DETAIL)
TYPE 'IS" MORTAR
WALL SEE GG/S3)
*USP SPT22 TYP.
------ARCHITECTURAL
FINISH
1x2 PT WD FURRING @ 24" O.C.
1/2" GYPSUM WALLBOARD
(1) #5 VERT. IN FILL
MONO OR STEMWALL---,,
U.N.O.
CELLS(SEE
FOOTING MONO SHOWN
FOUNDATION PLAN
FOR CLARITY
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
NOTE:
*FOR BEARING WALL
FILLED CELL TYPICAL
W/ UPLIFT ONLY
MIN. 2500 PSI CONIC. SLAB
AT GARAGE CONTRACTOR
2 L, f
MIN PSI MAY VARY PER
U)
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
I I ��ELI F_
:F,
CONCRETE SLAB W1 6X6
/-NOTE:EXTEND
FRAME WALL TO C.M.U. WALI
W1.4XW1.4 WWF OR
DECO FINISH 4" to 6"
"FIBERMESH"
BELOW GRADE
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
00 z
-11111 ]111 it It
6 MIL VAPOR-/
BARRIER
I> 4
COMP. SOIL.
(COMPACTED TO 95%
MODIFIED PROC TOR
ASTM D1557)
3" MIN. CLR.
(2) #5 REBAR CONT._/
ON 3" CHAIRS TYP.
4"
V-4"
STD. 90 HOOK (SEE
U.N.O.
DETAIL)
TYPICAL WALL SECTION
K*A�
SCALE: 3/4" = V-0"
S3
5/8"OR 1/2" HIGH STRENGTH RUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH RUSS BOTTOM CHORD OR 2x4 BLOCKING W/
(U.N.O.) (OR %i'GYP. TYPE 'I @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "I @ 2-16d TOE NAILS @ EACH END
GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM
ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW
8"x8"xl 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 "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR
SHEATHING REQ'D. FOR ALL ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd FITS HGT. < T-13". (2) ROWS 2x BLOCKING @ 3rd FITS
INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-15". FOR WALL HGT. > 8'-6".
SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN
4" O.C. @ BOUNDARIES, 6" O.C. @
3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8" x 10" "J" BOLT @ 24"O.C. W1 SP SPT22 CONNECTOR
2"x3/16" PLATE WASHER (TYP.) 7'0/16" PLATE WASHER (TYP.)
C0 ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"1 TITEN HD @ 24" x P.T. BOTTOM PLATE
O.C. OR 5/8"xl O'WEDGE ANCHOR O.C. OR 5/8"xl O'WEDGE ANCHOR
OL P x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4
A. F. F. '-F
@ 24" O.C.) 211 WWF OR FIBERMESH @ 24"O.C.) 211 WWF OR FIBERMESH
4* ,,-3 1/2" MIN 3 1/2" M IN.
4-
.-4 1 4 4 4 4 ELEV. 4-3 1/2" OL I.-
4, 4 4 4 AFF
T� LIU= ILIT-i-i.
4 ILL 771 t>
1/2"(min.)- 1/2"(min.)
2x4 CON LL
4 4 4" -4-
LI
4 z
11/2'( --.4".
CNI 00 " A - . Ill =� =ILI= I= 00 - -4. 41 IEE� JjIF
.. IL g=
(3 '1/1
"(min).7
4 /2"(min.).- 4,"j 31/2"(min-.).7
GARAGE DEPTH VARIES N
W
III I I 1=1 I 1=1 -111=1R-WO I='
�1 �r_
LUE, I I e�611 711�11�:Ii
it 7
q 1E _EE = . . . . 1, 1,
III C
(2) #5 CONT. . . 811 (2) #5 ONT. 81,
4" T-4" 4"
U.N.O. MIN. U.N.O. MIN.
GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP @ SHEARWALL rc`,IIIIIIIII� TYPICAL BEARING WALL @ STEP rcc
SCALE: 3/4"=V-0" I",i, S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 ) SCALE: 3/4"=V-0" S3
" 10-1-1
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ?G10. SSG
NAILED W/ 8d COMMON NAILS @ 4" O/C
2x S.P.F. S UDS) @ 1 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (1) ROW 2x BLOCKING @ MID HGT.
81, C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C NOTE: FOR WALL HGT. 15 8'-6". (2)
THIRD POINTS ROWS 2x BLOCKING @ 3rd PTS
1 "x P T STUD ��ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR 7FOR WALL HGT. > T-16".
ADDITIONAL INFORMATION
0*
#5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
04 LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP. WB (MIN.) @ GARAGE
5/8"' x 10" '1 BOLT @ 24" O/C W/ 2"X 3/16" FMETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE.
5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK mi -5/8"- EXPANSION BOLT @24 " O.C.
@ 24" O.C. VERT, OR SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 71
5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ 5 IN. T E
(6) 1/4"x3 1/4" TAPCONS SPACE ANCHOR E
6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20' MIN. LAP [24" MIN. LAP] #5 REINFORCING x BOLTS 6" MAX FROM .4 x W1.4 III:
SPACED EVENLY x 6x6W1
FIBERMESH BAR
CNI /-WEEP SCREED INSTALLED x x END OF 2" x PLATE WWF OR FIBERMESH
----2x P.T. PLATE -1 1 - F I C?
PER MANUF.
#3 OR #4 REINFORCING BAR X LU
ASSUMED FINISHED �:E . 11 .. . . \' 40ksi / U A
GRADE t> #3 & #4 LAP SPLICE GRADE 40 MIN. Fy x =
>< a.
[GRADE 60 MIN. Fl== 60ksil x > 7 9
FINISH GRADE 00 2 MIN. LAP [30" MIN. LAP] a.
t> 25 r . .. ...
L LU
00 11� A mm-r;- 0? ;Zxx\ XA7
R tP
6 MIL VAPO THE, I E�1� ... .... R 17/8"
1=1 I 1=1 I I= #5 REINFORCING BAR
E - -
E ''Ll F;=.1 I 1- 1 (2) #5 CON
1-111-11 1_1 #5 LAP SPLICE .. ....
ON 3" CHA
36" MIN. LAP [36" MIN. LAP]
V-4" 8"
�2 COMP. SOIL. (COMPACTED TO (TYP.)
�ILI IT IT 101,
�U ril=111=111
95% MODIFIED PROCTOR ASTM Tl:== I t I I It.1 x/ --y-yyy \xxl
17 H
U�,,T
rt , T lr=, -, F1 �= F1 D1557) - r� I,
-'---#6 REINFORCING BAR #5 STD. 90 HOOK
I F 411 10-41'
#6 LAP SPLICE TYPICAL INTERIOR BEARING
DONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING (""E� REBAR DETAILS rF WALL W/ UPLIFT rG
SCALE: 3/4"=V-0" S3
BLOCK WALL BEYOND
EXPANSION JOINT -
OPT: DEPRESS SLAB 5 Y2" DEEP
AND 6" BEYOND DOOR TO 13"
O.H.D. RECESS
RECEIVE PAVERS DRIVEWAY
BLOCK WALL BEYOND
CONCRETE SLAB I
14" -ro Cl)
H.D. RECESS 2 04
PAVERS
(71) -4
I f
1h= .
IL
2 4
00
EI r-21 M
`4
tr=.l I I F1 r= 1 I=_
0?
=1 I M I= U1 Ir-44 -7 R-
_T
SEE A/S3 OR J/S6 HTI gllW
14-1 FOR REINF. INFO. 3" MIN. CLEARANCE
V-4" (1 STORY)
SEE A/S3 OR J/S6
FOR REINF. INFO. ... ... MIN. CLEARANCE V-8" (2 ST2RY)
(1 STORY) V-8" (1 STORY W/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS
1 1 1 8" (2 STOR") SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
GARAGE DOOR SLAB RECESS ADDITIONAL INFORMATION.
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
ADDITIONAL INFORMATION.
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SCALE: 3/4"=V-0" SCALE: N.T.S. SCALE: 3/4"=V-0"
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"--\ A GRADE
00 F--=l J�E
L L 5=_.,
I M-0) #5 REBAR W/ OPT.
_ 7SCRFFN FNCLOSURE
1/2" GYP. BD.
P.T. 2x
2%, HOLD GYP. BD.
1/2" FROM SLAB
01011 CONT. BEAD SEALANT
INTERIOR 2X STUDS @ 24" O.C. U.N.O.
-3 1/2"
7!?�,::,�GARAGE
1/2" GYPSUM WALLBOARD U.N.O.
CONCRETE NAILS W 11/2'
W/ DRYWALL SCREWS @ 8"O.C.
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM INSULATION PER CHART
PLATE TO CONCRETE ON FLOOR PLAN
2
(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
B
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
0?
<
6 MIL VAPOR
BARRIER 1 11 1
4" 4"
INTERIOR WALL SLAB STEP NON-BRG.
SCALE: 3/4"=V-0"
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=1'-0" S3
VARIES
1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
S.G.D. (U.N.O.) WWF OR FIBERMESH
E
4C81
EE
4 111
A _F. F,
00 LF,
Tiv
M
SEE A/S3/J/S6 44 4*1 Y.- 4
FOR REINF. INIF 0.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS (@ S.G.D. rI�
SCALE: 3/4'1 S3 )
MASONRY WALL AND
PAD FOOTING
8" MASONRY WALL EXTEND FILL CELLS
TO FOUNDATION PAD
CONT. FOOTING STEEL-\ MAT REINFORCING. !Z1
C13
00 z GRADE
0 LU z
W
W
a. LU
0 W u) LU 1z z
00 X:
ILL 0 .14
-_:: --- OOTING
Q
_;J1 I- BEYOND
PAD REINFORCEMENT
(SEE SCHEDULE) FOOTING WIDTH
SEE SCHEDULE
PATIO COLUMN FTG. DETAIL �N
SCALE: N.T.S. S3
L3
z M
z CO
V) 0
Q) C11
jD4--J
,
170 n
U
0 Lu
CL�
E
0
V)
(n
20
M I'-
CN
a) Cl)
0) co
p- E
0
C M co
2:2 CO
CN
q
(D
map
0 CD
LL 00
0)
0
(D
<
0
0
A I
N C D C
I La;I_
411
C
C, I-
z+-II g
LLI 11-
lu LL t- 0
T; .0 �',
-0 1-,
zC
1W C'4
z
Ul
0 8
0 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 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)
a
Z r-j
0 Qj N
PI 41 J=
U0 %D
> fy)
f0 Ln
<
CL (n
(A
z
U_
L2.
fu
CL
00
Z E
§ (a
z
C�
WLU
_j C:)
0 z
IS
LU Z V) a:
LL, M Z z
IIC LU
u8xtnoo
Ez >_ z < C-)
zo-W
z >- < Ux<
F- < Z Z z
2:
z 2 � zu
-5 00�
a- D U
r-4
8 b LLj cli
C:)
oz@
LLI z
LUI
C:)
L0
r*4
L0
0
'0�1 ZO Ile,
0
uw-M,-2
EOLZ,,.�,
z
z
8, z;i
LU M 0
LU
80
>
LU
2 > 9 6 o-
LU 0 U_ z
cz) 0.
D =) < 3� a
ocyx ,
in z
z <
�
0
C"D
ro
_j LU LU
j �.e
< a: F<-
F-
C:)
(y)
<
71
. .
. .
LU
I.-
Z
>
0
z
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
JOB NO: 16-6649
SHEET NO.
S3
(MONO)
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
(2) 2x HEADER TO SIT
2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE
SEE PLAN FOR HEADER SEE PLAN FOR SIZE
CONNECTION
-----2x DEAD WOOD @ MID
POINT w/ (3) 12d
TONEAILS SPACED
DOUBLE 2x TOP EVENLY
PLATE
HEADER FLUSH TO OUTSIDE OPTION
2x BLOCKING @ EACH END W/ 1 Od @
4" O.C. FROM EACH HEADER FACE
W/2
TO BLOCKING
____(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 10d @ 8"
VARIES O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
12
SEE TYPICAL WALL SECTION
SEE ELEV.
__�__PRE-ENGINEERED WOOD
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
TRUSSABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
USP SPT24 @ EA. STUD
(3) 10d TOENAILS T&B
AS REQ'D
2x BLOCKING @ MID
1--�—POINT EVERY OTHER'
STUD W1 (3) 1 Od NA S
ILS
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 70 V
5/8" x 10" "J" BOLT @ 24" O/C MAX
W1 8" EMBEDMENT
�1
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. :
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
90A
STD. HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
KIS4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
TRUSS
PLIFT CONNECTOR (SEE SCHEDULE)
OISTURE BARRIER
SCALE: N.T.S.
I
ZSEE PLAN FOR OTING
DIMENSIONS
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
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
WALL CLEAN -OUT rA
SCALE: N.T.S.
� �4
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
KNOCK -OUT NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7
4
STD. 9(YHOO
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 64' WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
j
Ih
1E
T
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
1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR
BLOCK WALL ABOVE.
SCRAP MATERIAL --
MOUNTING BASE SHOWN
IN POSITION
—2x6 MOUNTING BASE
\ _j
_j
<
W
LLj
>
0
FORM CREATES CONCRETE RECESS TO
FOR WATER SHED.
RECEIVE GARAGE DOOR AND TO ALLOW
2X4 (NOM.)
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
GARAGE DO
8x8x16 C.M.U.
GARAGE DOOR ROLLER
CONNECTION ASSEMBU
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
�4
SCALE: N.T.S.
BOTTOM OF MOUNTING B)
CONCRETE BASE FOR
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING. —
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
7 5/8,, 8" 7 5/81, 8" 7 5/8,, 8"
0 v
SOLID AREAS ARE
STEEL AND GROUT
11
INTERIOR
WALL 0_
li
= 4FE.— 1
CL DOOR OPENING 1F=_1 F�-�� -DOOR OPENING
E F1
-17 1111
EXTERIOR
WALL
F111
1 ST COARSE 2ND COARSE v 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
SCALE: N.T.S.
� �4
VERTICAL JAM
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
-DOOR OPENING
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)
TTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
TRUSS BO
[BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD
@
EACH END WALL
DOORSTOP
W < 4
MOLDING
<
Cn
GARAGE
2x TOP PLATE -
\�2-16d NAILS @ 24" O.C. OR DOOR
EQUAL TO TRUSS BOTTOM 2 x 6 P.T..
__11/� CHORD OR BLOCKING
2x STUD @ 24" v
O.C. MAX.
PROVIDE P.A.F. NAILS OR
2x P.T. PLATE EQUAL @ 12" O.C.
STAGGERED FROM BOT.
SEE A/S3 FOR
PLATE TO CONCRETE
REINF. INFO. W/MOUNTING ANGLE
4 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL INTERIOR NOW
K
i
BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUC �K
SCALE: N.T.S. SCALE: N.T.S.
lt&4��/1414hv
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
USP SPT4 W/ (6)
1 Od 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
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
EA END
EA END
EA END
EA END
1'- 4�
(1)
(2)
(1)
(2)
(1) LISP LSTA30
4- - 9'
(2)
(3)
(2)
(2)
(1) LISP LSTA30
9'-16'
(3)
1 (4)
(2)
(4)
(2)
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
(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 W1 MP3 CLIPS
EACH SIDE
"--2X STUDS TYP.
__USP HTT1 6 TYP. U.N.O. SEE N/S4
"HOLD
DOWN CONNECTIONS
NOT REQUIRED @ BEARING
WALLS NOTED WITHOUT UPLIFT
P.T. BOT. PLATE
WALL HEADER DETAIL
SCALE: N.T.S. 1\14�
-USP SPT4 SPT241
P
S
2X STUDS @ 24" 0 C
P.T.
ATE
SEE TYPICAL WALL SECTION
12
PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
TYP.) SEE ELEV.
UPLIFT CONNECTOR (SEE SCHEDULE)
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" THICK.
/-CRICKET AS REQUIRED
USP SPT24 @ EA. STUD
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING (7
O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
1�1
.1
1 - 7-
USP HTA20 @ EA. STUD -
L
MAIN SPAN
I
-
MOISTURE BARRIER
ROOF TRUSS
I
UPLIFT CONNECTOR
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL ------ H I
W/ STD. 90* HOOK IN K.O. BLOCK
a�a_
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z W/ (12) 16d NAILS
TOP SPLICE
2 ROWS 1 Od @ 3" O.C. (14
Nj
NAILS TOTAL) EA. SIDE OF
4,9,, SPLICE STAGGERED
*z
VV
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
TO P PLATE
W/ %16d TOENAILS
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUST BE
OVER STUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S.
F= 2240 LBS
USP
USP SPT4--7 4ZPT)A_l nC rr—USP SPT4
TRANSOM FRAMING
SEE SECTION AA/Sl
AND BB/Sl FOR
ADDITIONAL DETAILS
/-RECESS
LINTEL
INTO
TRANSOM
FRAMING
T4 rSP SPT22
USP SPT4
PSP
TOM PrTE
H
2X8 P T BOT
\-5/8"X10" "J" BOLT @ 24" O.C. MAX.
C
(MIN. (2) PER BOTTOM PLATE)
USP C
SCALE: N.T.S.
2X TOP PLATE
OVERLAPPING
1 Od NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
—2X P.T. PLATE
LISP SPT4
SPT241
SP SP
///—US
SP
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
-RECESS
LINTEL
\-NAILED INTO
TRANSOM
FRAMING
SP
SUPT2
SP
PT4
4 4
D
1
2X8 P.T. BOTTOM
PLATE
L5/8"X`10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
ROOF TRUSSABOVE
2X BLOCKING
--(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/0)
CONT. &
FILLED
5/8"X1 0" J-BOLTS
@ 2-4- O.C.
MASONRY WALL
T4
1 Od NAILS @ 4"
10d NAILS @ 6" O.C.
STAGGERED
STAGGERED
0 0 TRANSOM FRAMING
BEYOND.
F
L PLYWOOD
SHEATHING
PLYWOOD FASTENED TO TRUSSES 0
WITH 8d COMMON WIRE NAILS @ 4"
O/C BOUNDARIES 6" O/C EDGES
& 8" O/C FIELD
—PLYWOOD
SHEATHING
MASONRY --
WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C.
P MAX. (MIN. (2) PER BOTTOM
T4
PLATE)
ALTERNATE:
-- I T_
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY rR
SCALE: N.T.S.
0!�
Lu
<
1
V) (D
Lij
0
V) 12:�
2
F_
E
0
(n
co Cl)
(10
C14
0
- LU
0 Cl)
M M
C W V)
N
8
O"C
(13
0
LL CO
-00
0
Lo 0,�d-
< 0
0)1
CL
< 6
A I
8 D.
11 C D I
XC
CN Ul)
C',
mz.W- W1 21- ......
-
E
Mr 4W —jIi- 5 , I ,
--cc,',' c) nO
S 71" ,
U 0
Z, U 4
50,-,
0.10 _= CD
2 cc C�
r
C�?
Z, 2�
N
1z
Uj 8:
U, t0l
z"CL
C",
To the best of the Engineer
belief, t e structural plans and specifications contained
within t e,e drawings comply with the Florida Building
I
ode 5 Edition (2014) Residentia Engineer's signature
C t
and seal is only for the structural engineering portions of
t he drawing pages bearing Engineer's signature and seal.
0
C:)
z 117�4
0 a)
4_j C)
61) —
:3
> LO M 0
4.J
M Ln
-a
Ln
Ln
< LL
CL
31
CL 00
E
z 3:
M
z C)
LU
_j C:)
0
OZ
LU Z l,_
00 Z
LU z
U LU 0
U)
r- 0z z < 0
0 z0aw
Z�E<U�<
Uz, i.- zz
Up _Uj
rq
US 3:8 -0
000 ceo
U —
2 LU CN
C:)
0. 0 z
LU = z
M
W 1z; LLI
CD
3:
v__I
N
Ln
11714
r-4
Lr)
LWU 0 <
uq<
13C Ln �e Ce
< z g 0
LU
0
<
ow
U V) M LL
z
0, -0�
-0
M
Z
z
F-
Z
Z CY _'L� =3 z
LU 0
Or-
L_
a)
LU
>
_j0
%%.000
Lu
2 2 > o a,
LU Uj 0 U_ z <
C , , I -U 70: on
< L
:0 < W a
'n (yx U_ z
z <
0
C:)
ro
W Uj
<
CD
fy)
z
LU
>
0
Z
z
14
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
S4
USP HGAM 10 W/ (4)
1/4"x1-3/4" WEDGE
BOLTS & (4) SIDS 114
x 1 1/2" SCREWS
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
7
7CKNAIL
NAILING SCHEDULE FOR USP RT16 OR EQUAL @
TOPCHORD — —
@ 24" O.C.
SHEATHING DETAIL EA. OUTLOOKER 7
Zx4"
.
BLOCKING FOR�—x
UTLOOK ER
FIRST FOUR
x
ROWSOF
45'
24" MAX.
tUSP
TOP CORD BLOCKING
45*±
2X4 CONT"L"B'R*ACE
TRUSSES @
RT16 OR
FOR FIRST FOUR
FASTENED W/ (2) 1 Od
EDGES OF 2X4 CRO§� BRACE
EQUAL @ EA.
ROWS OF TRUSSES @
3"@ 24" O/C. CM I D
SHEATHING APPROX. 8" FROM
OUTLOOKER
EDGES OF
HEIGHT
TYPICAL @ RIDGE FASTENED AT
"L" BRACE TO EXTEND
SHEATHING TYP.
2X4 KICKER
2x8 SYP#2 1" BRACE TO
48" O.C. EACHJOINTW/(3) 10d
AT LEAST 90% OF WEB
]i
@ 8'-0-- O/C.
EXTEND @ LEAST 90% OF
MAX. & (2)10d TOE NAILS @
2x4 CROSS BRACE
WEB LENGTH & NOTCH @
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
APPROX. 8" FROM
BOTTOM CHORD (SEE
2x6 P.T.
GABLE TRUSS
RIDGE FASTENED AT
TABLE)
SILL
1/2" CDX PLYWOOD OR
EACHJOINTW/(2) 10d
U RT3A WITH 8-8d
7/16" OSB SHEATHING
a (2)10d TOE NAILS @
FROM LEDGER TP
ATTACHED W1 1 Od
EA.END
BLOCKING
NAILS @ 6" O.C. EDGES
GYPSUM WALL BOARD
GABLE TRUSS
AND 12" O.C. FIELD
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR
1 0dX3" @ 3- O/C
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
7/16" OSB SHEATHING
THROUGH CHORD
CORD ATTACHED W/ (2) 16-d TOENAILS
7
ATTACHED W/ 10d NAILS
x
INTO 2" 6" P.T. PLATE
2"X4" LEDGER (MATCH BOTTOM CHORD
@ 6" O.C. EDGES AND 12"
2X4 "T" ON TOP OF PANEL BLOCKING,
\-WEEP SCREED
SLOPE OF ADJACENT SCISSOR TRUSS)
O.C. FIELD
FASTEN WITH 10dx3" @ 4" OIC SPACED
INSTALLED PER MANUF.
2"x6" P.T. SILL
\\\NOTCH
"L" BRACE HERE
@ 48" O.C.
MOISTURE BARRIER
5/8" x 10" "J" BOLT @ 48" 0. 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"
MOISTURE BARRIER
O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS
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.
SCALE: N.T.S.
�5
FER TO DETAIL J
I SHEET S5 FOR
3RACING, AND TOP x
IORD BLOCKING
'ORMATION 00 00
DOD TRUSSES
00 00
t RAT RUN BRACING
24" O.C. ON TOP OF
7T. CHORD FOR 4
�USS SPANS
TACHED W/ 2 - 16d
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
4 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
" W/ 2 - 16d
IENAILS @ 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
6ONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
�CHITECTURAL 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 FUK ADDITIONAL IrVUKIVIA I IUN
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEARIffG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8
ADDITIONAL INFORMATION. SCALE: N.T.S.
� S5
2"x4" OUTLOOKER @ 24" -
O.C. W/ (2) 1 Od PER JOINT
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS) 1 0dx3" O/C
TOENAIL 6" O/C
W/ (2) 16d TYPICAL
(2) 16d PER NAILS
JOINT
Y'v&' MIKI -CZF=r- M/qr,
CROSS BRACING DETAIL ( i
SCALE: N.T.S. � S5
GABLE END BRACING DETAIL
2'1x4"��,)
RUNNE
ALTERNATE NON -DROP
GABLE END DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
SCALE: N.T.S.
BACKNAIL W/ (2) 2x4 OUTLOOKER
F16d NAILS @ 24" O/C
TOPCORD
-F BLOCKING FOR
USP RT1 � 613 FIRST FOUR ROWS
EQUAL @ EA. OF TRUSSES @
OUTLOOKER 24" MAX. EDGES OF
SHEATHING TYP.
"L" 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
�81JIA <�A
L� '
OUTL X.
OOKER j2 M4A
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
\-USP HGA1 0 @ 36"
O.C.
DBL. TOP STUD WALL
PLATEJ�'
ISEE TYP SEC)
2x4 BLOCKING--,,,,, --2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTACHED W/
1 Od NAILS @:4�"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAIL r5,�
SCALE: N.T.S. S5
2X4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
"L" BRACE ATTACHED - 16d NAIL
W/ 1 Od NAILS @ 4" 0.
TYPICAL vx-L- I -
GABLE TRUSS WEB --/
SINGLE "L" BRACING DET 6
SCALE: N.T.S. � S5
DIAPHRAGM
BLOCKING @
48" 1 O/C BLE TRUSS
TRUSS VERTICAL
USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE
FASTENED WITH (3)
SECTION 16d PER SIDE
SCALE: N.T.S. � �5 SCISSOR GABLE 1711 BRACE( 7�
AS PER HIB 91 SCALE: N.T.S.
2 x 4 BLOCKING W/(2) 1 Od
TOE NAILS @ EACH END @
24" O/C (TYP)
\-BRACING W/(3) 1 Od x 3" @
EACH CONN. @ 24" O/C
_MOISTURE BARRIER
\-BOND BEAM
-MASONRYWALL
ARCHITECTURAL FINISH
EXT. WALL CONN. 0 NON - LOAD
BEARING LOCATIO (UNEVEN CLG.) rE
SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S5
ADDITIONAL INFORMATION.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
0'0" - T-O"
31-0" - 6-0"
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 1 Odx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
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
BACKNAIL W/ (2) 16d NAILS
SCHEDULEFOR
L
SHEATHING DETAIL
2x4 OUTLOOKER @ 24"
f
O.C. (OPTIONAL - SEE
ELEVATIONS)
I-, ..
SEESTRUCTURAL-
TOP CORD BLOCkING
qj USP RT16 OR EQUAL @
NOTES AND NAILING
FOR FIRST FOUR ROWS
24" MnAnXi. EA. OUTLOOKER
XZ4
SCHEDULEFOR
.S
OF TRUSSES @ EDGES
SHEATHING DETAIL
OF SHEATHING TYPICAL
'AL
Iml
DOUBLE TOP PLATE
2"x4" CROSS BRACE
I V
2x4 CROSS BRACE APPROX.
APPROX. 8" FROM
USP
8" FROM RIDGE FASTENED AT
RIDGE FASTENED AT
SPT4 @ EA.
EACH JOINT W/ (2) 1 Od & (2)
EACH JOINT W/ (2)
STUD
1 Od TOE NAILS @ EA. END
10d & (2) 10d TOE
FRAMED WALL - SEE
NAILS @ EA. END
//--2X6
WALL SECTION FOR SPACING
2x4 PANEL BLOCKING
- 1/2" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
AND 12" O.C. FIELD
(2) 16d NAILS
END TYP. TOP &
BOTTOM ATTACHED
IAII ') la A TnCKIAII 0
2x4 PANEL BLOCKING @ 48"--� 2x4 BLOCKING
O.C. FOR THE FIRST (4) ROWS
OF TRUSSES FROM EA. END ��2x4 "T" ON TOP OF PAN EL
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
TOP CORD
WOOD TRUSSES
BLOCKING FOR
FIRST FOUR ROWS
USP RT1 � 6R
x
EQUAL @ EA.
OF TRUSSES @
OUTLOOKER
24" MAX. EDGES OF
SHEATHING TYP.
"L" BRACE TO EXTEND
/-AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
GABLE TRUSS
//,--1/2" CDX PLYWOOD OR 7/16"
(2) 16d NAILS
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C.
ED - ES AND 12" O.C. FIELD
USP HGAM10 W/(4)-3/16"x1-3/4" -
JACK TRUSS
WEDGE BOLTS & (4) SIDS 1/4" x 1
PLAN FOR
1/2" SCREWS
-�EE
--CONNECTION
2x4 "T" ON TOP OF PANEL--J I
BLOCKING, FASTEN WITH L 2x4 BLOCKING W/
1 0dx3" @ 4" O/C (2) 12d TOENAILS
SECTION
(,*' 9
SCALE: N.T.S. �5
-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
" BRACE W/ 1 Od @ 4" O/C
SEE SCHEDULE FOR SIZE
NND LOCATION)
@ EACH STUD
GABLE END BRACING DETAIL SCALE: 3/4"=1'-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
HIP FRAMING REFERENCE PLAN
0
z
W
1
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD 13RACING 2X4 MIN.
d
UJI
UJI
9
9
z C:)
LU
LU
co
9
:;t
9
9
d
LU
9�1
LU
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2) "T" 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
/TOP & 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
(D
ce)
z
L/) (D
Q) C-jD
IDM
4--) Lij
0
U —
Lij
0
v)
`2
F-
E
0
W
ZD
0
v)
00
0
a) C0
cm ce)
Uj
E
8
C M Cl)
T.ra "I
00,0
Qj
= FL 00
-5 -00
Of
0.2 i:�-
0 a C.
-1d
< 0
0)
Lo 0 --t
A CL
< 6
A I
Sao
N C B D C
jr-� .
s t 1 15", 110 1.
Le,
ce)
At
i&�- Ci
C-4
g .91zo,*...
E
CqR
Lau
-0 9,'5
M�.
Z Z,2
LL UIP S,
Vol:
0
To the best of the Engineer ion, 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.
C:)
z 11714
0 (1) N
P-11 4-J C)
:3 %0 C:)
Lf) M
zM
Ln
Lon) L n
Z
U-0-1�
� ro
ra .-I
ce U CL 00
< %..00
z § E
LU
z
LU C:)
-i C)
0
ED LL
LU Z l.-
LIJ co z z
US 0
0z >. z < 0
Z 0 M Of
z < U x <
z - ;:-, z
.,::
Q z 2 : Z,
LU E —1
-S 3:8 s
r*4
C:)
LLJ 04
0 z @
z
fy)
W
LH
C:)
v--I
U)
Ln
0:�
Lu < F- 3:
U1 �e Ce
Icy—
LU 0 ZO 8 21
0
<
U �! t�j -,, 2
0 �
-0
Z
LZU �-
LU BYZ!as
0
z
LU
LU Z' 0
U
F- LLI
2�
2 8 LU
LL >
LU 0 LL Z <
W, 01 SO
>-
rj
T-4
0 cyx U-
(n U.) x z
z <
0
LU
j LU
I.—
c)
z
F-
z
>
0
z
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
S5
(1 LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH
4:�12� (4 LAYERS TYPE I OR TYPE 11 (#15 OR #30)
012
UNDERLAYMENT FOR
12 PRE ENGINEERED
ROOF PITCH
WOOD TRUSS @ 24"
HURRICANE ANCHOR @ EACH TRUSS
,ZZ-1 O.C. MAX.
15 LB ROOFING (SHINGLES)
FOR UNDERLAYMENT
SHINGLE ROOF
INSULATION—
REQUIREMENTS SEE II
BAFFLE
15/32" CIDX PLYWOOD OR 7/16"
O.S.B. (SEE ROOF NAILING
INSTALLATION
SCHEDULE ON SHT SNII)
PER CHART
ON SHEET S3
LUMINUM DRIP EDGE
ALUMINUM FASCIA
5/8" OR 1/2" HIGH STRENGTH CEILING
2x SUB FASCIA
BOARD PER CODE W/ 13/8" DRYWALL I
NAILS OR DRYWALL SCREWS 7" O/C
SEE SOFFIT SHEET
CEILING & 8" O/C WALLS
1
ATTACHED WALL SHEATHING TO
1
1/2" GYP WEI
(2) TOP PLATE W/ 8d @ 4"
O.C., 2 ROWS
DOUBLE 2x S.P.F. TOP PLATE
1X2 NAILER
_j UJ PLYWOOD SHEATHING
2X BLOCKING @ EA. WALL
-i NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT
C/) FOR MORE INFO
Lu
16" O.C. 2X S.P.F. STUDS
=
W/ (4) 16d TOENAILS TO TOP PLATE
7/8" CEMENTITIOUS FINISH PER ASTM C. 926
2x BOT, PLATE W/ (2) 10d @ 6" O.C.
APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER
I METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
3/4" PLYWOOD DECKING GLUED AND NAILED W1 1 Od
-j W
D LU LAYER 118" THICK.
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
U- Z:
INSULATION PER
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB
CHART ON FLOOR PLAN
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" OIC
TOONE SIDE OF THE FLOOR TRUSS FORAIN AREA 100OS(.
R
< FT. OF FLOOR AREA & SEALED PENATRATION AREA W/
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED
S6 S6
SPACE INTO APPROX. EQUAL AREAS.
r—
FLOOR SYSTEM
ETAL SEAT
ER PLAN 0
OR FELT
MOISTURE
BARRIER
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" Y%
GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS
STD. 90 HOOK (SEE DETAIL)
\t:::8"x8"X16"
112" GYP WB - -.11
CONC. KNOCKOUT
INSTALLATION PER
BILK. W/11#5 ROD CONT. FILLED
CHART ON FLOOR PLAN
ff)
SOLID W/GROUT
L
NOTE: LAP SHEATHING TO BOTTOM
OF BAND JOIST TYPICAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
Cl)
LU
(.) 4'W" INSPECTION PORT AT
EACH FILL CELL TYPICAL
LU U)
1 x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR
BASEBOARD
U') TO CUT BLOCK OR POUR
04
MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE
MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH
MUNICIPALITY 411to 6" BELOW GRADE
71 1
4
. A '4
SH GRADE 00
.4
0?
6X6 W1.4XW1.. 1=1 1E1 I 1E1 I IEEI I I I I 1 —11 1=1 I =1 1 =7
WWF OR FIB MESHI I 1=1 9
:1 .. A
STD. 90
-TI J`!jj (SEE DETAIL)
(3) # 5 REBAR ON 3" CHAIR 4
W/3" MIN. CLEARANCE
TYP 2-STORY WALL SECTION
SCALE: 3/4"=V-0"
USP LSTA24 STRAP W/ 8-1 Od x 1112" NAILS TO STUD
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
USP LSTA24 STRAP W1 8-1 Od x 1-1 /2"
NAI LS TO STU D & 8-11 x 1- 1 /2" TO
BAND JOIST @ EA. STUD
2nd FLOOR WALL
BAND JOIST
'USP MP4F @ 24" �: 1\ --
o.c. w/ 12-8d NAILS
- \
L
1st FLOOR WAL
USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS
TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @
EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
SCALE: N.T.S.
SCALE: N.T.S.
'END SHEATHING TO
)F BEAM OR GIRDER
XE W/
O.C.
)OR TRUSS/JOIST
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
"T" CORNER
TYPICAL 'IT" AND CORNER
DETAILS N
SCALE: N.T.S.
S6
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
BOTTOM PLATE/CHORD W/ 8d
5:z
ITO
-7
@ 4" O/C, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
FLOOR TRUSS
SEE FRAMING
--WEEP SCREED
PLAN
INSTALLED PER MANUF.
2"X4" CROSS BRACE @ 48"
O/C FOR THE 1ST 2'-0" OF
USP HTA20 @ 24" O.C. W/
10-1 Od X 1 1/2" NAILS INTO
END WALL W/ (2)1011 @ EA.
END INTO 2" 4" BLOCKING
BLOCKING TRUSS & MIN. 4"
EMBEDMENT IN CONC.
X
2ND FLOOR FRAME CONNECTION
R
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0"
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS @ 1"'
2"x BOT. PLATE
(2) 1 Od @ T 0.(
PRE-ENGINEE
FLOOR TRUSIC
FLOOR CONNECTION
@ MASONRY 1ST FLR. SEE J/S6
FOR ADDITIONAL INFORMATION.
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
WEEP SCREED
INSTALLED PER. MANUF.
USP HTA20 @ EA. TRUSS
W/ 10 - 1 Od x 1 1/2" NAILS INTO FLOOR
TRUSS & MIN. 4" EMBEDMENT IN
KO BLOCK
SCALE: 3/4"=1'-0'-
RIBBONS
DETAIL (FLOOR TRUSS)
SCALE: 1 1/2"=V-0"
�6
NOTE:
SEE TYPICAL WALL SECTION
SEE SHEATHING
SPECS ON FLOOR
C/S3 FOR ADDITIONAL
INFORMATION
/2" GYP. W.B. MIN. @
GARAGE SIDE IF APPLICABLE
(1) ROW OF 2x BLOCKING @ MID
HGT. FOR WALL HGT. < F-16". (2)
5/8"DIA. x 10" "J" BOLT W/ 8"
ROWS OF 2x BLOCII @ 3rd PTS
EMBEDMENT @ 24" O.C. W/
FOR WALL HGT. > 8'-6"
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
x 6 W1.4 x WIIA
WWF OR FIBERMESH
�6
4*'
—111;zqIF I—lm=,111=111FIiITII:.;-:�-''�(3)#5CONT.ON3'-
� I III I 11-111— CHAIR W1 3" MIN.
8" V-8" 8" CLEARANCE
INTERIOR 2-STORY FRAME SECTION
rs
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-101"
� S6
ADDITIONAL SLAB INFORMATION.
B (2)- 2x TOP PLATE
/- BEYOND
-n T
15/32" OSB
EXPOSURE1
SHEATHING
PROVIDE
11 D 1
BLOCKING AS
REQUIRED PER
SECTION X-X IF
NOT FULL
HEIGHT SHEET
Cl 11
pig
FLOOR SY S
---------
7r- 7--T--F
15/32"OSB
EXPOSURE1
SHEATHING Lu
Lu
SOLID 2x
11
0
BLOCKING @ ALL ::i
C�
SHEATHING 0
111 11
U)
EDGES (SEE
OPENING
SECTION X-X)
Lu
71 IL
C)
—F
EE ui
23
x-
E
F
Uj
-2x STUDS LLI
BEYOND. U)
Jill
11 11 1
SEE PLAN
:�
0
I Ij- IL
"-�.4 P.T. BASE
--(D--'HORIZONTAL PLATE BEYOND
2x RIBBON OR VERTICAL SEE PLAN
BLOCKING
BETWEENFLOOR WALL SHEATHING
SYSTEM
WALL ELEVATION DIAGRAM
--------------------------
4 FT.
-----------
----------------------
I
4 F T
4 FT.
(D
2
2,/
------------------------------------------------
5 FT.1
4 FT.
/ ,
5 FT.
4 FT.
F --------------------------
----------
A/0
(D
0
4 FT.
--------------
(a) @
@
z
4 FT.
1
0 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.)
0
ROOF NAILING SCHEDULE:
NAILING ZONES (SHINGLE AND TILE)
0
Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6"0.0 IN FIELD
ZONE 2:8d RING SHANK NAILS @ 6" D.C. ON EDGE AND 6"O.0 IN FIELD
U)
z
ZONE 3 8d RING SHANK NAILS @ 4" D.C. ON EDGE AND 4- O.0 IN FIELD
0
q, z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING
-
LL SHANK NAILS)
0
, NOTE:
U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD
(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16
0
Lu 0 Er
LL
r (5 a SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH
0 0 U) PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO
0 U) M I D
U) LL Ir
STUD AND OR BLOCKING AT ALL EDGES.
u) Lu 0 LL
Lu 0
u_ M: rr
u- A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES
AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT
PENETRATE SURFACE MORE THAN 1/8"
I 1
3/8" "S" = NAIL 3/8"
SPACING
/4" 1 1/2"
S 1/2"' S
- - - -
1/2
S
4S,
WALL SHEATHING INSTALL.
& NAILING SCHED.
NAIL AT BASE 2 ROWS @ 4" D.C. W/8d COMMON NAIL
NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL
@ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL
@ NAIL INT. AT 3" O.C. W/8d COMMON NAIL
O.C.
STAGGER ALL VERT. JOINTS & NAIL @ 4�
W18d COMMON NAIL
SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER
W/ 8d COMMON NAILS @ 4- D.C.
@ (2) 8d NAILS @ 3" D.C. TO EACH TRUSS END OR @ VERTICAL
MEMBER IF GABLE END
[NOTE:
8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 112"
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"
OSI3 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
SECTION X-X
44 2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
Tx`10" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
�4 \\—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
0,
0
0
SEE PLAN FOR REQUIRED
CONNECTIONS
LOAD BEARING/EXTERIOR FRAME
WALL HEADER DETAIL
(2) ROWS OF 2x BLOCKING
@ THIRD POINTS
5/8"DIA. x 10" "J" BOLT W1 8"
EMBEDMENT @ 24" O.C. W/
2"DIA.X 3/16" PLATE WASHER
(MIN. SHEAR 3500#. MIN. TYPICAL
TENSION 21
—
R
'PICAL\
2500 PSI CONCRETE MIN.
SLAB W/ 6x6 W1.4xW1.4
WWF OR FIBERMESH
E A
4
A
4-
I JE
EI'd
(3) # 5 REBAR ON Y CHAIR 4" .1.4.
W/3" MIN. CLEARANCE
ALTERNATE FOOTING
-----T ---- T F
@ WOOD 1 ST FLR. SEE J/S6
FOR ADDITIONAL
INFORMATION.
2x STUDS TYP.
P,T. BOT. PLATE
FLOOR TRUSS
M
S6
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
ISTUDS
EA END
EA END
EA END
EA END
1'-4'
(1)
(2)
(1)
(2)
(1) USP LSTA30
4'-9-
(2)
(3)
(2)
(2)
(1) USP LSTA30
9'-16'
1 (3)
1 (3)
1 (2)
(3)
1 (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.
E
FINISH GRAD
60
(D z
lEd -
SCALE: 3/4"=1'-0"
C-1)
<
(D
Q)
C—/)
LU
C)
Lj-j
0
Lh 0:�
L/) =)
F-
E
0
Cn
(a M
00
CN
Q M
0) Cl)
E
0
0
C C',
E2 :2 -
0 04
2
Rig r 45
C) (4n)
0
q U- 00
5 d ��
0
4)
CLCD
-,,e
-, l'-
Lo 0
< 0
"t 0.
0)
A I
8 D.
N C B D C
X
W M
Lb
-4 1 4
CAs......
4� - . 16, -1 -
;-'
"' , r-
z-W :t-,- Ix, -
�
'C' "
lie U-
J., 0 r)"
rel,
LU' > -.N
LU
n
AL 0-
LU I j -,- - �S;l
z .
0
R 4
:-#A ca 16
0:
Ca
z Z
U1 0 N!E
0
, L'� (D
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Eluilding
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)
0
z r-4
0 cu r-,
1--4 4-J C:)
10 —
:3 C:)
> (n M
� M
41
fu Ln
`0
— I-
W N
cu Ln
z
CL
Ce (D' � fy)
fo -j
r-L
00
E
z
z
LU
WC:)
-j C:)
0
W z
W U- 0
LU Z
U
r-
0 z z 0 0. v
Z >- U 2:
< <
W z
W,
C)
84 0 Lo
0 LU o4
F- R z
z
III
LU W
W I
C)
Ln
r*4
r*j
Ln
Z�
0 <
LU �- 3:
Ln Se Ce
z U 0
0
LU 0 0 0 Ce
U �Lu 2
0 z.
-0
M
z
z
:CDY 7: z
W LU 8 =) 0
z 0
LU
-
< 0 -j < U f-
>
2 2 >' 5
LU 0 LL Z
< W W 2: 0
< 0 0
=)
cyx U-
U) 2 z
0
11
-i
-1 0. LU
< W
0.
<
z
Uj
z
>
0
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: IFFLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
S6
(MONO)
'j
A
THEN WRAPPED AROUND STUD (USP t %,
MTW12)
PLAN VIEW
a =11 .
SCALE: 2" -01,
NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2X4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
An,
STRINGER MUST MA
CONTACT WITH LANI
2x4 CUT C_
DOES NOT BEAR IN
WALL GLUED TO
2x8
F
Z�
ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT
FACE OF 2ND RISER MAINTAIN BETWEEN -1'
i�7 AND GAP TOP AND 4
BOT M, GLUED AND
TO
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO
2x4 DRAFT RISER AND TREAD
STOP
2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
L
x4 BLOCKING FOR 2x12
2x4 PT UNDER 2x12
C
SCAB 2x4 GLUED AND NAILED (EACH
2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12
STRINGER FSTRINGER
--L---PROVIDE MOISTURE
I>< PROTECTION
SYP Rl OCKING ZATTACH ALL COMPONENTS
OF STAIR TO CONC. W/ x
A IN N
TT L
0 F W/ 41"" X
FOR STRAP a
1. PT NOTCHED INTO STRINGER' L2 a" TAPCONS @ MAX. 32" O.C.
(USP MTW12) BEHIND 4
'��7
D NAILED TO FLOOR WITH GLUE RISER TTACH ALL COMPONENTS 1x4 GLUED AND
STRINGER CONTACT POINTS
OF STAIR TO CONC. W/ -1.'X NAILED TO STRINGER
4
2 -1" TAPCONS @ MAX. 32" O.C.
4
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
SCALE: 1 V-0"
2X4 PT NOTCHED IN
AND NAILED TO FL(
2X4 CUT ON BEVEL AT STRINGER CON-
1
DOES NOT BEAR IN
WALL
SECTION VIEW 11D11
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
SCALE: 1 V-0"
PLYWOOD
-2x SYP CUT TO FIT
BEARS IN WALL
_-2x12 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 V-101"
�INGER
GLUED
D NAILED
SECTION D—D
SCALE: 1 V-0'.
�3/4 PLYWOOD
3/4" RISER CUT TO FIT
ON DECK
MAINTAIN BETWEEN 4
"�X8
AND -I" GAP TOP AND
2
SYP GLUED
BOTTOM, GLUED AND
2x4 syp
AND NAILED TO
NAILED TO STRINGER
blocking for
FRAMING
strap (U
_2x4 DRAFT 2x12
MT
STOP TREAD
2x12 TREAD
GLUED
GLUED AND
AND
NAI LED
NAILEE
2X4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE4�T
STRINGER CONTACT
POINTS
YX42x8 SYP DRYWALL STOP MUST
N
NOT TOUCH STRINGERS
X,
2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING
GLU
GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
SECTION VIEW.
SCALE: 1" = 1,_O.�
2
2X4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUEAT
STRINGER CONTACT
POINTS
-1 -
1.9
BLOCKI�p FOR
STRAPflSP 7
MTW12
rx8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
'LUED AND NAILED TO STRINGER
3
DRYWALL SPACING
SECTION VIEW "B"
SCALE: 1 V-0"'
ER
SECTION VIEW "Ell
SECTION VIEW
SCALE: .1'. = J.-O.;
2
-3/4 PLY\N
ON DECK
---2x8 SYF
AND N�
FRAMII�
72X4 DRAF_
STOP
2X4 BLOCI�
SCALE: 1 V-0"
TREAD
A GLUED AND NAILED TO STRINGER
DRAFT
)P
8 SYP DRYWALL STOP
JST NOT TOUCH
-RINGERS
G
x4 BLOCKING FOR 2x12
x4 PT UNDER 2x12
TOP OF
STRINGER
1111CIIII
SECTION VIEW
SCALE: 1 V-0"
CONN. TO BOTTl
OF NEWEL POSI
PER CONTRACT,
PROVIDE SOLID BLOCKING
LFLOOR GIRDER
BELOW ALL NEWEL POST
2X4 CUT ON OR 1 -a x 16" VL
4 FROM JOIST TO JOIST. USE
BEVEL GLUED
AND NAILED TO 2 X 12 BLOCKS, GLUED AND
NAILED TO JOIST.
LVL
SECTION VIEW "Gil
SCALE: 1 V-0"
L POST LET INTO
LOCK
IDE
<ING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
NEWEL POST
BLOCKING
SCALE: 1 V-0"
0 1 /AIM k..fUINO I MUU I IUIN Ur. I /AIL%`�
(I F 11 X1 7 REDUCE SCALE .5)
SCALE: AS NOTED
'WALL JOINT
YWALL TO
/ER JOISTS)
STUD NAILED AND
)ED TO TOP PLATE
CUT INTO RIM BAND,
JED AND NAILED TO
�RING WALL BELOW
'WALL JOINT
YWALL TO
/ER JOISTS)
2X
USP(i
SECTION VIEW 111-111
SCALE: 1 V-0"
0 Ln
<
IL '11
1
ZWCL
co
V) 0
U—)
a)
LU
U
0 LU
(D- r111
-T-
E
0
L/) ZD
IV/
U) M
10
V)
.20
M fl-
C4
LU
E
0
a)
c')
", '0 c)
2 .1.0 -
04
0 0
:1:
(D
U (n
FZ CO
-5 - CO
0 3 i:�-
a)
$
(b a 0
LO 0 :S
< 00)
6
A
Wa.
N C,B D C
Y*
1 *1111
0�.Ir�r
CA I
Cal? -1 - C14
1�1'1 "
LO I
..
z ___j-__j
Qr:�
%L-
i
z
20
MAO
-PAR
z
LL3
dj
El
01
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.
C:)
z r-4
0 (L) N
4
P-4 C)
> C:)
p
N
fa Lr)
(v Ln
z
CY)
U>� T-4
0-00
< N-0
z E
fa
z
LU
_j C)
0 Z
0
LU ZZ V)
LU z af
U UU15 0 0
C z< 0
Ez 00.W
z U X<
Z. zz
LU
LU b -,
:JD 3.8.-
8tno Wo
= 0 �3 uj C4
0
F- 0. 0 z
LU z
M
W LH
C)
r4
r*4
In
Z�
LU 0
LU � 3:
�
< VZ) � U11 08
0
LU 0
LU
P Lzn ca 2
0 Q�
z
z
10—
LU �_
ZBYE!�Z.E
Lu LU C, 121 :01 0
Uj
q) _j < U r-
-F-t- ul
>
_j
%,..,00
0 2:
v)
LU 0 u- z
-f �2 r x 0
< <
r-4
T—i
D Z)
01 CYX u- a
Ln V) z
0
C:)
ro
_j z <
LU U-1
c)
z
LU
>
Z
z
0
_j
—1-4
SCALE : AS NOTED
PLOT DATE: 12/7/2012
TECH: FFLORES
VERSION NO.
13,22
JOB NO: 16-6649
SHEET NO.
ST
X44. 111124" DRYWALL
DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER
F
X 11/2" DRYWALL
1X 4
UNACCEPTABLE INSTALLTION
DOOR JAMB (REFER P.T
P.T.
TO SHT. SDW2-K1 TO SHT. SDW2-K1
MAX.
PROPER INSTALLATION
8"
DO NOT DO THIS
2"x BOT. PLATE W/ (2) 10d @ 6" O.C.,
t1l
TO SHT. SDW2-K1
FOR CONN. DETAILS,
FOR CONN. DETAILS FOR CONN. DETAILS
X 4
X 4
#5 REBAR (TYP,)
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
X 4
3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG
FURRING
#5REBAR
AND NAILED W/ 8d COMMON @
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
3-1/4" LONG X 3/16"0 FURRING
TAPCONS
(TYPI)
6" O.C. EDGES AND 12" O.C. FIELD
TAPCON. INTO
TAPCONSSTAGGERED
ErD
STAGGERED @ 16"
2X8
2X8
BLOCK@ SPACING
1" DETAIL
1
1X8 P.T. STAGGERED @ 16" O.C..
O.C. 2-ROWS INTO 2-ROWS INTO
v,
1X8
2x BAND JOIST W/ FACE NAIL 10d
PER MANUFACTURE
MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL
STD. 90'
D. 90- HOOK (TYP.)
@ TOP & BTTM CHORD, AND (8)
1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T.
FILL SOLID
BOTH CELLS
HOOK (TYP.)
FACE NAILS 1 Od @ TRUSS VERT.
WEB
3/16" x 3 -1/2"
METAL SEAT PLATE
E
TAPCON @ 16"
TA P CO N
4 FR
O.C. & 4" FROM
0 C
1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER
r r"
1/2" DRYWALL
1X4
X.
L] E/
rx
NC
NOTE:
LAP SHEATHING TO
4
H END VV
DOOR JAMB (REFER EACH END W/ MIN.
K1FOR
DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR
BOTTOM OF BAND
BL C
4EA
2 EDGED IS
TO SHT. SDW2-K1 2" EDGE DIST.
TO SHT. SDW2-K1 CONN. DETAIL
JOIST TYPICAL
JO
FOR CONN. DETAILS
FOR CONN. DETAILS 10d @ 12- O.C..
2 OC
1X4
;0000r,
FURRING
1000
6
3 /1 OX
2X8 P.T. WITH 3/16"0 X 3"
±2"
NOT�C @ FIRST COURSE
OTC @ FIRST COURSE
USP HGAM1 0 @ 12" O.C. w/4-SDS
U�
LONG TAPCONS
4S
1/41 1/2" SCREW INT BA D
2x P.T. AS REQ'D
qyjz P T
2X8 P.T. STAGGERED @ 16" O.C.
"v
2X8
JOIST & (4) 3/16"xl -3/4" WEDGE
2x DETAIL.
2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL
NOTCH WEB AT THE
FIRST 2 COURSES
BOLTS INTO K.O. BLOCK
±5 A
BUILDOUT OVER SIZE DOOR
-WINDOW ROUGH OPENINGSrcc��
FILLED CELL PER
FOUNDATION PLAN
�H
FILLED CELL INSTALLATION
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S.
`\�_S�
SEE TYP. 2-STORY WALL SECTION FOR ADDL.
INFO SCALE: N.T.S.
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
SECTION
UPLIFT CAPACITY = 945 # FOR 1 STRAP
V_
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
A -A
= 1890 # FOR 2 STRAPS
/--FILL 1st4 COURSES
EMBEDMENT INTO BLK.) 1/4" MAX
SOLID W/GROUT
ir 2'-0"
8"
1-PLY PRE-ENGINEERED TRUSS
1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
1/4" x 3 1/4" TAPCONS
USP RT1 6M W/ (8) NA1 1 NAILS & (6) x 2T"'
BLOCK HEADER ARCH BLKG. & BUCK
TAPCONS
1/2" DRYWALL
(IF TRUSS IS 2 PLY INSTALL USP HTWM1 6 W/ (6)
1 Od NAILS x 1 NAILS AND
8d NAILS AT 8" O.C. AT BUCK
A CUT OUT IN O.S.B. ON THE
1, X 1 3,
(4) T fWEDGE BOLTS 1 (1) STRAP 1225
2 x 8 45' DIAGONAL T 0
(4) 1 Od NAILS INTO
71
--LEAVE
INSIDE TO ALLOW FOR INSULATION
(2) STRAPS 2450#1)
BRACE(S) B K G
2 x 8 BRACE/ BLKG.
L
7/16" OSB
TO BE INSTALLED
BOND BEAM OR CAST
FOR OVERHANGS BETWEEN OVER 11/2"
0 0 S FO R
I IN B
L
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
E L L IN T H - S
POLY -CELL IN THIS AREA
C A R
2 x 8 45 DIAGONAL BRACE AT EA.
IN PLACE BEAM
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
SCRIBE (NOTCH)
BACKSIDE TO FIT ARCH 0 1 To
(4) 1 Od NAILS INTO 2 x 8
Y
FACE OF ARCH W1 (3) 1 Od NAILS
AT EA. END
RETROFIT TRUSS DETAIL
OVERHAN� �:j
CONNECT W/ 8d NAILS BRACE/ BLKG.
C
\_2
\—PROVIDE
N.T.S.
x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INSTALL WDW. SCREW ANCHOR4 V T 0 W LL) TW
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 TAPCON WITHIN
�j T U OS To
RETROFIT WALL OVERHANG DETAIL
(NTS)
INTO ARCH BLKG. PER
A
4" MIN. OF BRACE
2 X 4 #2 SYP SCAB TO SIDE OF
11/2"
INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
FOR OVERHANGS BETWEEN 3/4"TO
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" O.H.
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
START OF ARC
IF TRUSSES USED) W/ (3) #6 X 4Y." WOOD
2) 1 Od NAILS @ 8" O.C.
ARCH DETAIL
4'MAX. RAD.
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16"
0
TO TRUSS TOP CHORD
O.C.
+
V-011 5-011
SCALE: N.T.S.
12
+ + 711& PLYWOOD SHEATHING
L
JACK TRUSS PROVIDED BY
+ +
TRUSS COMPANY OR P N
+ +
2x6 #2 SYP @ 24" O.C.
+ +
ji-f IN ISH FLOQ R
2
x 8 BUCK - CONNECT TO BLOCK
SECTION
+ + BLOCKING AS
710
WITH
1/4" x 3 1/4" TAPCON (1 1/4" MIN.
B-B
ROOF SHEATHING ATTACHED
+ REQUIRED
EMBEDMENT IN-� 0
/4" MAX 81.
Z-O"
PER NAILING SCHEDULE LL
TO SUPPORT
TRUSS + SOFFIT
A
A'
45 BAR
+ +
1-o" i
V
CENTERED W/ 2
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
(5) -12d NAILS
+
'All
IN TOP
1 X 4 FURRING
BLKG. & BUCK
2X6 TO 2X4 USP RT3A
2X4 SYP
EACH TRUSS
A
4
KNOCKOUT/ C-14
A'
A
CHAIR BLOCK
8d NAILS @ 8" O.C. AT BUCK
PROVIDE 2 8 DIAG. BRACE BT
2 x 8 VERT. W/ (2) 10d
NAILS AT EA. END
PROVIDE (2) MIN.
PROVIDE 2x
CONT. W/
CONNECTOR
. .. . .
tr I *
MONO FOOTING A.
N %
x
VERT. BRACES WHEN HGT. OF
TAPCON AT EA. SIDE
(3)
12d NAILS
SEE LINTEL
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
BRACE EXCEEDS 24"
BUCK - (1) WITHIN 4"
V
JACK TRUSS PROVIDED By--//
SCHED.
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
TRUSS COMPANY OR 2x4
CLEAN FILL
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24" O.C.
ENTER SOOPIT
DIRT
TO BE INSTALLED
00, 00,
BUILT UP PLWD. BUCK -
100 4'-0" MAX SEE PLAN 7
PRECAST LINTEL
A ,—STANDARD
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
SEE ELEVATION
9(Y
#5 BAR IN
HOOK 04
TO FIT ARCH CONNECT W/
IF TRUSSES USED) W/ (2) #6 X 4%." WOOD
FOR OVER HANG
[j
FILLED CEL
JZ�
8d NAILS
'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
START OF ARC
SCREWS @ 16" O.C. MAX. OR IF MASONRY
(MAX. 4'-0")
L J
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL
4'MAX. RAD.
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
INSTALL WDW, SCREW--__�
THRU OSB INTO 2 x 8
O.C.
Sk
ANCHOR INTO ARCH BLKG.
STEMWALL FOOTING SIZE AND
PER INSTALLATION DETAILS
13-13
ARCH DETAIL
SECTION @ ENTRY
SECTION @ ROOF EXTENSION
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING
SCALE: N.T.S.
� �s
SCALE: 3/4" V-0"
SCALE: 3/4" V-0"
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.
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
FOR ADDITIONAL
INSTRUCTION.
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
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
MORE INFO
SET BAR IN EPDXY
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
HTT16W/(18)-16d NAILSTO
CAP TO PREVENT LEAKAGE
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
W W M AT PERIMETER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1/4" EXPANSION BOLT (2
WHE'RE THIS CONDITION
STUDS & (1) - 5/8" DIA. ALL
#5X6'EMBEDDED INTO
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL PER ANCHOR)
(1) #5 BARS CONT. OCCURS
TOP WITH MIN. 3"
THREAD ROD EPDXIED W/
SIMPSON "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
/--F.F.
EDGE DISTANCE
FILL CELL FULL HEIGHT W/
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE) EXPANSION STRIP
U_ LU
NON SHRINK GROUT.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
0 2
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
4>7
t>
UJI
A
REINFORCING AS FOLLOWS:
SEALANT
U)
0-
<
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
5X6'EMBEDDED INTO
EXISTING FOOTING
2-#5X6'IN CONC.
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
(n U-j
FILLED CELL
SMOOTH. DO NO FURROW.
-A
04
DRILL 3/4"X6" MIN. HOLE
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
GRADE
SET BAR IN EPDXY
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
i>
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
&
04
REMAIN FREE OF MORTAR.
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
NOTE:
SEE GLASS BLOCK INSTALLATION NOTES.
C14
0 v 01_�
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
S LANT
1%
SAW CUT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
(2) #5 REBAR. MIN. 3"
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16" MIN. Of COVER EA. WAY
SECTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
7
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
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
SCALE: 3/4" V-0"
SCALE: 3/4" = V-0"
FOR WIND SPEEDS UP TO 110 MPH , PER PITTSBURG CORNING RECOMMENDATIONS FOR
SCALE: N.T.S.
INSTALLATION OF GLASS BLOCK.
G LO
Cn
(nv)
Q)
4--d Lu
V)
0
(n
(n Cl)
00
U-1
0) ce)
a M ce)
Eu :2 Cl)
8
aimE
0-N
00
IE Go
nf.�e
05
< 0M
LO 0 71�
6
8 D.
xc
I
r
CN LCO
C4
K
;0e,
z 0.6 C-4
_rij�2
L
R,
LLP
t
r
1 c� Z5
LL
z kj
LU C 0
-
0
To the best of the Engineer's knowledge; information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
z
0
U0 C)
:3 ',0
C:)
z
> v) Fri,
14 c)
0 N
V) f0 LO
U) :2
�7<7
in b
W — Ln
C U_
Z
U fu -I
CL 00
<
z E
z
WLU
_j C:)
0
LLI U_
z
LL, z z
<
U 2: N 0 0
ro-
z >z zo
Z U
Zw zz
z 1:: 11: W
:5 W , R _j
3- U 0� 8 Lo
8 4 0
C:)
LU
F- 0 Z @
0. z
LU W
C:)
Ln
Ln
<
L
N
< z U
0
<
LU 0
U LU 0
r F- CO
Z LL
00�
Z
Z
0 =0, i,— .
Z CY z
LU LU 2!� =5 OZ
LU
U q) 'z< 8 p
;- �<- - VS
>
R!ffi2
LL
Lu 0 LL z 0<
r-4
z <
0
C:)
M
t�) Lu
;�;_z �
c)
LL
z
LU
z
0
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FLORES
VERSION NO.
1122
30B NO: 16-6649
SHEET NO.
SS
C ROSS B RAC I N G D ETAI L (TYP.)
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 20'-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.
-----Z—WOOD TRUSS —J
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE: 1/2"=V-0"
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
2X4 CONT. W/ (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
—TRUSS OR
ROOF SYSTEM
SHEAR TRANSFER
EXTERIOR. WALL
SCALE: 3/4" = 1'4'
CB
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLKING. NAILED @ EACH
SIDE w/ (3) 12d NAILS WHEN
REQUIRED w/ (2) USP HTW20
"EACH
W/ (14) - 10d X 1 1/2
TB
i / PRE-ENG. TRUSS
CONT. ROOF SHEATHING AT TRUSS TOP
CHORD AT ALL HAND FRAMED AREAS TYP.
DIAGONAL
AT 8'-0"
MAX
TRUSS
SEE ROOF
illu
SHEATHING
PLAN
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A -A
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
TRUSS
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING C
MAX 24" SPAN (EITHER IP
T/RUSSES H
G
SIDE OR BOTH IF REQ'D) 100 X C-.T
(2) 12D NAILS
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
VERTICAL SCAB
2 x 6 #2 SPF 48" C.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
4FT @ 2-4-0. C. MAX. w/ (3) 1 Od
COMMON TOENAILS TO RIDE BEAM
2X4 CONT. AT---/ CONC.MASONRY
T & B CHORD STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
2x4 STUDS W/ USP
SPT22 @ BASE SEE
J/S6 FOR MORE
INFO.
SCALE: 1/2" V-0"
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2x4 BASE PLATE W/
USP LSTA30 OR
MTW12 TO FLOOR
GIRDER BELOW @ 16"
O.C.
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
CONNECTION r22
SCALE: 3/4" = V-0"
(2) 2x8 #2 SYP W
7/16" O.S.B. FLIT
PLATE TOP @ TF
BRG.
TYPIC
WALL
SCALE: 1/2"=V-0"
EXTERIOR SHEATHING
ATTACHED PER NAILING
SCHEDULE
f—JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
,,--CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE DETAIL 4/D1
FOR BEAM SIZE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
E
KNEEWALL NTRY FRONT WALL
SCALE: 1/2" 1'-0"
8d NAILS @ 6" O.C. TO
BLOCKING BELOW
2x4 BLOCKING @ 48"
__ 2 ROWS OF 8d
/
O.C. W/ (2) 16d
@ 6" O.C. FLOOR SHEATHING
TOENAILS EACH END
FLOOR TRUSS _4B
—FLOCIR TRUSS W/
USP H2.5A TO
BRG/S.W. BELOW
PLYWOOD SHEATHING
FROM BASE PLATE TO
TOP OF FLOOR TRUSS
ATTACHED PER
NAILING SCHEDULE
2x4 SPF STUDS
SEE C/S3 FOR
@ 16" O.C. WALL
ADD'L INFO.
SET BACK 2" PER
DETAIL C/S3
17-777
1+
-)V--SEE PLAN FOR DIM.
EE FND. PLAN
S
FOR FOOTING
SPECS.
INTERIOR SHEARWALL @ TRUSSES
6
STEP-DOWN, WALL TO TRUSS
SCALE: 1/2" 1'-0"
USP LSTA18
USP HD4101F BUCKET
CENTERED @
SEE ROOF PLAN FOR
SPLIT TO TIE
MORE INFO
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZ
& ADDITIONAL INFO.
USP LSTA30
w/1 1 -1 Od TO BEAM
(2) 2x8 #2 SYP BEAM
SEE FLOOR PLAN
SEE FLOOR PLAN FOR
7/16" OSB FLITCH PLATE
& TO COLUMN
W/ 7/16" O.S.B.
FOR COLUMN SIZE
COLUMN SIZE& BASE
REQ'D ONLY WHEN
0
0
0 FLITCH PLATE
& ADDITIONAL INFO.
OPTIO)N
N
A
A
CONNECTION INFO
OPTION
B
INDICATED ON BEAM
7/16" OSB FLITCH PLATE
SCHEDULE/PLAN
R EQ'D ONLY WHEN
INDICATED ON BEAM
SCHEDULE/PLAN
COMMON
BM.
TO POST ATTACHMENT
SEE ROOF PLAN
SCALE: 3/4"=1'-0"
FOR BEAM SIZE &
BM. SPLICE OVER
MSTAM36 W/ (13) - 10d NAILS
& (5) 1/4" X 2 1/4" TITEN
CONNECTION INFO.
F__�
CENTER OF POST
A
A
SCREWS EACH SIDE OF
SEE PLAN FOR r6
EXTERIOR CORNER
F1
BUILT-UP COLUMN MIN.
—2-2x4
TOP OF BEAM
UNDER EA. END OF
BEAM. M IN. (2)-1 Od @ 8"
O.C. EACH PLY
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
0.
0
CORNER SEE FOUNDATION
PLAN FOR MORE INFO
51
COMMON 13M. ATTACHMENT
SCALE: 3/4"=V-10"
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN W/ (2) HTW20
STRAPS
USP JUS46 OR JUS461F
BUCKET TO COLUMN
SUPPORT COLUMN BUILT-UP
(2)-2x4's OR 4x4 W1 (2)-1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) USP HTA20's
w/(1 0)-1 Od x 1 1/2 EA. TO COL.
ALT: (2) USP MSTAM36
STRAPS CENTERED
w/(l 3)-1 Od NAILS Ea TO COL.
TIE BEAM
BEAM @ RAISED ENTRY
MASONRY WALL r4
SCALE: 1/2" = l'-O"
2x4 #2 SYP NAILER. NAIL —
TO STUDS w13-16d @
EA. STUD. TOENAIL EA.
TRUSS TO NAILER w/3-10d
MIDDLE
ROOF AND EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
USP JU26 OR IF 2 PLY
TRUSS USP JUS26-2
Z SEE FLOOR FRAMING PLAN AND
TRUSS TO LEDGER
2x8 #2 SYP CANT. LEDGER W/ J/S6 FOR MORE INFO. VERIFY
WITH PLAN FOR LOCATION AND
(4) 16d NAILS @ EACH FLOOR
DIRECTION (IF PARALLE SEE 2/D2
TRUSS. MAX 24" O.C. (AT HIP OR BLOCKING INFO)
JACK LOCATION INSTALL (5)
NAILS EACH SIDE) MASONRY WALL
(TYPICAL)
SECTION AT LOW ROOF
SCALE: 1/2" = l'-O"
T. PLATE
ASE FILLED
4CRETE SEE
�OR SIZE
KNEEWALL @ ENTRY FRONT WALL
(Corner shown. Interior Column similar)
3/4" T & G
PLYWOOD
SYSTEM 42
2X4 SPF
2STUD
ACK
SP SPT4
I/ (6)-1 Od
1 1/2"
SCALE: 3/4" = V-0"
1 Od NAILS @ 6" 0. C.
16d TOE -NAILS
@ 4" O.C.
1/2" DRYWALL EA. FACE
ATTACHED W/ 5d COOLER
NAILS OR 1 1/2" TYPE
S OR W SCREWS @ 7" O.0
2X4 SPF #2 STUDS
@ 16" O.C. U.N.O.
ON PLANS
SEE C/S3 FOR
MORE INFO.
PLATE
INTERIOR GYPSUM
BOARD SHEARWALL 31
SCALE: 3/4" = V-0"
Hai
ffiql�
(D
�7 Cl)
0
— 0
:;7 W
z
<
L/) (D
4--J LU
U
U_j
V)
l 2
E
0
2 cn
00
Fn F_
LU
E
0
0)",
M C',
r— CN
a
0 C,
z 00
-00
CD
_k
do
5 CL 8
LO 0 -.t
<
Al
RD
N C B D C
ow.
Q0 M
" U')
C,
12
.
z .......
4!'t"
" �
CD. %:\-,E "t
LU >N'
uj
L-&,
", v
;z
LLLLJ�4
CD
c->.
......
To the best of the Engjneer,i�lqlloyvlosr, ir� ;'�i
belief, the structural plans and specifilati 5 albabined
within these drawings comply with the FlZricia 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 CN
N
0
.2 CD
>
14 C�
0
M Ln
9 -2 v-
X N
aj - Ln
z
U_
fu
CL 00
< E —
z
z
LLJ
LU
_j 0
�D
'I"
mi
,,� 2 z
0
Uj U_
Z �_ 0
LU CD z
LU 0 0
(n
0>
z ZO
Z?
zz
Uz,
C., L-9
U
=) U
04 a )e
U x: LU N
.0:2
0.0z@
I
C:11
rn
LU = z
E t:;!�
0
Ln
r%j
r*j
Ln
Uj
;%
<
�0�
z U a
W 2 9 Cie
0
<
Lo
U
U 8 ZA -:eo 0
E LU
-a
Z
W
z & 2:!� � �
0 =)
ro
Z
(-)
LU LU n z 0 0
�9 �:� < U P
>
Uj
—j
06
�- g - V 6
8 -> 2g: 8 2
, 0 U Z!�
< zz!� ?5
Z)
rj
V.—I z
Z)
0 CY x 0
(n X z
Ln
0
C:)
ch
0
z <
_j �2 LU
C)
z
LLJ
>
0
Z Uj
!�
z
U)
SCALE: AS NOTED
PLOT DATE 12/7/2012
TECH: FLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
D 1
ZZ
(1) USP LSTA30 STRAPS
(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
BENT OVER TOP PLATE
TOENAILS 2x4
TRUSS SEE R/S6 FOR
CONNECTION IF MSTAM36
1 OR 2 PLY GIRDER
THEN DOWN THE FACE USP SPT4 W/ (6)-1 Od X 1 1/2"
TO TRUSS TOP
CONNECTION INFO TO
CAN NOT BE INSTALLED
TRUSS. SEE PLAN FOR
OF HEADER/STLIDS W/ @ 24" O.C.
MASONRY WALL
CONNECTION.
(22) 1 Od NAILS
EXT. SHEATHING
BELOW AND ALT.
(2) - 2x SPF TOP PLATE
FLUSH W/ TOP
BLOCKING INFO
SEE PLAN FOR CONN.
2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN
FOR 2 OF MASNORY & 8d
SEE FOR
BLOCKING NAILS T/B FLANGE
BLOCK, NG
o
1. APPLY SUB
(3) 2x # SPF
W/ (2) 12d TOENAILS T/B INTERIOR HEADER
FSEE
DETAILS
DETAILS
LO
FLOOR +
STUDS w/ 10d @
0— (2) - 2x SPF TOP PLATE
(2) 1 Od TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS.
2xSTUDS
'ry
ADHESIVE TO
8" O.C. EACH SIDE
END OF SILL. MAX. EXTERIOR HEADERS
71—
if
2x4 CONTACT
SURFACE 2x4 #2 BLOCKING
U.N.O. ON PLAN
OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
IF OPENING IS GREATER OPENING LARGER THAN 4 ft (2) 2x
I
FLOOR SYSTEM
M
SEE PLAN
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
2
B 2x4 SIDE BRACE
AT 48" O.C.
SILL PLATE W/ MP3 CLIPS EACH SIDE
THAN 4 FEET BUT NOT --b
EXCEEDING 6 FEET.
OR FLOOR TRUSS FOR
BETWEEN JOISTS
2X CONT. RIBBON
A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END
j
CORRECT BLOCKING
w/ (3) 12d EA. END
INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D
— — — — — — — — — — — — — — — — — — — — -
G.C. VERIFY INTERIOR
REQUIREMENTS
TO HORIZ.
TYPICAL BLOCK
FLOOR DECK
JAMB INFO
2x CRIPPLE AT EA.
1/2" GYP. BOARD OR
BLOCKING
WALL
USP LSTA 30 wl (11) - 1 Od
(2) USP MSTAM36 STRAPS w/ (8) 10d
EXTERIOR STRUCTURAL
1-1/8" RIM BOARD
END OF OPENING TO STUDS ABOVE PLATE
NAILS & (5) Y4" x 2 Y4" TAPCONS
SHEATHING (MIN. 7/16")
FLOOR TRUSS/
NAILED TO STUD
CENTERED ON FLOOR SYSTEM TO
VERIFY W/ PLAN
8d NAILS @ 3" 0 C
JOIST SEE PLAN
(2) USP MSTAM36 STRAP(S)
kJOIST SEE PLAN
PACK w/1 Od NAILS FLOOR DECK
MASONRY WALL BELOW. CONTRACTOR
WALL SHEATHI�G'
(2) - 12d TOE NAILS TOP
CENTERED W/ (8) 10d NAILS
TIE BEAM
@ 8"o.c. LOOR TRUSS/ I -JOIST SEE PLAN
F
MAY USE (2) SIMPSON MSTAM36 STRAPS
TO RIM BOARD
& BOTT. CHORD
& (5) 1/4 TAPCONS.
USP LSTA30 FROM WINDOW
w/ (7) 1 Od NAILS & (4) Y4" x 2 Y4" TITENS
INSTEAD OF USP MSTAM36 STRAPS. IF
SCALE: 1 1/2" V-10"
AJS BLOCKING PANEL @ 24"
CONTRACTOR MAY USE
JAMB TO FLOOR TRUSS/ SOLID
WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" 1'- 0"
GABLE END RIM JOIST—
O.C. (MAX) AND @ EACH
END OF WALL UNDER
SIMPSON (2) MSTAM36 W/ (7)
10d NAILS & (4) Y4"x2)14" TAPCONS
PROVIDE BLOCKING
BELOW JAMBS
BLOCKING BELOW.
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
STRAPS w/ (22) 1 Od NAILS OR (2)
SEE SS FOR RETROFIT
SEE R/S6 FOR
CORNERS
INSTEAD OF USP STRAP.
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
SIMPSON MSTA36 STRAPS w/ (26) 10d
CONNECTION IF MSTAM36
CONNECTION INFO TO
(2) - 10d TOE NAILS
EITHER STRAP IS ADEQUATE
OTHERWISE DETAIL CAN BE IGNORED
NAILS (G.C. TO INSURE SOLID BLOCKING CAN NOT BE INSTALLED
SECTION CORNER
MASONRYWALL
EACH SIDE
IS INSTALLED). EITHER USP OR SIMPSON
STRAPS ARE ADEQUATE FRAMING ATTACHMENT
BLOCKING DETAIL r2
GIRDER/COL. CONN.
@ 2nd FLOOR r3
HEADER CONN. @ 2nd FLOORr4
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.
2x8 OR 2x6 TOP
JAMB STUD USP SPT4 W/ (6)-1 Od X 1 1/2"
TO STUD & TO TOP PLATE
NOTCHED @ HEADER LOCATION SEE (2) (2)
R EQ'D TYP -7 @ 24" O.C.
US P LSTA24 W/(1 8)-1 Od NAILS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
INFO BELOW ON CONNECTION OF PLATE SEE PLAN
7
2 - 2 x 4 SPF USP RS1 50 W/ MIN. 12" END
USP SPT4 W/ (6)-10d X 1 1/2"
SEE PLAN FOR CONN.
(CONTRACTOR MAY USE RTT CLIPS)
2x HEADER TO SIT
TOP PLATES LENGTH ON STUDS W/ (11) 1 Od
(1) USP LSTA30 STRAPS BENT
@ 24" O.C.
NAIL BACK LEG OF CIPPLE TO (2)
NAILS TO STUDS ABOVE & (11) 1 Od
OVER TOP PLATE THEN DOWN
(2) - 2X SPF TOP PLATE
H EAD E R w/ (2) 12 TON EAI LS FLUSH w/ THE OUTSIDE
SEE PLAN FOR SIZE
2 x 4 #2 SPF STUDS
C AT 16" O.C. U.N.O.
NAILS TO STUDS BELOW.
D USP SPT22 W/ (6)-10d TO STUD &
THE FACE OF HEADER/ STUDS
W/ (22) 1 Od NAILS
(2) 2x HEADER SEE PLAN
NAILING AREA
2x6 / 2x8 WALL BEYOND SEE
HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER
(2) 2x HEADER
(4) - 1 Od TO PLATE
SEE PLAN FOR
(TYP.)
I CONNECTION
SEE PLAN
5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
INTERIOR HEADER
COL. SIZE
(2) USP MSTA36 STRAPS CENTERED
SEE STANDARD HEADER
EACH END W/ 7" EMBEDMENT. IF
END OF HEADER SEE Q/S4 FOR
(1) 2x SILL PLATE W1 (2) 12dTOENAILS.
w/ (22) ld NAILS OR (2) SIMPSON
DOUBLE 2x6 OR 2x8 TOP
CONNECTION DETAILS FOR
AT STEP DOWN LOCATION, MIN 7"
REQ'D JAMB INFO
EXTERIOR HEADERS
MSTA36 STRAPS w/ (26) 1 Od NAILS
PLATE SEE PLAN MORE INFORMATION
X�
2 SPF EMBEDMENT PAST STEP.
(1) 2x SILL PLATE W1 (2) 12d TOENAILS.
FLOOR SYSTEM OR
(EITHER USP OR SIMPSON STRAPS
12d NAILS AT 6"
.�BjAE PLATE USP SPT4 EACH STUD
(�)
2x CRIPPLES @ 16" O.C.
OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS EACH SIDE
2-STY. FRAMING
ARE ADEQUATE)
O.C. TYP T & B USP SPT6 OR
C B J� C TI
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.
OR LVL GIRDER
SYP U.N.O.
....KNEEWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE
SILL (MAX. OPENING WIDTH 4
SPACED W/IN 6" FROM OPENINGS
(2) - 2 x 4 SPF
2X CRIPPLE AT EACH END OF
FEET). IF OPENING IS GREATER
(BLOCK SOLID)
AND MULTIPLE STUD PACKS
TOP PLATES
OPENING NAILED TO STUD
THAN 4 FEET, BUT NOT EXCEEDING
6 FEET, A MP3 CLIP IS TO BE
SEE PLAN FOR
2 x CONT. T & B
INTERIOR HEADER
PACK W/ 1 Od NAILS @ 8"O.C.
INSTALLED TO EACH END
COL. SIZE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
I 1 12 x 4 #2 SPF STUDS
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
TYPICAL BLOCK WALL
PLYWOOD ATTACHED PER
C 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/ I -JOIST SEE PLAN
(18) 16d NAILS & %"
ANCHOR BOLT W/
BOX HEADER
SEE PLAN
E TYP F F
F(�)
PLATE W/ MP3 CLIPS EACH SIDE
1 2 x 4 P.T. STUDS UNDER 2nd FLOOR HEADER
USP MSTAM36 STRAP(S)
CENTERED W/ (8) 10d NAILS
r� TIE BEAM
MIN. 6" EMBEDMENT
(2) 2x TOP PLATE
(2) LSTA12 WRAPPED UP
D
ASE PLATE ARE NOT REQ'D TO HAVE
& (5) 1/4 TAPCONS.
AND OVER TOP PLATE
CONTRACTOR MAY USE
PROVIDE BLOCKING
2x CRIPPLES @ 16" O.C. W/ USP
16" 1 SEE FOUND. PLAN FOR FTG. REQ.
CONNECTIONS. ATTACH STUDS w/ (3)
12d TOENAILS T&B
SIMPSON MSTAM36W/(7)
BELOW JAMBS
SPT22 & SPT24 (OR SPT4)
711 Ir
1 Od NAILS & (4) Y4"x2Y4"
TAPCONS INSTEAD OF USP
CONNECTORS @TOP'
PROVIDE (2) CRIPPLES BELOW
PROVIDE EXTERIOR SHEATHING
SEE FOUNDATION PLAN
TO ANY GIRDER TRUSS IN THIS
2 ST. INT. BEARING WALL
ATTACHED PER NAILING SCHEDULE
STRAP. EITHER STRAP IS
ADEQUATE
FOR FTG. REQ.
2x CRIPPLES TO SITUATION. CONNECT G.T. TO
FOR EXTERIOR 2 STORY WALLS ONLY.
MATCHJACK STUDS W/ (2) - HTW20 TOP & (2)
AND EXTERIOR
SHEATHING CAN STOP ONCE UNDER
HEADER CONN.
2nd FLOOR
STUDS BELOW HTW20 @ BASE TO HEADER
5� LOWER ROOF. I
2 STORY COL.
GIRDER r7
(IF CRIPLLES ARE LESS THAN
8" LONG NO STRAPS ARE
SCALE: 1/2" V-0"
SYSTEM 42
SCALE: 1/2" 11-01,
1-01,
REQ-D)
S CALE: 1/2'1 1
�—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
MORE INFORMATION HEADER STRAPS
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
(2) LSTA24 (2) 2x HEADER SEE PLAN
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
(2) USP LSTA30 STRAPS
USP SPT4 W/ (6)-1 Od X 1 1/2"
2x4 STUDS
MIN (3) 2x #2 SPF STUDS @ END OF HEADER
OTHERWISE DETAIL CAN BE IGNORED
BENT OVER TOP PLATE
@ 24" O.C.
PER PLAN
SEE Q/S4 FOR REQ'D JAMB INFO
THEN DOWN THE FACE OF
(2) 2x HEADER SEE PLAN
USP MP3 EACH END TYP.
FOR OPENINGS LESS THAN 4'-0" WIDE,
H EADER/STU DS W/ (22) 1 Od
DOUBLE 2x4
(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) 1 Od NAILS
(2) - 2X SPF TOP PLATE
M IN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
3", O/C
2x CRIPPLES 16" O.C.
(2) 2x HEADER SEE PLAN
@END OF HEADER. SEE
EXTERIOR HEADERS
2x PLATE W/ TOENAILS.
2x STUDS @ 16" O.C.
@
W1 (2) 12d TOENAILS T/B
INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
(1) SILL (2) 12d
OPENING LARGER THAN 4 ft (2) 2x
'V614 TOP SPLICE
010
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
INFO.
EXTERIOR HEADERS
SILL PLATE W/ MP3 CLIPS EACH SIDE
(2) - 1 Od TOENAILS AT EACH
END OF SILL (MAX. OPENING—\q
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
OPENING LARGER THAN 4 ft 2x
2x CRIPPLE AT EACH END OF
OPENING NAILED TO STUD
(2) - 10d TOENAILS AT EACH END OF
SILL (MAX. OPENING WIDTH 4 FEET).
WIDTH 4 FEET). IF OPENING
(2)
SILL PLATE W/ MP3 CLIPS EACH SIDE
PACK W/ 1 Od NAILS
IF OPENING IS GREATER THAN 4,
8
IS GREATER THAN 4 FEET
FEET BUT NOT EXCEEDING 6 FEET,
BUT NOT EXCEEDING 6 FEET,
A MP3 CLIP IS TO BE
MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCKWALL
A MP3 CLIP IS TO BE INSTALLED AT
PROVIDE 2x4 ON
SCALE: N.T.S.
INSTALLED AT EACH END
OF HEADER SEE Q/S4 FOR
EACH END.
FLOOR DECK
TOP OF 2x8 TO
REQ'D JAMB INFO
BLOCK OUT TOP
2x CRIPPLE AT EACH
USP LSTA30 CENTERED
(2) USP MSTAM36 STRAP(S)
FLOOR TRUSS/ I -JOIST SEE PLAN
PLATE ATTACH
END OF OPENING
NAILED TO STUD PACK
W/(22) 10d NAILS
CENTERED W/ (8) 10d NAILS
2X CONT. RIBBON
W/ (2) 10d NAILS
11
W/ 1 Od NAILS @ 8"O.C.
FLOOR DECK
& (5) 1/4 TAPCONS.
TIE BEAM
@ 3" O.C. 2x4 BEYOND
AGAINST 2x8
DOUBLE
CONTRACTOR MAY USE
2x8 TOP
FLOOR TRUSS/ I -JOIST SEE PLAN
S I M PSO N (2) M STAM 36 W/ (7)
PROVIDE BLOCKING
STUDS
PLATE
SEE PLAN FOR BEAM
1 Od NAILS & (4) Y4"x2Y4"
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
r9
FLOOR [DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: 1/2" = V-10"
SYSTEM 42 SCALE: 1/2" = V-0"
SCALE: 3/4" = V-0"
Q)
(Dru
4--J
C)
U
0 LIJ
:D
E
0
U) Cl)
c)
pe)
E
0) C0
a ca m
c"
C14
000
4)
co
co
0
CL 0
LO 0
< 0
"t
A
8 D.
N C B D C
A
xC1
C.0
_"o
wil 1111j,
go Cn
IN
0 , j r rc N,
9
Z LUZW6 r.- 0.- 1.-
LL1
A
LL
LWL1 01
Z
—
43
Z
to-t__
LL1
F-
LU
ROFESS
_q,\
' INT
To the best of the Engineer' `_ �tft =dd
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 r4
0 aj r-,
14 :!:! C:)
Q =3 %0
> rt) C)
fy) C�)
zN
M Ln
r<-L v):2
z
U_
LL
U
0-00
E
z
LU C:)
W
_j 0
t.0
0
C, C, OZ
ALLV)
LL,. z i- �
z &
<
U x (unj 0 0
EOR (.�)
>z CZ, g
Z U <
Lzu ZZ
19
b _L_ul
8 4 m 3:8 8)
HL0 -,., co,
C:)
ro
0 z @
LU z
LU
_j
C:)
C'4
f"4
V)
w
_j
LU
LU
L U 0< ZO UO 10
0
Z
U �-_ m Mm
0 z
L, F_
fo
Z
UJ
z 8, X z 2�
(nWD0280
P
LU
< U
Luvc 6
>
06
0 LU 2: 1.- 5
2 2 > 9 Ea.
W,ouz<
a
<� <y vu-, mo: 00
Z
8' <x Lor a
z z
ce
0
0
<
< W W
F_
C:)
CY)
<
z
. . C.)
LU
>
0
Z LLj
z
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
D2
Z
Z5 =
z
THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
WEATHER
RESISITIVE
BARRIER
TAPE
(ASSEMBLEDNNOM)
HEAD FLASHING TIE-IN INSTRUXTIONS:
1. Cut, fold up & temporarily secure weatl
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
SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
S
DO NO-
BOT70
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
DECK JOIST
NOT USED
Scale: NTS
''n WEATHER
/E BARRIER &
�ARILY SECURE
EXTERIOR
SHEATHING
WOOD FRAME CONSTR.
SELF -ADHERED FLASHING
BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER SEAL TOPS OF JOISTS
UNDER DECKING
ED FLASHING (SEE DETAIL WP07)
E
AIM
NSHING
Q
WEATHER RESISTIVE
BARRIER
DOOR ROUGH OPENING
3/4"-1" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SELF -ADHERED FLASHING
SUBFLOOR
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
3/4"-1" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED
THRESHOLD OF DOOR AN
UP JAMB 6". USE LIQUID N
OR EQUAL WEATHER PRC
SECTION -A (SEE DETAIL WP(
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF-ADHER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SELF -ADHERED FLASHING
OUTSIDE CORNER
NOT USED
RIM JOIST
STALL SELF -ADHERED
-ASHING JAMB & HEAD
-ASHING, SEE
-ANGEDWINDOW
EE DETAIL WP01)
=LF-ADHERED FLASHING,
(TEND A MINIMUM 6"
ERTICALLY FROM
:)TTOM OF
IRESHOLD
SELFA ......
PATCH
HERED FLASHING
"Aoft
FA L�
0
V
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0.6 crin : 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT. FIN.
BUILDING PAPER
WIRE LATH
G
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF
NEEDED IN CORNERS
THROUGH SELF -ADHERED
FLASHING
LArm
RUBBERIZEP AQDWAI T
RUBBERIZED ADHESIVE
ASPHALT ADHESIVE
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
INSIDE CORNER
Ground
=_7
FOUNDATION WEEP SCREED
NOT USED
SCORED
RELEASE PP
(BEFORE FOLDING, SCORE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
Water Resistant Barrier
Lath
Sheathing
Stucco
FLASHING REQUIREMENTS
R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8.
R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally,
with the upper layer lapped over the lower layer not less 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 R7 03.1
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 ofthe
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 FMAA1VDMA 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 asOin 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 ASTM C 1063
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.
/0"� WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTM C 1063
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
La
QD LO
-9
CY)
0
a
CO
Z
V) (D
Q) U-)
4-d LU
LU
0
(D-'
F-
E
(.h 12-'
__)
0
0
to M
04
(D cl)
0 co
UJ
E
0
r_ cc co
m� :2 04
- a
min -T- Qj
0 0
= U_ 00
5
cDn
4)
0)
C6 ��
0_,,_
05 0. 0
Sd
< M0
Lo 0 -q
U D.
��c c
C14 U')
- M
0) W C14
C) - -
Ln
uc�D) I-
Cl) 0) C14
C� 0
C5 6
0 0
Z CD Z
Co
M C9 ,
_J
U_ U_
-
MW 41F P.. co 0
>
< LL
L�
LU LU
a-
LU U -. -
a 0)
Z 0 10i r_
<
;Z
3:
0
ca N 0
CA 4,
UL
<
M
Z Z
LU 4 Q 04
.:�
0 co
El El
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 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 r--J
0 cu r-,
1-11 4-J a
V)
> V) Cn C:)
� M
4-J N
V) M Ln
Z
V)
2: W 0
Q) - Ln
< L_ U_
Z
CL
fa
61 CL 00
< -
E
Z �: ra
Z
C:)
WLLJ
_J C)
0 Z
0
ED U_
Z
LU 1--
LUMZZ
U I- - L"R 0 0
Z Z < 0
E0 ZOCLx
Z >- < U 7_<
I`_ < Z Z5 Z
= X:
Z,
U Z
LU _J
U
. �:: 8 S
4 0 �_ � 5
C:)
=, LU CN
0 Z
Z
fy)
W LUI
C:)
T__1l
r*-..
U)
Lr)
<
*1Z
0
LU
0�
0
< Z 0 a
LU 0 0 0 W
0
Z
U V-1 �;; 0
0 Z LL
ro
Z
Z
LL
LU �_
:DX0Z
CY- - Z
LU LU 0 in =) 0
Z 0
U.J
0
0
< Q9 _J
2!
00 L>U
u_
L<U 0
0� - X 0 <
1714
T--I
=)
0 gm: U_ 0
Ln X Z
Z
0
C:)
M
cc
N
LU <
�,e LU
I.--
c)
LU
Z
. .
I-
LU
F-
Z
>
0
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1122
JOB NO: 16-6649
SHEET NO.
W P
�,.,.:.iA i.i,o I. JUT:ID.-Mi[Ir..4a,: i, �na.�. i ,.�-.i--� ��-� l�T� i� �i � (• - - li i I ids i
Florida Department of Business & Professional Regulation Page I of I
Building Codes and Standards 7f2DW15
Product Approval Application Detail
Entity or
90 111131 Data Pandlue
211
I= Version Manufacturer
Contact Enalnear & License
Wedged Ely
Validated Submitted FOC A, —I
A--d
Revision 2014 ThermeTru Corpo on
Rick Wright National Aconeditation &
Ryan J. l4ing, P.E.
02120=15 02/00=15
03103/2015
Approved
Calegoty: Exterior Doors
(419)29&1740 Management Institute
(813) 787-8283
S01C.I.Ii-r. SwIrging Exterior Door Assemblies
rickwarobldilconsuftante
compliance Memod: Certification Mark or Usdng
com
Product Model, Numbaror Nome
Product Derearlotion
QuallbrAsums—
Ammo-d for Use A so . . d for Use
ktHVHZ outside HVKZ
hrmact
Auslatant
Dealon
P—me
5 a, Squot;Smooth-Stanliquot and "Barichmark by
NO and WO Opaque and Glazed Fiberglass Door with
1201/2021
NO You
No
NIA
Th—a-Tru&qi
and without SkleMes. sharing and OutwAng
99k
Entity or
20 lift Date pundi
20
mad, Vma"
comMij
Submitted FOC Acurroval
Aggrieved
Revision 2014 Th—Tru Crpo on
Rick Wrot National Accreditation &
Ryan J. 19ng, PE.
06128=15 06113=16
07IM015
Approved
Catelloryn. Exterior Doons
(419)2WI740 Management Institute
(813) 787-8283
SubCaragorr. Swinging Exterior DoorAmemblars
dakwarwbItigoonsultants.
Compliance Method: Carthication Mark or Ustfing
Qualltar Assurance
A,,r,,,d for Use Awroved to,
In HVHZ Outside HVHZ
No
Readable,
Deals,
P—,
5 6. &Wta:Smoolh-slawliquot; and tiquot;Benchmark try
SM and W Opaque and Glazed Fiberglass Doorwith
12/31=21
No Y.
NO
NIA
Th—T.&qurd;
and without Skitiftes. Inswing and Oulsoving
Search CdkU
Code V..I.: 2014
Fl. V.
16225,6
Application Type: ALL
Procint Manufacturer,
ALL
Category: ALL
Subcategory,
ALL
Applia. - Status: ALL
compliance Method:
ALL
Quality A-- Emily Cammurt Expired: AL
Proclwt Model, Number or Name:
ALL
Product Diaser" : ALL
Approved licir use In HVHZ-.
ALL
App— for—outsireiriVict ALL
=u.:
Impact Resistant:
ALL
Design ALL
Date From:
ALL
Data To; ALL
search Drawn,
Code Version:
2014
FIL V.
15279.37
Application Type:
ALL
Product Menuflacturm,
ALL
category:
ALL
Subcategory,
ALL
Application Status:
ALL
Compliance Method:
ALL
Quality Assumm. Entity contract Expired:
ALL
Product Model, Number or Name:
ALL
Product Due," n:
ALL
Approved for use In HVH7-
ALL
Approu for we oubdds HVH2.
ALL
Impact R*sNtmI:
ALL
Design =mra:
ALL
Date From:
ALL
Data To:
ALL
Florida Deparigrient of Business & Professional Regulation Page I a 1
Building Codes and Standards 7021)fZ015
Product Approval Application Detail
no 292 Data Panama R&
mm version
YWW" United FBC A,—1 A-,-d At"
Revision 2014 MI Wnd— and D—
Brant sidinger Lul Roberial-omas Steven M. Urich, PE 06130/2016 06251=5 07IM015 ding FBC App,
Caleaurr. Wndowe
(717) 385,M04) PEZ14 (71T) 93245M
SubC.UgW. Single Hung
b.111ingere.1wil."
Compliance 0116thodt Evaluation Report from a
Florid. RgTat—d Architect or a Licensed Florida
Professional Engineer
same
Quality Assummicat Approved for Use Amumed for Use lagaigi task,
ARL9 Product Md,l. Number or Name
Product Diangdodim contract Excitation Dab In HVHZ Outside Resistant P—re
4 SERIES GA 195 ALUMINUM SH
SERIES GA 195 ALUMINUM SH NI 44X84 121311r2015 NO Yet No WA
'k21g0L2Kbd&
Code V..I-:
2014
Fl. 16217.4
Application Type;
ALL
Productifilmulactu— ALL
Category:
ALL
Sailucaleg.,10: ALL
Applic. on Status:
=uvanm
ALL
Crunpliano. Madami: ALL
Quality Entity Commuct Expired!
ALL
Product Model, Number or Name: ALL
Product Duacrard :
ALL
Approved for use In HW7-- ALL
Approved for use outside HVHM
ALL
Impact Resistant, ALL
Design P—
ALL
Data I—: ALL
Due, To:
ALL
Florida Department of Business & Professional Regulation page I Oil
Building Codes and Staindards 71�2015
Product Approval Application Detail
Search criteria
Code Vinsion:
2014
FL P.
15217.9
Application Type:
ALL
Product M-wharturer,
ALL
Category:
ALL
Subcategory:
ALL
Applastion Styles:
ALL
compliance Method:
ALL
Quality Ainumance, Entity Crittract Expired:
ALL
Prmduct Model, Number or Name:
ALL
Product Description:
ALL
Approved for use In WH&
ALL
Approved for use outside HVHZ:
ALL
Impact Resistant:
ALL
Design Pressure
AL
Data I—:
ALL
Data TO:
ALL
Florida Departmerit of Business & Professional Regulation Page I of 1
Building Codes and Standards MAM15
Product Approval Application Detail
22111111.
Entity or
no 21ft Data Pending
211
mm Version
Manufacturer
G.Wt
Valkhraid By
Waisted Submitted F13C A, —I
Anointed
Revision 2014
Therma-Tru Corporation
Rick Wright Nations! AoMdti &
Ryan J. I(Ing, P.E.
020=15 0209=15
031=015 Approved
CMAQW Exterior Dome
(4191296-1740 Managerhant Inste"
(813) 787-8283
SubCat"mr. Swinging Exterior Door Assemblies
ricirwarwbitigconsultants.
compliance Method: Cartlicallon Mark or Using
COun
111119
7W.M=IkU"1b*r1k11a
Product Description
Cl,alR,A—�
Contract Expiration Data
Approved for Use Austrowal for U,
In HYM Outside HVHZ
Im-1 t)MIM
Rktim P- — -
0
, . seft"quot;' "cwwucfion
818 and SK) Opaque ad Glazed Steat Door with
120/2021
No yes
NO NIA
Sades" and ":Banchmark by ThermsTm"
Transom. With and without Sideft", Inswing and
with Transtart.
out-Ing
2111 291 Data Pending
21M
MW Version
Manufacturer
contact Enalmnar & License
validated By
Vallftted Submitted FOG AP-1
Approved Awn
Revision 2014
Therati-Tru Corporation
Rok Vftht National AocredtaUm &
Ryan J. lang, PE.
06r2&WI5 05113,2015
071=015 Approved
C.A.M: Exterior Docors
(419) 298*1740 Management Institute
(813) 787-82113
SubCaNOW. SMnglrtg Exterior Door Assemblies
ricareligrabldgiconsultents.
Couniplianco Method; Combustion Mark or Using
—
-------
Ant
---- - -------
Product Model. Number or Name
------
Product Dowdution
------- -
Quality Assurance
contract EmiroWn Date
-------------
A,,—Vd for Use Approved for
In outside
Impact gotten
Res P-
8
1. acuotpremium serlas&quct.
eM and 510 Opaque and Glazed Staill Door with
12J31=i
No You
NO NIA
Sam"""o, and &qwtSoKhffwk by Therme-Tnitiquot
Tramextus. With and without Sidolftes. Insering and
with T.—
Outming
Search CrIturle
Code Voralon:
2014
Fl. 0.
15225.6
Appasortirm Type:
ALL
Pmri Marruflachmer,
ALL
Category:
AL
Subcategory:
ALL
Application Stalus:
ALL
C—pM— Method:
ALL
Quality Assurance Entity Contrad Expired:
ALL
Productlifidl. Numb.—Nams:
ALL
Product Description;
ALL
Approved for .. 1. HVH7-
ALL
Approved for use outside KVMZ:
ALL
Impact Resistant
ALL
Design Preas
ALL
Data From:
ALL
Date To:
ALL
Code version:
2014
FIL 0:
i5217Z
Application Typo:
ALL
Product Mitnufluctawn.
ALL
Category:
ALL
Subcategory.
ALL
Application Status:
ALL
compliance Method:
ALL
Quality Assurance Entity comment Expired:
ALL
Product Model. NumbarorName:
ALL
Product Description:
ALL
Approved for use In HVHZ-
ALL
Approved for we outside HVHZ-.
ALL
Impact Rushrantu
ALL
Design P—me:
ALL
Data I—:
ALL
Data To:
ALL
Florida Department of Business & Professional Regulation
Par I V1
Building Codes and Standards
7=4101 5
Product Approval Application Detail
r.20
Emilia, or Dim no Otte Plandling
Data
im version
License SboAVAd F80 Ammovall
Ammoved
Affirmation 2014 MI Windows, and Door$
thent sallnger Lul Robert. Lomas Steven M. Udch, PE 04130r"5 04/34112015
051,10a(1115 Approved
Categorr. Wn
(717) 385-MOD PEZ114 (717) 932-11SX)
Subcategory. Horizontal Slider
buffingiWOrnid.com
Compliance Method: Evaluation Report from a
Florid. Registered Architect or a Licensed Florida
Professional Engimus,
Ito Product Model. Number or Memo
Gustav A—,— Ammoved 11, Use A-mved far Use
Contract Eminifitat Data in HVNZ oultilde
Immat Dason
Resistant prinumare
I SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131120iS No yes
72KS4
NO NIA
Code Version: 2014
FIL 01. i5288A
Application Type., ALL
Product Manufacbermn. ALL
catingory: ALL
Sub,,W ary: ALL
Application Status: ALL
compliance Method: ALL
Quality Assurance Enter contract Expired: ALL
Product Model, Number or Name: ALL
Product Deacrardom ALL
Approved for use In HVH?' ALL
Approved for mis outside HVNZ: ALL
Impact Resistant ALL
Design Prissurs: ALL
Data I—: ALL
Data To: ALL
Florida Department of Business & Professional Regulation Page I of 2
Building Codes and Standards 7�15
Product Approval Application Detail
291 291
Data Pandum
211a
I= version
manufacturer
Contact Enolnes & License
Validated Ehr
Wildalad AWEHW
FBG A—[
Autroved AWE.
Revision 2014
Thamml-Tni Corporation
Rick Wright Lyndon F. Schmidi, P.E.
Ryan J. King, P.E.
DZWW15 01131,2015
02AD4,2016
0411512015 Approved
CaftaW. Exterior D—
(419) 2984740 PE-43409
(013) 787-8283
SubCat.9W. 8winging Exterior Doorfluatemblift
noletGra4:1,1900mouttleft.
compliance Method: Evaluation Report from a
con
Florid. Rgalswd Arch me Uktarsed Florid.
Professional Engineer
OusillwAssuaturea
Ammowd for Use Asamoved
for Use
IMRRU 2&Wa
Product ModeLithouber or Name
Product D,,,IU-
Contract Exalrallom Data
In HVHZ Outside
HVNZ
Resistant P—,
a. "Fiber-Clmw*o5quoI; or ".SffxxrM-St9r".'
SUi l6quontion4mipactliquot; Opaque Fibergiass
12131/2018
Y.
yes
NO NIA
D—Wft &—p: without Skhahm.) - Outswing (X, OX
or XO, OXO, XX. 0)0(0 Configurations)
Entbv or
21112 Date
Data Pending
Version
contact
VIkkftd Bv
Submitted
FOC Amproval
Aparoved awn
Revision 2014
Thermal-Tru Corporation
Rick Wright Lyndon F. Schrridl. RE
Ryan J. King, PE,
0812MOIS 05129=15
07IM015
ding FBC Appp
Callegow. Exterior Doove
(419) 298-1740 PE-43"
(813) 787-0283
SubCstagorip. Swinging Exterior Door Assemblies
fickwQnubldigoomadtants.
compliance Method: Evakadon Report from .
—
Florida Registered Architect or a Licensed Florida
Proressional Engineer
AN"
(b,,K�A�
Approved for U" Amorowd
for the
Impact Offlea
Fholetan't
I
a. Iliquotflber-Classiollcluol; or ":Smoolh-Stariliquot;
GMS,'S &qwt;NorI4rrlpwt" Opaque Fibergurrea
1213112015
Yea
Yea
No WA
Doorwirlh & withoid Sidake(s) - Outlawing (X, OX
or XO' OXO' XX' OXXO Configuration.)
Florida Department of Business & Professional Regulation
pag., of 1
Building Codes and Standards
742WMIS
Product Approval Application Detall
9992
Entkv or Dote Data Pending
2111
IM version
con vingated 13v Marginal Submitted F130 Amirrovid
A . ro ve it Mod
Affirmatitrn 2014 MI windows am Dom
Brad Sitting" Luls Roberb Lomas Steven M. U", PE 0413()=i5 04131=15
05110/2018 Approved
category: Wnd—
(7M 306,VW PE-W14 (717) 93240M
SubCalsqW. Horizontal Slider
balfingnanitm1wrl-co.
Compilmnes Method: Evaluation Report from a
Florida Registered Ardifted or a Licensed Florida
Professional Engineer
929.9 Bilgiluct III Number" Name
QuallIvAinummo; Am,rowd for Use Approved turtles
Product Description In HVHZ Outside HVHZ
Inmect Dust.
assistant p�,
2 SERIES GA 108 ALUMINUM HORIZONTAL SLIDER
SERIES GA 108 ALUMINUM HORIZONTAL SLIDER 12/31120,15 No Y.
72)(54
No NVA
search Crftrla
coo Version: 2014
Fl. #. 152118.2
Application Type: ALL
Product Manufloclurm, ALL
category: ALL
Subcategory: ALL
Application Statm- ALL
Compliance Malbod: ALL
Quality Assurance Entity Contract Expired: ALL
Product Model, Number or Name: ALL
Product Description: ALL
Approved for use In HVH7- ALL
Approved for use outside HVHIZ: ALL
Impact It"Istaft ALL
Design Pressure: ALL
Data I—; ALL
Data To: ALL
Search Crileris
Code Version:
2014
FLA
1=2.1
Apparent- Type:
ALL
Product Manufacturer:
ALL
colso-Y.,
ALL
Subcategory:
ALL
Application Status:
ALL
Compliance Me#":
ALL
Quality Assurance Entity Contract Expired:
ALL
Product Model. Number or Name:
ALL
Product Datualpil n:
ALL
Approved for use In HVHZ:
ALL
Approved I. — musid. HVHZ:
ALL
Impact Rualslaft
ALL
Design preanumi,
ALL
out. I—:
ALL
Data To;
ALL
Florida Department of Business & Professional Regulation
7020MIS
Product Approval Application Detail
Building Codes and Standards
Search Claude
Code Winston:
2014
FL 0.
15332.5
Application Typo.
ALL
Product Manufacturer:
ALL
category:
AL
Subcategory:
ALL
Application Stab.,
ALL
Compliance Method:
ALL
Quality Amarrance Enter Contract Explits&
ALL
Product Model. Number or Name:
ALL
ProductDoondioll :
ALL
Approved for use In HVHZ-.
ALL
App— fbr--UM.HVHZ:
ALL
Imptat Rearatart:
ALL
Design Press w:
ALL
Dab I—:
ALL
Date TO:
ALL
Search Criterk
Code Version:
2D14
FLA
15279102
Application Type:
ALL
Product Manufacturer,
ALL
ciallaqw.
AL
Subcategory:
ALL
Applicalm Stab.:
ALL
Counplimace Named:
ALL
Quality Assorm— Entity Contract Epireth
ALL
Product Model, Number or Nans:
AL
1—ollod :
ALL
Approved for mus Is HVHZ-.
ALL
Approved for ust, outaids HVKZ'.
ALL
Impact Resistant
ALL
Design Is ure;
ALL
Data I—:
ALL
Data To:
ALL
search criteria
Do& version:
2014
R.
152iT,8
Appk.d- Type:
ALL
Product Manufacture.
ALL
category,
ALL
Subcategory:
ALL
Application SUA-:
ALL
compliance Named:
ALL
Qualky, Assurance Entity counsel Expired:
ALL
Product Model, Number or Hunts.
ALL
Product D..dpd.:
ALL
Approved far — In HVH7-
ALL
Approved for use outside HVHZ.-
ALL
Impact Resistant
ALL
Design Press
ALL
Data F—
ALL
Duffis To:
ALL
Florida Department of Business & Professional Regulation P.W I el
Building Codes and Standards 7rAMIS
Product Approval Application Detail
Code Vinslon:
2D14
FL #7.
1521102
Applacad- TyW.
ALL
Product Mmustactuart.
ALL
catingow.
ALL
Subcategory:
ALL
Applicution Status:
ALL
Compliance, Method:
ALL
Quitilly Assurance Emily Contract Expired:
ALL
Product Model, Number or Narna�
ALL
Product Description:
ALL
Approved W use 1. HVHZ;
ALL
Approved for use outside HVKZ:
ALL
ImpatRasimant
ALL
Design P—u.;
ALL
Data I—:
ALL
Date TO:
ALL
PA Numbers PA1.0-PA1.4.dwf
Tampa
-4-0
(D
(3)
C—
U)
>
0
0
0
CY)
co
-1—a
-a
W
-4--
CL
U)
(1)
CIO
0
-co
-0
-=
0
2
0—
—2
C:
—2
cD
?:
=
0
.0
-4-0
CZ
LL
%+—
0
>
Cn
U)
E
L-
a)
-1--i
CIO
2
CDL
Cn
0
0
ar
0
C-
U)
0
L-
<
4--j
C/) C-)
0
(D
U)
W
SHEET NO.
PA 1.1
Florida Department of Business & Professional Regulation Page I or 1
Building Codes and Standards 7�15
Product Approval Application Detail
ral Enft or 21k gab Data Pendkm 2011
T— version License Submitted FOC Aparoval Approved ima
Alternation 2014 M! YMOM and DWS Start Edinger Lots R Lomas Steven M. Latch, PF 04rdOM15 04/30/2015 0511=015 Approved
Category,. Wndmvs (717) 3eI PE 514 (7M 032-MOO
Subcategory. Horizontal Slider Insitfingethilmlivd.com
Compilance slashed: Evaluation Report from .
Florida Registered Architect or a Liceruled Florlds
Professional Engineer
umb—Nam,
Product Doacrintlion
4 GAttle ALUMINUM XOX HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM XOX HORIZONTAL
SLIDER
assuctiLcriberta
Cod. Va.[..: 2014
FL 0;
15288A
Application Type: ALL
Product Manufacturer:
ALL
C-ta9w ALL
Subcategory:
ALL
Application Status' ALL
ComPasma. Method:
ALL
Quality Asessmince Entity Contract Expir": ALL
Product Model, Number or Maine:
ALL
Product Description: ALL
Ap~ for use In HVHM
ALL
App— f6-1AW.HVKZ: ALL
Inso. Resistart:
ALL
Design P— ALL
Data Frorm
ALL
Om To: ALL
Search Criteria
Cod. Version:
2D14
FIL #:
15278.8
Application Type;
ALL
Product Manufacturer,
ALL
category:
AL
Subcategory:
ALL
Application Stftua'
AL
Compliance Method:
ALL
Quality Assurance Entity Conlract Expired:
ALL
Product Model, Number or Name:
ALL
Product D"Wpd n;
ALL
Approved for — 1. HVH7-
ALL
App— W—mitiM.HAINZ:
ALL
Impact Resistant:
ALL
0.1g.=
ALL
Data I—:
ALL
Data To:
ALL
Canifits, AturstainceI A--,d for Use Approved for Gas lanmut Design
.Contract Excitation Date In HWZ outside NVHZ fleadatent pressum
12/31=15 No Y" No WA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pop I of I
7�15
�gft
Entifth,
PAM 21M Date Pending
21M
T— Version
contact Validated Sw
sulxnmw FING Approval
A-,vd
Revision 2014 J11111,03 Handle Building ProduCtS, IM.
Pingsherg; Zhu Ronald 1. 09sem John Southard, P.E.
04130MI5 0412312015 05111,2015
081=2015 Approved
Catinfory: Pan Walls
(NO) 349,2927 PE-24121 t386) 462-9074
Subcategory. Siding
pingshenghullijamasher
Compliance Method: Evaksadw Report from a
de.com
Florida Registered Architect or a Licensed Florld.
Professional Engineer
Mal Product Model. Number or Name
Gaudin, A,u—
ProductDiscription Contract Explindion Date
A -roved for U&I Aw—d for use
In HVHZ Outside H
knoust Dealon
FbnbtMt Pressure
2 HardlePlank Lap Siding
fither—I hip kig 01/01/2018
Y. yes
NIA N/A
Spumb Crlwda
code Version:
2014
FL 0:
M192'2
Application Type:
ALL
Product Ifismullectunur,
ALL
category:
ALL
Subcategory:
ALL
Applicid. StAus'
ALI
Compliance Method:
ALL
Duality, Assummes, Entity Contract Expired:
.1
Prodwt Model, Numbor or Name:
ALL
Product Description:
ALL
Approved for uss In HVHL-
ALL
App— lbr—.UI"HVHZ:
ALL
impact R.Wt..L
ALL
Design Press as:
ALL
Data From:
ALL
06% TO:
ALL
Search Criteria
code version:
2D14
FL 0:
1232 .6
Application Type:
ALL
Product Mimulact—
ALL
caugory.,
ALL
Subcategory:
ALL
Apple. Stabos:
ALL
Companies Method:
ALL
Gandity A--. Entity Contact EVId:
AL
Product Model, Number or Name:
ALL
Product Deocriptil :
ALL
Approved for use In KVHZ:
ALL
Approved for use, outside HVHZ:
ALL
].Pact Resistant.
ALL
Design P M:
ALL
Date Fmm,�
ALL
D. To:
ALL
Florida Department of Business & Professional Regulation Poa I of I
Building Codes and Standards 7,21=15
Product Approval Application Detail
22& Pridt. or 291 no Data Pending
T— Version Manufacture Contact Froinser, & License Validated ft VaUdAtd Subinthad FING A—, A-,vd
21gull
Search Criteria
Cod. Version:
2014
FL P.
5210.
Application Type:
ALL
Product Manufacturer,
ALL
Category:
ALL
Subcatagorr.
ALL
Application States'
ALL
Corniolla— Method:
ALL
Qusllty, Assurance Entity Contract Expired:
ALL
Pmd.t Model, Number orName:
ALL
Product Desertion :
ALL
Approved for use In HVHZ:
ALL
Approved for outeld. HVH7-
ALL
Impact Resistant:
ALL
Design press
ALL
Data F—:
ALL
Data To:
ALL
Florida Department of Business & Professional Regulation ftgeldl
Building Codes and Standards irlorAls
Product Approval Application Detail
22111
Enft or
2111 21ft Data Pending
Lm venalon
Validated Sub~ FOC Approval Aporaved ton
Affinnatlon 2014 M! Windwas and Doom
Brant sliffinger Luls Roberto Lomas
Steven M. Urlah, PE 05101/2015 0510112015 05/10/2015 Approved
Category: Windwe;
(717) 366-33M PE-82514
(717) 932-&'M
SubC.1wgcW. Fbd
baitfin".id.—
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Flodda
Professional Engineer
&Rig
hence Approved for Use Auditioned for Us, lureact Desion
Do it, NVHZ Outside Hislififiss P—m
4 SERIES GA 195 ALUMINUM PICTURE VANDOW
SERIES GA 196 ALUMINUM! PICTURE MNDOW
12i3i=16 NO Yee NO WA
RECTANGULAR AND DESIGNER
Cod. Version: 2014
Ft. #:
15278.4
Application Type: ALL
Product MancFNWW.
ALL
C-1ag-w ALL
Sub..".r.
ALL
Application Statuts: ALL
Compliance Method:
ALL
Quality A--. Entity Contract Explinect; ALL
Product Model, Number or Name:
ALL
Product Deacalption: ALL
APProwd for use it, HVHM
ALL
Approved for — -Issid. HVHZ: ALL
impact Resistant
ALL
Design P—u.: ALL
Date F—:
ALL
Dab To: ALL
Search Criteria
Code Version:
2014
FL 0.
15278 .9
Application Type:
ALL
Prod.t Mamulact—
ALL
C~r)r
ALL
Subcategory;
ALL
Appk.d- Stiefica:
ALL
Compliance Method:
ALL
Quality Ammence Entity Contract Expired:
ALL
Product Model. Number or Name:
ALL
Product Dwarlioll :
ALL
Approved for use In NVKZ:
ALL
Appnomd for — oubilds HVHZ:
ALL
Impact Resistant,
ALL
D.19. Pressau.:
ALL
Data Fmns:
ALL
DIfte To;
ALL
Search Critift
Cod. Version:
2014
FL 0:
i5272A
Application Type;
ALL
Product Manufacturer
ALL
Cat.";
ALL
Subcategory:
ALL
Application States:
ALL
Compliance, Method:
ALL
Quality Assearence Smear Contract Expired:
ALL
Product Model, Number or Name:
ALL
Productilistacripti n:
ALL
Approved for use In KVHL-
ALL
Approved for — oubulds HVHZ:
ALL
Impact Resident
ALL
Deals. Proseurs:
ALL
Data F—:
ALL
DOW To:
ALL
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pgalcfl
762=15
22ft
Ender or
9111A Do Date Pending 211a
LM Version Moufaemm
C.Ifta Ermir—StLicarms, VIIM&Wd 0,
Widened SubnWADd FRO Ainfroval A-mved
R.11al. Wit Thonsokil ArChlback" Metals Company, IM
Scott BrOvIril James L. Suckneir Steven M. Udch, PE
051011,'2015 04/2912015 05/1012015 OB=015
Approved
Category: Roofing
(813)248-UW PE-31242 (717)9324500
SubCablionn. Roofing Acoessorin that am an
fivefidadomillyalhoo.com
Integral Pan of the Roo" System
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed FWc1a
Professorial Engineer
QuallbrAmearicat
A - — - d for U, Approved for the lemps.
Design
Product Muclal. Number or Nam
Product Dejeculudon Contract EI,d,, Daft
In HVKZ OW, N Resistant
P-
1 - &quat;FW Top Off Ridge Vent with Ross for Tilellquot;
Minimum 28 Osage Steel, Nominal 4&039-,, 68#39;. 1213112019
No Y. No
WA
SM% or 106030; VAde Off Ridge Vent Attached to
Wood Dock
Cod. Version:
2D14
FL 11,
6219.1
Application Type:
ALL
Product Mennonecturea,
ALL
Category.
ALL
Subcategory:
ALL
Application Show:
ALL
Compliance Method:
ALL
Quality Assurance, Entity Contract Expired:
ALL
Product Model, Number or Name:
ALL
Product Description:
ALL
Approved for use In "VHZ-.
ALL
Approved for use wind. HVKL
ALL
Impact Resistant:
ALL
Design P uss:
ALL
Dots Fmm,.
ALL
Be% To:
ALL
Florida Department of Business & Professional Regulation Pgo I of 1
Building Codes and Standards 7QQW15
Product Approval Application Detail
92111
Entltv or 2wit Dek Data Pending Rik
T�me Version M,,f,,w
Contact Validated 8, Validated Submitted FW Au —I Approved awn
Affirmation 2014 Fields Metal Produ'ft Inc.
Clark Jones Miami-Dede OCCO - EVL MlamWade BCCO - VAL (12127*015 022712016 030=015 Approved
Category: Roofing
(904) 783-84M (786) 31545110
Subcategory: Roofing Accessories that an, an
Integral Part fth. Roofing System
Compliance Method: Evaluation Report from a
Product Evaluation Entity
Modst. Number or Name
QualltvAssurance A,,r,,*d for Use Accum-d to, U, Im—t Deal-
Product Description Contract Estalmition Daft 1, HVHZ outside HVHZ Resistant P—,
�gjl =sit
RV10 ALUMINUM RIDGE VENT 01/3112018 Y" Y" N/A WA
Search Crearl,
Code Version: 2014
FL 0'. 2076A
Appkation Type; ALL
Product Manufacturer: ALL
Category, ALL
Subcaftorr. ALL
Application Status: ALL
Compliance, Method! ALL
Camilly, Asworance Entity Contract Expliedt ALL
Product Model. Number or Name: ALL
Productow.4,11 : ALL
Approved for use In HVHZ, ALL
Approved for uss, *uMM& HVHZ: ALL
kniand Reabstant ALL
Design P— re: ALL
Date Fmdt� ALL
Dets TO: ALL
Florida Department of Business & Professional Regulation Page I of 1
Building Codes and Standards 7r2QM15
Product Approval Application Detail
Cod". Ion:
2014
FL W.
15278.5
Appillastion Type:
ALL
Product Ithoudichamn.
ALL
category,
ALL
Subcategory:
ALL
Application States:
ALL
Corripffince Method:
ALL
Quality Assurance Entity CmdrW EXPIrW.
ALL
Product McI Number 0, Name:
ALL
ProductDascript! :
ALL
Approved for — In HVHM
ALL
Apprmadift—UtWONVII&
ALL
Impact Reslabod:
ALL
Design Pressure;
ALL
Date Finer:
ALL
Delta TO:
ALL
Florida Department of Business & Professional Regulation Page I ofi
Building Codes and Standards 70=15
Product Approval Application Detail
Search Criteria
Cock Version:
2014
FL 0:
i5=3
Appliciftion lrypv�
ALL
Productifismilecturen,
ALL
category:
ALL
Subcategory:
ALL
Application Status:
ALL
Compfisecia Method:
ALL
Quality, Assurance, Entity Contract Expired:
ALL
Product Model. Number or Name:
ALL
Product Description:
ALL
Approved tier use it, NVH7-
ALL
Approved for w outside HVHZ:
ALL
Impact Resistant
ALL
Design P—..:
ALL
Data From:
ALL
Dab To:
ALL
Florida Department of Business & Professional Regulation Pope I ofl
Building Codes and Standards 7r2=15
Product Approval Application Detail
Search Crisda
Cc" Version:
2014
FL 0:
15272.2
Application Type:
ALL
Product Manufacturer.
ALL
call'"I
ALL
Subcategory:
ALL
Application Slatus:
ALL
rompli... 11101thod:
ALL
Quality Assursons, Entity Contract Expired:
ALL
Product Model, Number or Name:
ALL
Product Deacription:
ALL
Approved for use, In NVK7-
ALL
Approved for ust outside HVHZ:
ALL
Impact Resistant
ALL
Design P—..;
ALL
Data F—:
ALL
Data To:
ALL
Florida Department of Business & Professional Regulation Page I of I
Building Codes and Standards 7f2DWI 5
Product Approval Application Detail
r"I
Enft or
20 292
Data Paestum
List Version Manufactu
Contact Enalmor & License
V§Udatwd Elv Validated Sbngftd
FOG Apernonal A-,-W two
R.". 21114 Thompson ArMtOCKFA Metals Company. IM
Seod EIMmi James L. Buckner
Steven M. Ufloh, PE 05/0112015 0412912015
05/10,2015 00123/2015 Approved
Camigortr. Roofing
(813)248a3466 PE-31242
(717) 932-MOO
Subcategory., Roofing Acomorke, that am an
fivalidationdlyrahoo.com
Integral Part of the Roo" System
Compliance Method: Eyaluallon Report from a
Florida Regisheaud Archicact or a Licarnsed Florida
Professional Engineer
0millivrAssouter- Accooved for thes, A-,,W
for the Impact Deals,
a-- Product Model, Number or Memo
Product Description
1. HVH Outside
HVKZ Resistant P—m
2 2. "Pmnd Top Off Ridge Vent wb 804 fic,
Mlrd—. 28 Gg. Stea, Nominal 4&09;, 6&MO;,
17J311120til No
Y. No WA
'niesquot;
WIN;, " 106#39; VAde Off Ridge Vent Aftesched to
Wood Dock
Cc" Version: 2014
FL 0'.
W9.2
Application Type: ALL
Product Mantifischum�.
ALL
Category: ALL
Subcategory:
ALL
Application Status: ALL
C—psurc. Method:
ALL
Quality Asuscrimcs, Frafty Contract Expired: ALL
Product Model. Number or Nams,
ALL
Product Doe'dird : ALL
Approved Sw use In HVHZ,-
ALL
Approved For — outside HVHZ� ALL
Impact Rssistard,
ALL
oftion Premium: ALL
Data Frant:
ALL
Data To: ALL
Florida Department of Business & Professional Regulation Pga I of i
Building Codes and Standards 7QM15
Product Approval Application Detail
Scorch crude
Coca version:
2014
14. 0:
7949.24
Applicialon lryp.�
ALL
Pmduct Manufacturan,
ALL
COMOW.
ALL
betitgolf.
ALL
Applikuslon Iftertus:
ALL
Compliance, Method:
ALL
Caney, Assurance Entity Contract E.Pld!
ALL
Product Model, Number or Name:
ALL
Product Description:
ALL
Approved for use In HVHZ:
ALL
Approved for uss, outside NVHZ-.
ALL
Impact ResertiI
ALL
Design Pmesum:
ALL
Date From:
ALL
DAN To:
ALL
Florida Department of Business & Professional Regulation Pep I or 1
Building Codes and Standards 7=42016
Product Approval Application Detail
Search Creeds
Cod. V-1-:
2014
R. 0.
15278.7
Application Type;
ALL
Product Manufacturer.
ALL
Category.
ALL
Subcategory:
ALL
Application Stdon:
ALL
Compliance Method:
ALL
Cluster, Asawwance Entity Contract Expired:
ALL
Product Model, Number .1 Name:
ALL
Product Desedielon:
ALL
Approved for use 1. HVII
ALL
Approved for uss, wbW* HVHZ:
ALL
Impact Resistant
ALL
Design P—.:
ALL
Data I—:
ALL
Dab To:
ALL
filestrohCritsda
Code Version:
2014
Fl. 9:
13192.1
Application Type:
ALL
Product Manufacturer.
ALL
Category.
ALL
Subcategory:
ALL
Application Status:
ALL
C—piliace, Mafid:
ALL
Cludity Asenusence, Entity Contract Explmd:
ALL
Product Model, Number or Name:
ALL
Product Description:
ALL
Approved for — 1. KVHZ:
ALL
Approved for — oteshis HVHZ:
ALL
Impact R"Istant:
ALL
Design Pressure:
ALL
onto Fronc.
ALL
case To:
ALL
Florida Department of Business & Professional Regulation
paga I fI
Building Codes and Standards
M=15
Product Approval Application Detail
2991
Sitting or
20 20 Date pondirm 20
Version Manufacturer
contact
Submitted FIND Approval Awronrind Amid
Revision 2014 Cartainreed Corporeflion-Roofing
Mark HINTAN' Robed Nwhdnw John W, Knewy1ch. PE
0312312018 (WiSM15 03(2e/2015 oermola AppmWd
Category: Roofing
(610) 661-5847 PE—%iBS (964)772-8224
SabC.1*gW. Asphalt Shingle.
mark.diumumilsaint-gol,
Compliance Meduaft Evaluation Report from a
aln—
Rorlds, Registered Arch"I'd or a Licensed Flodd.
Professional Engineer
all Productillodel.Nundor"Name
Ck,lkvA—,,,
Product Deactivation - -
Aw—d for U" Accrovedforlilse know onalan
1, HY`KZ Outside HVKZ Restated P—m
I CernsinTead Asphalt Roofing Shingles
34ab, 4-tati, strip (n-1-outs), laminated and 07/03=7
140 Y., WA N/A
architectural asphalt =1 shingles
Search Criteria
Code Version: 2014
R. 111: 5444.1
Application Type: ALL
Product Marnefiectu— ALL
Category: ALL
Subcategory: ALL
Application Status: ALL
Compliance Method: ALL
Quality Assurance Entity Contract Expired; ALL
Product Model, N..b.,.r Name: ALL
Product0stacription: ALL
Approved for usa in HVHL- ALL
Approved for ust outside HVKZ: ALL
listpect Resistant ALL
D.1g. P— ALL
Data F— ALL
Dab To: ALL
Code Version:
2014
R. #?.
5219.3
Applicadom Type:
ALL
Product Misnufactimar,
ALL
Category:
ALL
Subcategory:
ALL
Appilicadirm Status:
ALL
C—pIl.— Method:
ALL
Quality Assurancs Entity Contract Expired:
ALL
Product Model, Number or Memo:
ALL
ProductDoecuripli :
ALL
Approved for — In HVHZ:-
ALL
Approved fic, me, outidds HVHZ-.
ALL
knpct Resistant:
ALL
Design Pressurs:
ALL
ow P—:
ALL
Dab To:
ALL
Cod. Version:
2014
Fl. 0:
7UQ-25
Application TYPC
ALL
Product Manufactum
ALL
C-MOW
ALL
Subcategory:
ALL
Application Status:
ALL
Compliance, Method:
ALL
Quality A--. Entity Contract Expired:
ALL
Product Model. Number or Means:
ALL
Product D—ription:
ALL
Approved for was, in HVHZ.
ALL
Approved for — outside HVHL'
ALL
Imp. Resistant
ALL
Design Priessurv:
ALL
Data From:
ALL
Did. To:
ALL
PA Numbers PA1.0-PA1.4.dwf
Tampa
—00
>
0
(1)
-C=
-1-0
0
=
-0
CL
0
0
L-
M
4-0
-0
CL
C:
0
0
0
0
>
D
(n
!E
-0
W
u.)
E
L-
0"
0-
40-
C/)
z
z
w
mi
Cn
0
(n
0
C-
U)
M
>
0
<
C/)
0
r)
Q)
U)
M
co
Uj
a_
SHEET NO.
PA 1.2
- — — --7 -- -- — - — --TW-- � — I —F— F--T F— -- i ---F—I 11 — —77--Ti T
I � ] I ", 11 111 '111 1 11 j 'E III . .... iLT, i� �1' I I I I
I .'
Florida Department of Business & Professional Regulation 1191,11,
Building Codes and Standards 7==%
Product Approval Application Detaill
Florida Department of Business & Professional Regulation Pq.Icf1
Building Codes and Standards ir"MIS
Product Approval Application Dartifill
Search Criteria
Code Venal—
2014
Fl.
784926
Code Venalcm;
2D14
FL #:
7849.13
Application Type:
ALL
Pmcluct Manufacturet,
ALL
Application Type:
ALL
Product Momulacturtm
ALL
Category:
ALL
Subcategory
ALL
category"
ALL
Subcategory
ALL
Application Slalue.
ALL
Comphric. Madvoch
ALL
Application Ststus:
ALL
Compliance Method:
ALL
Quality Assurance Enter Contract Expired:
AL
laroduct ""'ei, Number or Name:
ALL
Quality Anurance Emil Contract Expired:
ALL
Product Model, Number or Name:
ALL
Product Description:
ALL
App—d for use In HVKZ-.
ALL
Product DestApill :
ALL
Approved for use In HVIRL,
ALL
Approved lot uder oubble KVHL'
ALL
Impact R.Itaft
ALL
Approved for use WIW* HVNZ.'
ALL
Impact Reabstant,
ALL
Design P u-,
ALL
Data I—:
ALL
Design Proassum:
ALL
Date I—:
ALL
Dole To:
ALL
Dab To:
ALL
search Cribark
God@ Version:
2014
FIL V.
7M.16
Applicall. Type:
ALL
Product Manudectuman
ALL
Category:
AL
Sub..tagery;
ALL
Application Bud.:
ALL
Compliance Method:
ALL
Quality Assurance Endly Contract Expired:
ALL
Product Model. Number or Name:
ALL
Product D--dpfi :
ALL
Approved far use In HVHZ;
ALL
Apo— fbr—o.Wd.HVHZ-.
ALL
impact Resistors:
ALL
D.10.=U.:
ALL
Oat. I—:
ALL
Data To:
ALL
Florida Dapartment of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Search CrIlied,
Code Version:
2014
FIL
12656.1
Applc.U-'ryp.:
ALL
Product hkn�D.W—
ALL
Category:
AL
Subcategory:
ALL
Application Status:
ALL
Compliance Method:
ALL
Quality Assurance Eaft Contract Expired:
ALL
Product Model, Number or Name:
ALL
Product Dean om
ALL
Approved for use In HVHZ-.
ALL
Apprsnmdfor=ouIsIdeHVHZ:
ALL
Impact Resistant
ALL
Design Press re:
ALL
Dr. I—:
ALL
Dole TO:
ALL
Search Criteria
Code version:
2014
Fl. P.
1M.3
Application Type:
ALL
Product Miumbecturer,
ALL
Category
AL
Stibcatelle"'.
ALL
Applamflan Stiflues'
AL
Compliance Method:
ALL
Qu.My Assurance E-ft Contract expired:
ALL
Product Model, Number or Name:
ALL
ProductDoscriliall :
ALL
Approved for — 1. HVNZ-.
ALL
App— F. — cutsid. HVNZ:
ALL
Impact Resistant.
ALL
Design Press rac
ALL
Data I—:
ALL
Data To:
ALL
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I a 1
7r2MJS
page I or 1
7=wis
996
mm version Manufacturer
Revision 2014 MIT.k Industries, In.
Category: Structural Components
Bobcat.": Truss Plot.
Compliance Molinari: Evaluation Report from a
Product Evaluation Entity
291 DO Data Paraffins
Conflict Vfidwftd By Validated Submitted IN A-1
David Wort ICC Evaluation Sevica, U.C, ICC Evaluation Service, O&W/2015 MIU2015
(314) 851-7480 I.I.C.
dwortitimli.com (2w) sweeflo
Rik
A-mvd awn
071=015 Approved
gumLhmwlm Appmod for Use
Deal -
Aug Pwduct Model, Number or Nams
Product Doscrinthat
Contract Exalsollon Data fit HVHZ Outside HVHZ
P—,
3 WTi8HS
18 g& high aftength truss connector plate
12J3112015 Y., Y.
NVA N/A
S�hcrftsfla
code V—I-: 2014
FL
2197.3
Appilcoallon Typoi ALL
Pmdoct Marrufachaw
ALL
Category ALL
Subcategory;
ALL
Application Status: ALL
Compliance Method;
ALL
Quality Assurance Entry Contract Expired: ALL
Product Model. Number or Name:
AU-
ProductDncdpd : ALL
Approved for use In NVHZ-.
ALL
Approved fice culaki. HVH7- ALL
impact ReshetwL
ALL
Daslimloroms ALL
Data From:
ALL
Do% To: ALL
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of I
M20=1S
Code
Entfor or M 21ft Data Pending
2da
im Vantion
Mmulacb.
contact En,inter & License Validated Sv, Valklatlef Submithed FDIC Approval
Affronted Sam
Revision 2014
GIOW Protection P00(lude, U-C.
Tim Robinson WaI1erA.7IIIftk..PJE, John W. KnIcteviOr. PIE 051011/mIa 044M0115 05/1112015
oermois Approved
Category. Shutham
(956) 6894545 PE44167 (054l 772-112Z4
SubCaltiloty Storm Panels
tintrabinwilitlIppentoom
Compliance Method: Evaluation Report from a
Florida Regislorad Arch'a" or a Licensed Florida
Prof*"ww Engineer
GoaffirwAssimincor A,,—,d for Use A -roved for Use
20 In HVHZ Outside HVHZ
Impact Design
Resistant P—m
1
20 Gage Golvankrod Steel Storm PwaleMVHZ
Cocrugoted Galvartizvd Steel Stomn Panels roalred 1213112015 Y. Y.
Y- N/A
or not by broke to provide hurricane promotion.
Coo Version:
2D14
FL 9:
15078.1
Application Type:
ALL
Product Mormalwonert
ALL
Ca"gorr.
ALL
Subcategory!
ALL
Application Staturs;
ALL
Compliance Method:
ALL
Quality Assurance Entity, Contract Expired:
ALL
Product Model, Number or Name:
ALL
Product Description:
ALL
Approved for — In HVH?--
ALL
Approved for tiow, acowl" HVNZ:
ALL
Impact Resistant:
ALL
Design Pressure:
ALL
Data I—:
ALL
09. To:
ALL
29k
LM V-1- Manufacturer
R.vishm 2014 All A—ft. Short— and Dim
c4ft"ry: Bhutto.
SubC.t$9s,r. $mrm Panels
Compliance Allothod: Evaluation Report from a
Florki. Reglid—c! AmhKW ora
Uosmad Florkla
Profirsollonual Engineer
Rai Product Model, Number or Name
I 22ga, 24go Sleal Panels
Search Crhoda
Codo Venslon;
2D14
ApplIc.don Type:
ALL
Category:
ALL
Application Stan.:
ALL
Quality A--. Enemy Cmdorot Eplrodh
ALL
Product Description;
ALL
Approved for — outill HVHZ:
ALL
Design Prearnmes:
ALL
Date To:
ALL
Florida Dapartmenii of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pop I a I
M2=15
20 Milk Data-Poodirto 20
Lk— Validated OV validated Submitted FBC A,—1 Amombard awn
Mike Settled Frank L. Bervardo. P.E. Jorge A. Porterium, PJE, 00=20118 Applied For
(561) 712-91182 PE-0048549 (954) 394-8521
rrlkebOaftmwicanshufte
Mount,
Product Description
229.,249a Steel Slorm Panels
Fl. V.
13578.1
Product Miumbectmer:
ALL
subcategory:
ALL
Compliance Method:
ALL
Product Model, Number or Name:
ALL
Approved for use In HVHL-
ALL
Impact Resistant
ALL
Date Froom
ALL
QuiltvAm� Acurnovid! for Use A-mbrodfortloo Impact Designs
Cominct Expiration Daft In Outside Flas Pontoons
12131120ili No Y. Y- NVA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pop I or 1
7r2VA15
RRA
Entity or
20 Do Date Pending RM
Dn vertigo
C011 Engineer & License
Validated BY Validated Subraftood FOG Apormal Awmv*d Stow
Revision 2014 ITW Building Components Group Inc,
Stuart Lovds ICC Evaluation Service, LLC ftillarn M. Raman, PE 0312SM15 oar20120115 03#29,2015 Approved
Category: Structural Components
(000) 7554MI
(407) 681-1917
SOCAlogurf. Trust, Plot$$
slawk6aiphre1w.com
Compliance Method: Evaluation Report from a
Product Evaluation Entity
Oral A—rance A-6d for Use A-Md for Use lincerc, Design
In HVHZ Outside HVHZ Resistant P—m
4 tTW BCG Wave
Metal Cwww Plate
12i3l/2020 Yea Y" NVA WA
Code Version: 2D14
FIL P.
1999.4
Appk.U- Typo; ALL
product Manufacturer.
ALL
Category, ALL
Subcategory.
ALL
Ap~w Status: ALL
Compiled. Method:
ALL
Quality Assurance Enft Contract Expired: ALL
Picaduct Model. Number or Name:
ALL
Product Dowlieflom ALL
Approved far use In NVHZ-.
ALL
Approved for use, outside HVHZ: ALL
Impact R.Itornz-
ALL
0-19. P--: ALL
Date From:
ALL
Dole To: ALL
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pop I of I
7=015
22"
INK version Menufacturear
Revision 2014 MiTek industries, Inm
Category: Structural Components
Subcategory: Trusts Plot..
Complianor Mothock Evaluation Report finum, a
Product Evaluation Entity
Entftv or no no 0,1* P,,dk, Rik
Contact Entrimis, & Lkamia Validated By Valklmled Submitted FIBC A,—1 Awroved awn
David Wart [CC Evaluation Service, U.0 ICC Evaluation Service, Ger"(1=15 owilaois 071=015 Approved
(314) 861-74W I.I.C.
dwartilibriffi.com (205) NO -NOD
lag unilloor or Name
2mgma2usdRm
QuallbrAssurance ARRMMLMLUU aRRMZRIbLuu 111111111110 golm
At= ROWLt= sawo ago=
4
20 go. truse connector plate
IV3112015 Y.. Y" WA NVA
Code version: 204
FIL V.
2197.4
Application Type: ALL
Product Momifacb~
ALL
CAtes-y ALL
Subcategory
ALL
Application Status: ALL
Comotance Method:
ALL
Quality Assurance Entity Contract Expired: ALL
Product Model, Number or� Name:
ALL
Proluct Descrildion: ALL
Approved for u- 1. HVHZ:
ALL
Approved for uso outside HVH7- ALL
Impact Resistant
ALL
Design P—u.: ALL
Data I—:
ALL
Dole To: ALL
3—h crwa
0.6 Version:
2014
FL P.
7849.14
Application Type:
ALL
Product NW.�bcb�—
ALL
Category
ALL
Subott9gory
ALL
Application Statue:
ALL
Compittoce Method:
ALL
Quality Awasnonce Eaft Contract Expired:
ALL
Product likod@4 Number or Nome:
ALL
Product Desarlption:
ALL
Apinnowd for on In HVHr.
ALL
Approved for uens outside HVHZ.'
ALL
Impact Roalshoub
ALL
Design Pressure:
ALL
Data I—:
ALL
Dab To:
ALL
Search Cribula
Cod. Version:
2014
Fl. V.
15076.2
Appkad- Type.
ALL
Product Moradacharont.
ALL
Category
ALL
Subcategory:
ALL
Applileation Status:
ALL
Compliance Method:
ALL
Quality Assurance Eaft Contract Expired:
ALL
Product Model, Number or Name:
ALL
Product Description:
ALL
Approved lor use In HVHZ-
ALL
Approved for una outaide HVHZ:
ALL
Impact R.Itaft
ALL
Design Pressure:
ALL
Date From:
ALL
Data TO:
ALL
Florida Department of Business & Professional Regulation
page I orl
Building Codes and Standards
7=12MS
Product Approval Application Detail
r"I
EM or 2&k light Data Panels,
1101111 version Menufactureur
contact 9nalratertil License Vididated By VIhktd Submitted FIND Art—]
Aticuraved
sum
Revision 2014 ITW Building Components Group In&
Stuart Levels ICC Evaluation ServIcs, U-C, Willmin M. Ranieri. PE 031512015 0&2D/2015
0312gr20115
Approved
Category structural Cornponone,
JON) 755MOI (407) 681A917
SubCoNOW. Truss Phase
slevilu"Inelter.ocan
Compliance Method: Evaluation Report ft.
Product Evaluallon Entity
Quallh,A� A-m"d for Use Aral for Use
WIEW
Casket
2&9 Product Model, Number or Name
Product Descriation contract F"Imftn oft In HVHZ outside HVNZ
Resistant
proasems
1 ITW BCG Higher Strength (H 116amp; S)
metal Connector Pigs 1243V2021) Yes Y.
WA
N/A
search Criteria
Code version:
2014
Application TM:
ALL
Category
ALL
Applaidic. Status:
ALL
Quality A--- Entity Combed Eapkacf�
ALL
Produot Dwcr"on:
ALL
Approved for was outside HVH7-
ALL
0.10. Prossure;
ALL
Do% To:
ALL
Fl. il.
19991
Product Mimudecturter,
ALL
Subcalatiory
ALL
Compli .. Method:
ALL
Product Model. Number . No—:
ALL
Approved for use In HVHZ-.
ALL
Impact Resistant;
ALL
Dow I—:
ALL
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pass I or 1
742002015
Code
Enft
po Do Date Poodkw Do"
1M yfiffilon Menturatowas
Ertain"r4i LIcan"
Vaikkftd By Valklated Submitted FBC, Approval Approved stotn
Revision 2014 Mi7ek Includdes, Inc.
David Wert ICC Evaluation ServIca,
LLC ICC Evaluation livvics, 053(1=15 0611112015 01TIM015 Approved
Category Sturtano Components
(314) 851-7480
1-1-0.
Subcategory: Trud,$ Plain
dweddlilbruLcom
(2)5) 599-9800
Compliance Method: Evaluation Report from a
Product Evaluation Entity
Eta Product Model, Number w Name
OxIallivAssumnus A--,d ft, U, A-,,d ft, U, linaust Doolon
In HVHZ outside HVHZ Resistant P—no
I M18SHS
18 ga. super lugh sbwgM trust connector plate
12/31/2015 Yes Y" NIA WA
SoorchCrIlorls
C." Version: 2014
FLO,
2107.1
Application TVW. ALL
Product Manufacturer,
ALL
category ALL
Subcategory
ALL
Application Sbdua: ALL
Compliance Method:
ALL
Quality Assurance Easily Contract Expired: ALL
Pmdwt Model, Number or shime:
ALL
Product Desuption: ALL
Approved for on In NVNZ.
ALL
Approved ft, — outside HVKZ: ALL
Impact Resistant:
ALL
Design Pressure: ALL
Date From:
ALL
Data To: ALL
Florida Department of Business & Professional Regulation
pagoldl
Building Codes and Standards
MAM15
Product Approval Application Detail
Code
E.Mv or
go no Do% pomflou
Ra
im Version Marmfiectorms
contact finalneer & License VlMdd 8,
VIhktAd Submitted FIRC A—]
A--d AMR
Revision 2014 MITek Industries, Inc.
David Wort ICC Evaduation Servics, LLC [CC Evaluatim Service,
06=12015 OWil/2015
07/00Y2016 Approved
category: smictuml Components
(314)851-7480 U-C.
SubC.1.0M: Trust Plot.
6.0rug"oll (205) 6"00
Compliance Mothod: Eyalcodon Report from a
Product Evaluation Entity
It"
QuallivrAstanamns
Contact Exaltation Date
A,,—,d for Use aegmzkliaLuu
In HvKZ 2idiftfil
Deal,
BENEW P.-
5 MT20HS
20 go. hip wrangfin truss cormodor plat. 12/3112015
Y. yes
NVA N/A
Search Criteria
Code version: 2014
Fl. M. 2197.5
Applicatiort Typoi ALL
Product Mistaflacturor, ALL
C-biew. ALL
Subcategory: ALL
Application Status: ALL
Cornallanc. Method: ALL
Quality Assumurwo grafty Contract Expired: ALL
Product Model. Number or Name: ALL
Product Description: ALL
Approved for use In HVHL- ALL
Approved for use, outside HVHZ-. ALL
bep..t Resistant ALL
Design Pammure: ALL
Data I—: ALL
Dole To: ALL
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
P.Plarl
Code
Engle or galk 20 Oat, Peralln,
Deb
im version monufacwm
cam Enaknow,411.1came validated By Valklotod Subonfigod FBC Abb—I
Aborwed
stfin
Affirtration 2014 Bom! Rooling / Monioruill
jemmw Thomas ICC 15"Itation SWAM, LLC Gary W. Walker o5r2w2VI5 05rIM15
0602*015
Approved
Category. Roofing
(802)M641811 (205) 854-0160
SubC.togney. Roofing Toes
B..IR..RgU$AQ..*
Compliance Method: Evaluation Report from a
Cb-1—
Product Evaluation Entity
MWKYAMmm ApprovedibrU, Abbroved for Use
ill=
Dookan
ago Product Moral. Number or Name
Product Description Contract Exaltation Data In HVHZ 0V1a1d,HvHZ
PAIdStWt
Pressure,
15 Sucrony 9W - C—by Store, Shake. State & Spin
Rid Profits - Late Wal. 12AIMIS No Yea
NVA
MA
Shake
liverch Crania
Code Version:
2014
FL
Applicitilcm Typo:
ALL
Product VArcut.0smar:
ALL
Category
ALL
Subcategory:
ALL
Appk.dcn Stbw-
ALL
Compliance Method:
ALL
CAmIltV Assurance Eadly Contract Expired:
ALL
Product Model. Number or Name:
ALL
Product Description:
ALL
Approved for use M HVHZ:
ALL
Approved for use, outside HVHL-
ALL
Impact Re.lotaft
ALL
Design P"um:
ALL
Dole I—:
ALL
Data To:
ALL
Florida Department of Business & Professional Regulation
Page I of I
Building Codes and Standards
M202015
Product Approval Application Detall
22111
Emorl or no go Date pending
Vortion Manufacturer
Contact ftakmr& License VIldWdlh Valklabod Submitted FBC Approval
Approved Russ
Revision 2014 Global Protection Products. LLC.
Tim Robinson Walter A. Twit Jr., P.E. John W KnmatOeh. PE 0412712015 0412412015 II5103/2DIS
DW312015 Approved
category: ans..
(954) 080-7545 PE-44167 (064)772-6224
subcategory. Fabric Storm Panel
11—bin—GlIppard-com
Compliance Method: Evoltuation Report from
Florida Registered Archftact or a Licensed Fludds
Professional Engirrew
Quality Assurance Awrov*d for Use Aboroved for Use
- - : lnlftw Outside HVHZ
ft—.t Doolon
Resistant P—N
1 GPP FABRIC SHUTTER -SERIES 2000
Coated Polyethylene Fabric Panels retained by tacks i2/3V20i5 NO Y.
Y- N/A
or direct mounted to provide hurricane protecticar.
code Version: 2014
PIL 0'. 15068.1
Application Type, ALL
Product Manufacturer: ALL
category ALL
Subcategory: ALL
Appilloodlon Status: ALL
Compliance Method: ALL
Quality Assurance Entity Caramel Expired: ALL
Product Model, Number or Name: ALL
Product Description: ALL
Approved for user In HVHZ-. ALL
Approved for — outside HVHZ: ALL
Impact Resistant ALL
Design Preetiourro: ALL
Data F— ALL
Dole To: ALL
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Cod. Version:
2014
FL ik
1999.2
Application Type.
ALL
Product VAnuketumr.
ALL
Category
ALL
subcategory:
ALL
Applicadion Shmar:
ALL
Compliance Method:
ALL
Quality A�mraca Enft Contract Expired:
ALL
Product Model. Number or Name;
ALL
Product 0 ... red :
ALL
Approved for use In HVHZ:
ALL
Approved for u** outside HVHM
ALL
Impact Resistant
ALL
Design Pressure:
ALL
Data From:
ALL
Dole To:
ALL
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detaill
Code Version:
2014
Fl. #.'
IH97.2
Application Type;
ALL
Product Manufacturer.
ALL
Category.
ALL
Subc, cry:
ALL
Appk.Um States:
ALL
Compil— Method:
ALL
Quality Assurance Enft Contract Expired:
ALL
Product IOWA Number or Memo:
ALL
Product Description:
ALL
Approved for use In HVHZ-.
ALL
Approved for — outside HVHZ:
ALL
Impact Resistant..
ALL
Design Pressure:
ALL
Dole I—:
ALL
Dn% To:
ALL
Cod. Version:
2014
APWM- TYW.
ALL
catagmy:
ALL
Application Status:
ALL
Quality Assurance Eaft Contract Expired:
ALL
Product Deecription:
ALL
App—d for — outsid. HVH7-
ALL
Design Pressure:
ALL
Data To:
ALL
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
P17r"W'"Ll I
P.PIw; I
7=4201
117FPM101151 I
Entlity or 21b 2d& Data Porefirm 211a
contact Eh,b—r A Liked— Vididded By, validated Submitted FBC A-roval Approved awn
Robed To" [CC Evaluation SWAM, LLC APA - The Engirmerad 08127/2015 05)00=15 0"712015 Approved
(641) 826-0200 Wood Association
lobortlarl"bo,com (253) 620-7467
99whaumm ARRMMAhLyn ARRMINLW.Uft isigisl Deal.
Product Dosallod, rawmiukwwwLao In HVH1Z 2WIWLU= RItnt P- — -
Lwnhamd Veoeor Lumber 01101/2035 No Yes NIA N/A
FIL 01.
1844A
Product L%nukcWmr.
ALL
subcatsewy:
ALL
Compliance Method:
ALL
Product Model, Number or Name:
ALL
Approved for uso, In HVHL-
ALL
limpock Realstanc
ALL
Dole F—:
ALL
PA Numbers PA1 .0-PA1.4.dwf
Tampa
Cn
-�ffi
>
2
(D
a-
=
0
0
-cz
Cn
0
0
LL
0
>
W
CD
w
-4�
0
0-
F
cn
CZ
m
CZ
-+—
U)
z
z
LU
mi
Cn
0
Cn
0
C-
U)
ICU
0
0-
<
C/)
0 Laaaa
n
V)
CT3
00
LU
SHEET NO.
PA 1.3.
I "'
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Search Critelli
Cod. Version:
2014
FL
16451
Application Type:
ALL
Product Menalacbs—
ALL
C tollory:
ALL
Subcategory:
ALL
A=Mhm Status:
ALL
Compliance Method:
ALL
Quality Assurance Entity Contract Expired:
ALL
Product Model, Number or Name:
ALL
PmOuct Description;
ALL
Approved for use In "VKZ-.
ALL
Approved for use outside HVHZ-.
ALL
Wnpact Raslabstic
ALL
Design P ure:
ALL
Date Froac
ALL
Be* To:
ALL
Search Crhd,
Code version:
2014
Fl. 0'.
163D.4
Application Type:
ALL
Product Manufactum
ALL
category:
AL
Subcatagorr.
ALL
Application Big.*
ALL
compliance Method:
ALL
Quality Assurance Entity, contract gxplmd:
ALL
Product Model, Number or Narmu
ALL
Productoescroll :
ALL
Approved for use In INK-.
ALL
Approv Iar—out.Id.HVNZ:
ALL
Impact Resistant:
ALL
Design =_
ALL
Dab From,
ALL
Data To:
ALL
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Search Criteria
CodaWralon:
2014
Fl. 0:
6527.2
Application Type;
ALL
Product Mamulactumr,
ALL
category:
AL
Sub"tegor1r.
ALL
Application Status:
ALL
compliance Method:
ALL
Quality Assurance entity Contract Expired:
AL
Product Model. Number or Name:
ALL
Product """'Ptil :
ALL
Approved for use 1. 14VHL-
ALL
Appd far — outaid. WAQ:
ALL
Impact Resistaft
ALL
Design P u.:
ALL
Data I—:
ALL
Det. To:
ALL
Page I of I
7=0 16
P� I or I
M20=15
Florida Department of Business & Professional Regulation
PIP 101
Building Codes and Standards
Product Approval Application Detail
am 21ft
Mill.
mm version
cont. Enalme, & License VIkkftd 01 submitted FBC AP —I
Approved 11111111101
Revel. 2014 Commercial Conaem Prcduclsk�
Robert GlIfis THUYH,HUYNH Flodda Engineering 07/03015 06/2412015 07114,2015
ding Pea App
Category: Structural Components
(813) BW3707 PE-W 22 Soludon% Inc.
Subcategory. Products Introduced as a Result of
precaralgatoonthoo... (352) 5a&-5311
Now Technology
compliance Method: Eveduatimi Report fircm a
Florida Registered Archncl or a Licensed Florida
Professional Engineer
Anti Product Model, Nuenber or Name
QuAW A-- Androv9d for Use Awroved The Uss
Product Doscridan contract Exaftation Base InH Outeld, HVHZ
lamect D16101
Resistant Pasture
I Quality Precast or Gcounardal Concrete Products
Proceed and Prestressed Concrete Untals 0512612024 No Yes
N/A WA
Selffoll Criteria
Cod. Vemlon�
2014
Fl. A.
1774
Application 7YP.
ALL
Product Manuflecoe—
ALL
category,
ALL
Subcategory.
ALL
Application Status:
ALL
Compliance Method:
ALL
Quality Assurance Entity Contract Expired:
ALL
Pmdmt Model. Number or Name;
ALL
Product Decliptl :
ALL
Approved $or uas In "VH7--
ALL
ApprovId for wes outside NVHZ.
ALL
Impact Resistant:
ALL
Deallin Press re:
ALL
Date From:
ALL
D. To:
ALL
Florida Department of Business & Professional Regulation
Pap I d 1
Building Codes and Standards
MAWS
Product Approval Application Detail
Itaft or 90 Mk Dote Pending
11M version Menulactu
contact Emdme, & LI VNddd Bv Wideled Submitted FBC A,—1
A-,,,d
Bum
Revision 2014 Weyerhaeuser
Jim Anderson ICC Evaluation SwAce. U.0 JamemA.Rodereen.P.E. 071064!016 0611202015
Validated
category: Structural Components
(263) 9244084 (401) 224-5613
Subcategory: Enliketered Lumber
P.-der—alig—lenhum
Compilan. Madnod: Evaluation Report from a
use"Curn
Product Evaluation Enthy
0,11WAssurnholt A,,—,d to, Use fivoproved to, Us,
Inalact
pestilent
Product Model. Number or Me..
Product Descriallon In HVHZ Outside HVHZ
Restated
Protestant
Til 110
Preftorbilled Wood 1-0.1 OMI/2017 No Yes
N/A
WA
Search criteria
Cod. version:
2014
Fl. 0:
iWo-I
Application Type:
ALL
Product VanobeW�
ALL
category:
ALL
Subcategory:
ALL
ApPlicadan gtfto:
ALL
Compliance Method!
AL.L
Quality Assman. Easily contrast Epired:
ALL
Product Model, Number or Name:
ALL
Product DescrIptlom
ALL
Approved for ows In WM7--
ALL
Approved far — could. HVHL-
ALL
impact Residanic
ALL
Design P—u.:
ALL
D.W I—:
ALL
DR% TO:
ALL
Florida Department of Business & Professional Regulation pap I oi 1
Building Codes and Standards 7AMMIS
Product Approval Application Detail
991111. Entity or 21k 20 Dow pomlima Do
mm version Manufacturer contest Erminter & License Validated By Validated Submitted Pea Aporo,ral Accuroved Am&
Revision 2014 Vftmehmeama� Jim Anderson ICC Evakation Service, LLC Jamem A. Rothman, P.E. 07toe/2015 0511=015 Validated
Calatiory: Structural Gompormms, (263) 9244084 (6011) 224-5613
SubCategaryt. Engineered Lumber J.,andemort2awitimmas
Compthimee Method: Evaluation Report born a usercom
PmdW Evalueadon Entity
Qualft Assurances A,,—,d for Use A-,-,d far it" knoact D"Im,
Am Ploduct Model. Number or Name Product Description - - In KVHZ Outside HVHZ Resistant Pn—,
a Tit 660 Prefabricated Wood 1401st 03/31P2017 No Yes WA WA
Cod. Vrelon:
2014
FLO.
1630.5
Application Type:
ALL
Product Matudectumn
ALL
category:
ALL
Subcategory:
ALL
Application Status:
ALL
Compliance Method:
ALL
Quality Assurance Entity contract Expired:
ALL
Product Madel. Number a, Name:
ALL
Product D"Cription:
ALL
Approved for use In hVHZ-.
ALL
Approved for use, outside, HVNZ:
ALL
Impact RashdeauL
ALL
Design P--:
ALL
Date I—:
ALL
Deft To:
ALL
Florida Department of Business & Professional Regulation Pap I of 1
Building Codes and Standards
Product Approval Application Detail
r.9ft Enft M no Date Permitted Rik
Do version Manufactmor c�tact Engineer & Licenme Validated ft Validated Submitted Pea Approval Awrovid
Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06MI5 0511212015 Validated
category, Structural Cwpwmft (253) 9244M (ON) 224-5513
Subcategory. Engineered Lumber jimanderson2gweyeduse
compliance Method: Evaluation Report from a usercam
Product Evaluation Emily
Qtutlltv Assurance, Approved for Use Aseneovedfarifte Impact theilaft
Sea Product Made[. Number or Name Product Deacrloficm - In HVH Outside Readable Pressure
3 Parallant PSL Pamlel Stand Lumber 0313112017 No Yes WA NVA
Sleuth crusda
Cod. version:
2014
FL V.
6527.3
Appksticm Type:
ALL
Product Menufachim
ALL
category:
ALL
Subcatoglortp.
ALL
Application States:
ALL
Canspliamw Method:
ALL
Quality Assummos entity Contract Expired:
ALL
Product Model. Number or Name:
ALL
Product Deacrileflon:
ALL
Approved for — 1. HVHL-
ALL
Approved for mw outside HVHZ:
ALL
Impact Remittent
ALL
D.19. Pmeemra:
ALL
Data I—:
ALL
Data To:
ALL
Florida Department of Business & Professional Regulation Pap I at
Building Codes and Standards 7fMM15
Product Approval Application Detail
Pal
lam cer
20 20
Date Pending pa
Version MwLftcwm
Contact Erminser & Licarlits
VmlkWW By Valklatsd Submitted
FBC Approval Approved status
Revision 2014 Powers St"I Inc
vdillarn Powers Steven W. Schaub
SAMUEL A. OW2042015 03/23f2015
03r3=015 0612&2015 Approved
category: structural components
(602) 437-11 5D PE4*5119
GREENBERG, PE,
Subcategory Products InlrodUced as a Result of
bill0powersateeLoom
(813)(145-01613
New Technology
compliance Method: Evaluation Report Irmn a
Florida Registered Anchiled or . Licensed Florld.
Professional Engineer
Q,IWA— Actoraved for Use A--rdl,,
it,, it,,, Basic.
Asa Product Model, Numberor Name
Product Dencriculan
In HVH outeldelty"Z
R, P.-
1 PSbft8LT, PSboxBLT(5-5/8)
Powates, Steel lintels am faid assembled Hotels
0112712016 No
Yea WA N/A
consisting of preformed at" lintels combined with
concrete rumoury units, grout and steel manloming
b
Bauch crilarla
Cod. version:
ZD14
Application Type;
ALL
category.
ALL
Application Statute:
ALL
Quality Assurance Every, Contract Expired:
ALL
Product Description:
ALL
Apienovod for saw outside HVHZ:
ALL
D-10 pmeawrac
ALL
Daft To:
ALL
FL #:
545D.1
Product M.-fiethe—
ALL
Subcategory:
ALL
Compil .. Method:
ALL
Product Model, Numb., or Name:
ALL
Approved far.. In HWZ.
ALL
Impact Resistant
ALL
Data From:
ALL
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pap I of I
7=015
22K
2da 291 Date Pandind
20
1M version Manufacturer
Contest
V.&IMad a, Validated Submitted Pea A,—[
A,,,,Id
Revision 2014 viayfthasoaesr�
Jim Anderson 100 Evaluation Service. LLC James A. Rothman, P.E 0710SM15 05/12/2016
Validated
catelow. struthud C..P-"
(253) 924-�
(508) 224-5513
Subcategory. Engineered Lumber
jamAnderson2tillweyernme
Compliance Method: Eyaluation ReW from a
~.Wm
Product Evaluation Entity
Approved for U" Approved for Un
impact D"Itan
1W Product Model. Number or Nwal
Product Descriodon
Contract Exabadon QMg In HVH Oulliki, HVHZ
Real P.M.
2 TA 210
Prefabricated Wood I -joist
03/W2017 No Yes
MIA WA
Search Criteria
Cod. Version: 2014
FL M.
1630.2
Applicifthet Typo: ALL
Pduct Menuelectuns,
ALL
celagoar. ALL
Subcategory:
ALL
Application Shatua: ALL
compliance Method:
ALL
Quality Assamen. Eaft contact E.Pid! ALL
Product Model, Numb., or Name:
ALL
Product Daeription; ALL
Approved for use In HVH7_
ALL
Approved for wes outside HVNZ: ALL
Impact Rulataft
ALL
Design Pressure: ALL
Date I—:
ALL
Dab To: ALL
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Sea.tucrilerk
Cod. Version:
2014
FL #:
163118
Applicallort Type:
ALL
ProductVanuflacturer.
ALL
category:
ALL
Subcategory:
ALL
Application Sukee:
ALL
Compli... Method:
ALL
Quality Asturance Entity C-retre-t E-Pired:
ALL
Productillodol, Numberorliture:
ALL
Product Dienulption:
ALL
Approved for use In WMZ,.
ALL
Approved for — oulsid. WAQ:
ALL
Impact Rembetaft'
ALL
D.Ign Prumun:
ALL
Data I—:
ALL
Date To:
ALL
Search crilarla
Cod. Version:
2014
Fl. 0.
6527.4
AppkW- Type.
ALL
Product Manufacturer:
ALL
caftgoq:
ALL
Subcategory:
ALL
Application Staft.:
ALL
commit .. Method:
ALL
Qualfty Assurance amity ContraCt Explmd:
ALL
product Model, Number or Name:
ALL
Product Description:
ALL
Approved Sor .. in HVHZ-.
ALL
Approved for use, outside KVKZ:
ALL
impact Reeinam,
ALL
Design P--:
ALL
Deft I—:
ALL
Data To:
ALL
Page I of I
7=015
Florida Department of Business & Professional Regulation Pop I oft
Building Codes and Standards 7�015
Product Approval Application Detail
92111 Eqft or 20 20 Data Pending 20
I= Tion sim"ka"" contact InIll", I LIM" Validated By Valk%tod submitted FBC A,—1 Approved 11111111al
Revision 2014 Powers Stool he. .191am powers Steven Schaub SAMUELA 03/2612015 03,23/200 03130=5 0WV2015 Approved
Categiorf. Structural Cornponerm; (002)437-1160 PIE-60500 GREENBERG, P.E,
SubCattgorF. Products Introduced as a Result of WhopowtvasteoLoom (813)645-0188
Now TeonnolOgy
Compliencs Medmd: Evaluation Report from a
Floricis R"Islened Architect or a Licensed Florlds
Professional Engineer
Ing
I Powersoxil Untals
stanch Crftrl,
Cod. version:
2014
Application Type:
ALL
cab.":
ALL
Ap~- Suraus:
ALL
Quality Assurance Entity Contrast Expired:
ALL
Product Description:
ALL
Approved for use oubeld. HVHZ:
ALL
Dealim P—u.:
ALL
Date To:
ALL
Product DescIlotion
Powers S" Untels ans, flaid assembled consisting
of preformed 6teel fintals combined with brick or
concrete masomy units. grout, and 0001 rainforcing
burs.
Fl. M.
11383.1
Product Mimulectunw,
ALL
Subcategory;
ALL
compliance, Method:
ALL
Product Model, Number or Name:
ALL
Approved for use In HVl4r.
ALL
Impact Resistant:
ALL
Data I—:
ALL
Qg,W,A,,— A -roved! W Use Approved W lormed Beat -
contract Bede I.H 0.1idd, KVHZ F—latent P.—re
01/2712015 No Y. WA N/A
Florida Department of Business & Professional RegulaWn
Building Codes and Standards
Product Approval Application Detail
page I of 1
M20*015
201
20 1111112 Data Pomfina 20
LM version Memufiaclum
contact
Submitted FSC Ammcval Acuroved sub,
Revision 2014 Viyermennear
Jim Andemon ICC Evaluation Service, LLC Jams A. Rothman, P.E. 0710&?2015 051122015 Validated
catehiceir Structured Components
(253) 924408-4
(608) 224-5513
Subcategory. Enginwed Lurniter
jImAndersom2lillwayemae
Complance Method: Evaluation Report Imm, a
~=m
Product Evaluation Entity
Qualltv Assurance Aimm"d by Use Approved for U, im" D"Jan
229.9 Product Model. Number or Naan.
Product DestrImice
Contract Expiration Date In Outside HVHZ Realistic Primaure
3 TJI 230
Prefabricated Wood Ijoisl
0313112017 No Yes NIA N/A
Search Crileds
Cod. Version: 2014
FL V.
1630.3
Application Type: ALL
Product Manufacturer:
ALL
Category: ALL
Subcategory:
ALL
Application, Statuen ALL
compliance Method:
ALL
Quality Asaurence Endly Contract Expired: ALL
Product Model, Number or hl�
ALL
Product Description: ALL
Approved for use In HVMZ-.
ALL
Approved W use outside HVHZ: ALL
Impact Raslaterat.
ALL
Design Pressure: ALL
Date F—
ALL
Beat To: ALL
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Search Crtheria
co" version:
2014
Fl. 4:
65271
Application Type:
ALL
Product Manufacture.
ALL
category:
ALL
Subcategory:
ALL
Application Sftt.:
ALL
Compliance Method:
ALL
Quality Assumince EnIfty Contract Expired:
ALL
Product Model, Number or Name:
ALL
Product D"cription;
ALL
Approved for — 1. NVKZ:
ALL
Approved for — outaid. HVK7-
ALL
Impact Resistant
ALL
C-19. pmeeture:
ALL
Data I—:
ALL
Data TO:
ALL
Paul I "i
7�1�
Florida Department of Business & Professional Regulation Pap I a 1
Building Codes and Standards M2012015
Product Approval Application Detail
rat Entity or 211 291 Datoleandino 20
mm version Manufacturer contact Emilmeer&LIcamm Widened By Validated &Ubmuw F13C Apara,ei A-,,,,d own
Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miaml-Dade, BCCO - CER MISMI-Dade BCC0 - VAL =18=15 =4(2015 031111=15 Approved
cathequay, S".Ww C..M-ft (813) 821-4641 (7") 31545W
Subcategory. Prod cis Irft*du0ad U a Result of cpnWoQcshcmW_
New Technology
compliance Madmd: Certificallon Mark or Listing
A-,,,d for Use k—.t Dinflon
Product Model, Number or Memo Product Deacrimbn contrast Expiration Da in HWVNZ Outside HVH Relikstan Pressure
I High Strength Concrete Lintele 4, 0, 8. and 12 Inch .169 Itntels Mi/2016 Yes Yes WA WA
Code Version:
2014
Ft. 4.
158A
Application Type:
ALL
Product Mamdectu—
ALL
category:
ALL
Subcategory:
ALL
Application Status:
ALL
Compliance Method:
ALL
Quality Assurance Easily Contrast Expired:
ALL
Product Model. Number or Nams:
ALL
Product Description:
ALL
Approved for use, In NVNZ:
ALL
Approved for was outside HVHZ:
ALL
knpact Resistant:
ALL
D-1g. Preasure:
ALL
Data Froac
ALL
Deft To:
ALL
PA Numbers PA1.0-PA1.4.dwf
Tampa
Cn
—Cu
>
0
0
0
Ito
-0
C:Y)-11--
0
(1)
U)
-L-
-0
0
Q
0
-0
-
-0
(3)
ICU
0
.0
4--l'
U_
t4_
0
ICU
>
—0
cn
E
(D
CO
"0
ICU
ca-
z
z
LU
mi
U)
0
M
0
C_
U)
ICU
0
<
C/)
0 -
ICU
co
W
z
SHEET NO.
PA
2S-1 I /�Cvtc