HomeMy WebLinkAbout6557 Silverado Ranch BlvdC
.fAu
a
t� UJ
IC`
�UU
ru
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
CS
COVER SHEET
1
1st FLOOR PLAN
2
2nd FLOOR PLAN
3
EXTERIOR ELEVATIONS - FRONT/REAR
ELEVATIONSRIOR SIDES
�4Wy ~
UZQ�6
5
1E t FLOOR
LOOR ELECTRICAL PLAN
2nd FLOOR ELECTRICAL PLAN
7
ROOF PLAN
8
FOUNDATION PLAN
9
ROOF FRAMING PLAN
10
UPPER ROOF FRAMING PLAN
L1
LINTEL DETAILS
SN
STRUCTURAL NOTES
SN1
DETAILS
S3
DETAILS
S4
DETAILS
S5
DETAILS
S6
DETAILS
ST
STAIR DETAILS
SS
RETROFIT DETAILS
D1
SECTIONS & DETAILS
D2
SECTIONS &DETAILS
WP
WATERPROOFING DETAILS
PA1.0
PRODUCT APPROVAL NUMBERS
PA1.1
PRODUCT APPROVAL NUMBERS
PA1.2
PRODUCT APPROVAL NUMBERS
PA1.3
PRODUCT APPROVAL NUMBERS
[Efl
® ®
1-7
i1F=-]
a
a o ❑
❑
--7
4 ��
u
F=7
ABBREVIATIONS
A.B. Anchor Bolt
Abv. Above
A/C Air -Conditioner
Adj. Adjustable
A.F.F. Above Finished Floor
A.H.U. Air Handler Unit
ALT. Alternate
B.C. Base Cabinet
B.F. Bifold Door
Bk Sh Book Shelf
Bm. Beam
BOT. Bottom
B.P. Bypass door
Brg. Bearing
Cir. Circle
Clg. Ceiling
Col. Column
Comp. A/C Compressor
C.T. Ceramic Tile
Dryer
Dec. Decorative
Ded. Dedicated Outlet
Dbl. Double
Dia. Diameter
Disp. Disposal
Dist. Distance
D.S. Drawer Stack
D.V. Dryer Vent
D.W. Dishwasher
Ea. Each
E.W. Each Way
Elec. Electrical
Elev. Elevation
Fir. Sys. Floor System
F.PI. Fireplace
Ft. Foot / Feet
Ftg. Footing
FX Fixed
Ga
Galv. Galvanized
G.C. General Contractor
G.F.I. Ground Fault Interrupter
G.T. Girder Truss
Hdr. Header
Hgt. Height
HB Hose Bibb
Int. Interior
KM/all Kneewall
M/
K.S. Knee Space
Laun. Laundry
Lay. Lavatory
L.F. Linear Ft.
L.T. Laundry Tub
Mas. Masonry
Max Maximum
M.C. Medicine Cabinet
Mfgr. Manufacturer
Micro. Microwave
Min Minimum
M.L. Microlam
Mir. Mirror
Mono Monolithic
N.T.S. Not to Scale
Opn'g. Opening
Opt. Optional
Pc. Piece
Ped. Pedestal
Rad.
Ref.
Req d.
Rm.
Rnd.
R/SH
SD.
S.F.
Sh.
SHT
S.L.
S.P.F.
SSouthern
S.Y.P..
Temp.
Thik n.
T.O.B.
T.O.M.
T.O.P.
Trans.
UC L
U.N.O.
VB
Vert.
V.L.
VTR
W
W/
W/C
W.A.
Wd
WP
Radius
Refrigerator
Required
Room
Round
Rod and Shelf
Smoke Detector
Square Ft.
Shelves
Sheet
Side Lights
Spruce Pine Fir
Square
Yellow Pine
Tempered
Thicken
Top of Block
Top of Masonry
Top of Plate
Transom Window
Typical
Under Cabinet Lighting
Unless Noted Otherwise
Vanity Base
Vertical
Ve lam
Venntt through Roof
Washer
With
Water Closet
Wedge Anchor
Wood
Water Proof
Ext. Exterior
P.L. Parallam
Exp. Expansion
PLF Pounds per linear foot
F.B.C. Florida Bldg. Code
Fin. Fir. Finished Floor
F.G. Fixed Glass
Fir. Floor
Fdn. Foundation
Pit. Ht. Plate Height
Pit Sh. Plant Shelf
PSF Pounds per square foot
P.T. Pressure Treated
Pwd. Powder Room
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
REVISIONS
MEAN ROOF 30 FT. HIGH TYPICAL
OR 2 STORY HOMES
08/28/09 13.18
BASE PLAN UPDATE
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
11 /17/09 13.19 ADD VINYL SIDING
CURRENT CODE IS VALID
12/01 /09 13.20
MODIFY "B" ELEVATION
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
09/07/ 10 13.21 REVISE SHOWER PAN DIM
Professionals clear information. Every attempt has been made to
04/07/11 1�.22
FIELD WALK CHANGES
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
08/ 19/ 11 1 .22 VALUE ENGINEERING REVIEW
undetected and not reported to the Designer / Engineer prior to
03/07/12 1 .22
BUILDING CODE UPDATE
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
- 04/30/15 1 %5.23 BASE PLAN UPDATE
considered for reimbursement by the Designer/Engineer without
06/01 /15 15.24
ADD STONE ELEV-G
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
08/11/15 15.25
2015 NEW CODE UPDATE
agreement.
10
(D
ZM
Z�
z
a
J
amim
Q)
U
+J W
U —
O W
Vi =
E-
o 0
.� C)
m
U
W
—8
WW f— �
mM
L W M
��OM
OON
U
5
Q Im
0
Ll
C
A 1
I
OW
N`BW
°°
�. fillCL
'
aLL
Z. 120
4 <
Z
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.
1
O
G
Z N
O a;
I M CD�M
ZX
Q L- LL Ln
CL tM
Q 00
Z E
uj
W
'd
W
z a.
��
p
0zo
rM i
�S
Z z
W
8 �n
z®
O
fn
N
fn
690
-0
Z
w
zgogii -
W
=
W
LU Q� ��r
0M
-0
w
>
CD
rn
O�LL
�oLU
Z
o
M C-)
j
..
F—
..
z
Z
0-
SCALE : AS NOTED
PLOT DATE: 12/7/2012
TECH: FGUZMAN
VERSION NO.
1525
JOB NO: 17-4135
SHEET NO.
C S
- I r I
[TAIR CALCUTIONS:
OT
OTAL RISE = 19-8 3/4"
11 )
8) RISERS AT 7 1/8"
0 0 1
" TREADS w/ 1" NOSING
GRASPABLE
RAILING
USP MP3 CLIP EA.
STRINGER TO BEAM/
FLOOR SYSTEM TYP.
011 1
2x8'S AT 12"
ZZ z O,C. AT
.100 LANDING
lxRISERS
(TYP.)
x8 CAP
C ASING
(3) 2x12
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.
liz!
FRAMED
-WALL
42" KNEE WALL WITH 42"KNEEWALLWITH
1x8 CAP & CASING (AT 1x8 CAP & CASING (AT
2nd. FLOOR ONLY) /_2nd. FLOOR ONLY)
3/4"PLYWOOD
DECKING
USP IP3 CLIP EA.
-FLOOR SYSTEM STRINGER TO BEAM/ I PFLOOR
S
�Y_
FLOOR SYSTEM TYP. L : �TE M
2x8 LAND14NG '12
2x1
S ST li�
TRINGERS
UPPER STAIR SECTION
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
Nosings.
The radius of the nosing shall be no greater that X6". Solid riser nosings shall
not be less than %" 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
Y2"
Handrails.
Handrails shall be provided on at least one side of each continuous run of
treads or flight with four or more risers. Handrail height, measured vertically
from the sloped plane adjoining the tread nosing, or finish surface of ramp
slope, shall be not less than 34" and not more than 38". Handrails adjacent to a
wall shall have a space of not less than 1 Y2"between the wall and the handrails.
Grip -size.
Handrails with a circular cross section shall have an outside diameter of at
least 1 1/4" and not greater than 2" or provide equivalent graspavility in
compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3.
Guards.
Guards shall be located along open -sided walking surfaces, including stairs,
ramps and landings, that are located more than NY'and shall be not less than
36". Required guards shall not have openings from the walking surface to the
required guard height which allow passage of a sphere 4" in diameter.
Winders.
Winder treads shall have a minimum tread depth of 6" at the narrow end and
shall have a minimum tread depth of 10" at the intersections with the walkine
( 12"from the nammwsde).
R302.7 Under -Stair Protection.
Enclosed accessible space under a stairway shall be protected with Y2" gyp. bd.
TYP. STAIR SECTION
SCALE: 1/4" = V-0"
MIRROR
MASTER BATHROOM
BATHROOM 2
TOWEL
I
IFE-0107
!Mn!
r
1 164,
11 PAV I
BATHROOM 3
Ask
& OP�. HB
Lu
B:RKFST
9'
4" FLAT CLG.
TILE
LINE OF 2ND FLR.
FLOOR GIRDER
=1C,1
16-8-
j, 2-4- 6'-3-
a
Fo
t
d, 1
UJ 0
0 0
z
7�
y
El
< M:
z
L L
(D
In
2t3'
I
rITCHEN
I
V-4" FLAT CLG.
TILE
,&Ib
L?
3�
U) REF.
0
z
---- ---------------- :3 11 --------------------
---------------- ---------------------
DOOR LOCATION
LANAI FOR OPTIONAL
SCREENED LANAI
00 9'-4" FLAT CLG. A.F.F.
;o
X-4" -U') 22-4-
I Fg:==
---------- ap-
UJ
rL=
CD
SERVI�G COUNTEF
@ 42" Vyl 34 1/2"
KNEEWALL BELOW
-0.
LS" 1.
-15" T-13"
5 SH. HDR @ 96"
120W68BIF 4'-O"FLAT
"NO UPL FT CLG .
CLG.
4--1 04- 5'-11"
(0
3: DINING
LO 9'4' FLAT CLG. -- - - - - -
CARPET 5 SH.
rGG
�3
- - - - - - CD
10
00
9
L? 4
TYP. @ I E
< T
2STORY Oil
(3) 2x4 #2 SPF
STUDS wt (3) 16d CN
TOENAILS @ BASE
LIVIINJU rNUUIVI Up / �5
9'-4" FU,T CLG. i
kR1
�ET
\, �ud
3'-6-
ED
UJ
OP
&D
FOYER
34
D
00�:
UltN 10 ABV
TILE
3068 w/ I
(2) 25 SH
TRANSOM
EE ELEV.
OP
12'-0"
&D
1 Lo 4'-8
AV-
01
- - - - - - - - - -
r30_�
A
r3-4-),
\,D1 �)
_T_
7D1
WOOD BEAM SEE DETAIL FOR MORE
INFO. TOP OF BEAM 12*-8"VERIFY W/
ELEV.
FAMILY
9'4" FLAT CLG.
CARPET
(2) 2x4 #2 SPF
STUDS W/ (3) 16d GG (ED
TOENAILS @ S3 S3
BASE
13'-10"
�J
9'-4 LAT CLG.
�ILE
BEDROOM 5
W (3) 2� 9'-4" FLAT CLG.
U 9 CARPET
2x4 #1 SYP
SIUDSTOP&
T
SHOWER LBOTTOM
7'-0" AFF -M 6068 BF
r1l
EDGE OF SLAB 2-2/11
BEYOND WALL
-4- 10'-61-
BUILDER TO PROVIDE
APPLIANCE PROTECTION
WHEN REQUIRED PER FBC
D
S
:3� 3 CAR GARAGE
8'-0" FLAT CLG. A.F.F.
1'-4"Xl '4' "L"
SHAPE CMU
COLUMN
TYP. @
2 STORY
LO
clj(�)
04
Lu
0
1--
8'-0"
T.O.M.
C PAD
`-NOTE: FINISHED WALLS
TO BE FLUSH. FIELD
VERIFY.
x '-A IC
ACCESS _-
- _J
d
-------------------
----------------
A
d
00 I�
TYP. @
K-K
K
SINGLE
S4
STORY
TYP @
Typ
TYP. @
GARAGE
V
GARAGE
HB
16 X 7 OVERHEAD DOOR
8X
8 X 7 OVERHEAD DOOR
7-0" L V-0. LV-4"
;0
4)
REVISION NOTES 12/17/2009:
1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS
ARE TO BE FRAMED DOWN TO 8'-O"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) - 2X1 2 #2 SYP W/ 1/2'
FLITCH PLATE
(2) - 13/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 13/4" X 9 1/4'
LVL 2.OE Fb=2950
<e>(2)
- 13/4" X 16"
LVL 2.OE Fb=2950
(2) - 13/4' X 7 1/4'
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for
R.A.G. FLITCH PLATE Bearing Wall Call Out When
Straps are Required
VERIFY W1 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
+ 23.10 / -25.2
+23.0 / -28.9
J ;SjEE
S N SHEET Kl� SEE SN SHEET
140MPH
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
18JX25i
S.H.
13
20 X 38 J
18 JX 37 J
S.H.
14
20X50J
18JX50
S.H.
15
20 X 63
18 JX 62 J
S.H.
16
20 X 72
18JX 71 J
S.H.
J32
27 1/4 X 26
26 X 25 J
S.H.
J 33
27 1/4 X 38 J
N/A
S.H.
J 34
27 J X 50 J
N/A
S.H.
J33
N/A
26 x 37 1
S.H.
J 34
N/A
26 x 50
S.H.
J35
27JX63
26 X 62 112
S.H.
J 36
27 J X 72
26 X 71 1/2
S.H.
22
37JX26
36 J X 25 1/2
S.H.
23
37 J X 38 J
36 J X 37 3/4
S.H.
24
37 J X 50 1
36 J X 50
S.H.
25
37 J X 63
36 J X 62 1/2
S.H.
26
37 J X 72
36 JX 71 1/2
S.H.
DOUBLE2
WIDE
75"TALL
73JWIDE
S.H.
32
54 X 26
52 JX 25 J
S.H.
33
54 X 38 J
52 J X 37 J
S.H.
34
54 X 50 J
52 J X 50
S.H.
35
54 X 63
52 JX 62 J
S.H.
36
54 X 72
52JX71 J
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
General notes
R302.5 Dwelling/Garage Opening/Penetration Protectim.
a Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Door between
garage and residence shall be equipped with solid doors not
less than 13/8" in thickness, solid or honeycomb -core steel
doors not less than 13/8" thick, or 20-minute fire -rated doors,
equipped with self -closing device.
• Duct Penetration. Ducts in the garage and ducts penetrating
the walls or ceilings separating the dwelling from the garage
shall be constructed of a minimum No. 26 gage (0.48 mm)
sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
duct board, or other approved material and shall have no
openings into the garage.
• Other penetrations shall be protected as required by section
R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separadon.
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 Swilming Pools, Section R4501.17.1.9
All doors and windows providing direct access from the home to
the pool shall be equipped with an exit alarm complying with UL
2017 that has a minimum sound pressure rating of 85 db a at 10
feet. Any deactivation switch shall be located at least 54 inches
above the threshold of the access. Separate alarms are not
required for each door or window if sensors wired to a central
alarm sound when contact is broken at any opening.
M1 507.2 Recirculadon 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 spaoe or
other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
see Sht. SN11 for installation detail.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
WALLLEGEND
1�=! MASONRY HGT. @ 9'-4" A.F.F.
MASONRY HGT. @ 8'-0" A.F.F.
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR
BEARING ONLY'ARE FLOOR SYSTEM
SUPPORTING ONLY AND REQUIRES NO
UPLIFT CONNECTORS TO FLOOR SYSTEM
AREA TABULATION
IIST FLOOR 1512 S.F.
2ND FLOOR 1615 S.F.
TOTAL 3127 S.F.
GARAGE 611 S.F.
LANAI 181 S.F.
ENTRY 38 S.F.
TOTAL SQ. FT. 3957 S.F.
INSULATION REQ.
LOCATION R-VALUE / TYPE
EXT CONC WALL R-4.1 HIGH PERM
EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED
EXT FRAME 2 x 6 R-1 9 KRAFT FACED
CONDITIONED CEILING R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION R-11/R-13 KRAFT FACED
(GARAGE / LIVING)
G.C. TO COORDINATE PLUMBING TO AVOID
CONFLICT WITH STRUCTURAL WD. COL.
1 ST FLOOR PLAN A B
SCALE: W=V-0"
0 too
-8
z(09
z
E3
z
V) (D
Q)
U-:)
+_J LU
0 LU
Lh 0:f
E
(A
C)
C14
LU
E
X"D M
12
LL
0) .2 rz.
0
<
_!
0
A
ED.
N C B,D,C
'0
cc)
iJi.
LLJ
gr -iii z
OL -
AT
LL
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
Z r-4
0(l) N
14
V) :3 to
z
M Ln
W to
< L_ LL
z
C�)
z
z M
Lu C)
W
_J CD
z
LU
z
2 am
UJ
(n 08
z
or-
z 8
X z P z
z
_J
P ur)
48 '.08
N
fy)
Ln
C**4
Ln
0
015
�0_
0
z
-0
Z
41.
or-9,
12
Z
LU
uhn 55�
F_;
0 z
V,_
r44 0
oz�
0
M
0
F-
z
CD
_J
M
.. LL
LU
>
Z .6-0
:5 cn
z
0- 41-
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FGUZMAN
VERSION NO.
1525
JOB NO: 17-4135
SHEET NO.
NOTES: 2ND FLOOR
ALL EXTERIOR SECOND FLOOR FRAME WALLS ACT AS
SHEARWALLS. SEE DETAILS SHEETS FOR NAILING SCHEDULE.
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20X26
18JX25j
S.H.
13
20 X 38 j
18JX 37 j
S.H.
14
20X501
18JX50
S.H.
15
20 X 63
18 j X 62 j
S.H.
16
20 X 72
18 j X 71 j
S.H.
J32
27 1/4 X 26
26X25J
S.H.
J33
27 114 X 38 j
N/A
S.H.
j 34
27 j X 50 1
N/A
S.H.
J33
N/A
26 x 37
S.H.
j 34
N/A
26 x 50
S.H.
J35
27 JX 63
26 X 62 1/2
S.H.
J36
27 j X 72
26 X 71 1/2
S.H.
22
37JX26
36 j X 25 1/2
S.H.
23
37JX38j
36 JX 37 3/4
S.H.
24
37 JX 50 1
36JX50
S.H.
25
37 j X 63
36 JX 62 1/2
S.H.
26
37 j X 72
36 j X 71 1/2
S.H.
DOUBLE2
WIDE
75"TALL
73JWIDE
S.H.
32
54 X 26
52JX25j
S.H.
33
54 X 38 j
52 JX 37 j
S.H.
34
54 X 50
52 j X 50
S.H.
35
54X63
52JX62j
S.H..
36
54 X 72
52 JX 71 j
S.H.
39X59
40 X 59
NIA
S.H.
DOUBLE 39X59
79 X 59 t
N/A
S.H.
140C
EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE_
HEIGHT
STUD
SPECIES
SPACING
SPF #2
8'-0"
2x4
SYP #2
16" O.C.
SPF #2
91-01,
2x4
Syp #2
16" O.C.
SPF #2
A.-Ofl
2x6
SYP #2
16" O.C.
* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT
CORNERS
- WALL SHEATHING 15/37 EXPOSURE 1 OR EQUIVALENT
SEE C/S6 WALL SCHEDULE
USP LSTA12 TO TIE -
ANGLED CORNER
TOGETHER TOP OF
WALL
REVISION NOTES 12/17/2009:
1 . ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS
ARE TO BE FRAMED DOWN TO V-101"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 W1 1/2"
FLITCH PLATE
<@>(2)
- 2X10 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X12 #2 SYP W/ 1/2"
FLITCH PLATE
<e>(2)
- 13/4' X 11 1/4 LVL
2.OE Fb=2950
<e>(2)
- 13/4' X 9 1/4"
LVL 2.OE Fb=2950
<e>(2)
- 13/4' X 16'
LVL 2.OE Fb=2950
<e>(2)
- 13/4" X 7 1/4-
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for
R.A.G. 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
rm`�
+25.6 / -34.3
+24.5 -26.7
+24.5 / -31.9
+23.0 -25.2
+23.0 / -28.9
SN SHEET SEE SN SHEET
iSEE
= H
NOTE: WIND SPEED INDICATED ABOVE
IS AN "ULTIMATE" WIND SPEED. THE
WIND PRESSURES LISTED ABOVE ARE
ALLOWABLE PRESSURES
2x WALL STUD
ATTACH SHEATHING
PER C/S6
SEE DETAIL ON PLANJ RIPPED 2x ON BEVEL
1/D2 FOR STAPPING NALED TO 2x4 w/ (2)
@ BASE OF WALL 10d @ 12" O.C.
MITERED WALL SECTION
SCALE: N.T.S. (TYP. @ MITERED CORNERS)
2ND FLOOR PLAN
SCALE: Y4"=V-0"
R302.5 Dwelling/Garage Opening/Penetration Protection.
• Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Door between
garage and residence shall be equipped with solid doors not
less than 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 -dosing device.
• Duct Penetration. Ducts in the garage and ducts penetrating
the walls or ceilings separating the dwelling from the garage
shall be constructed of a minimum No. 26 gage (0.48 mm)
sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
duct board, or other approved material and shall have no
openings into the garage.
• Other penetrations shall be protected as required by section
R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated from the dwelling as per the
following:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills.
In dwelling units, where the opening of an operable window is
located more than 72 inches above the finished grade or surface
below, the lowest part of the clear opening of the window shall be
a minimum of 24 inches above the finished floor of the room in
which the window is located.Operable sections of windows shall
not permit openings that allow a 4-inch-diameter sphere where
such openings are located within 24 Inches of the finished floor.
Chapter 45 Private Swiming Pools, Section R4501.17.1.9
All doors and windows providing direct access from the home to
the pool shall be equipped with an exit alarm complying with UL
2017 that has a minimum sound pressure rating of 85 db a at 10
feet. Any deactivation switch shall be located at least 54 inches
above the threshold of the access. Separate alarms are not
required for each door or window if sensors wired to a central
alarm sound when contact is broken at any opening.
IM1507.2 Recirculation of Air.
Exhaust air form Bathrooms and toilet rooms shall not be
recirculated Within a residence or to another dwelling unit and shall
be exhausted directly to the outdoors. Exhaust air from bathrooms
and toilet rooms shall not discharge into an attic, crawl space or
other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
see Sht. SN1 for installation detail.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
WALLLEGEND
I I I I I FM MASONRY HGT. @ 9'-4" A.F.F.
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR
BEARING ONLY" ARE FLOOR SYSTEM
SUPPORTING ONLY AND REQUIRES NO
UPLIFT CONNECTORS TO FLOOR SYSTEM
AREA TABULATION
1ST FLOOR
2ND FLOOR
1512 S.F.
1615 S.F.
TOTAL
3127 S.F.
GARAGE
611 S.F.
LANAI
181 S.F.
ENTRY
38 S.F.
ITOTAL SQ. FT.
3957 S.F.
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1 /R- 13 KRAFT FACED
EXT FRAME 2 x 6
R-1 9 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
R-1 1/R-13 KRAFT FACED
(GARAGE / LIVING)
to
0 LO
z
INN%
CL
(nul
Cz
Z
(0
Q) C-1:)
(D(o
4--J LU
U
LU
0
Lh
E
C)
.20
r-
N
0 V)
LU
E
cm M
C cc CO)
La -0 M
0 04
LL
8 3
0
<
C n 'd
LO
-0!
A I
dD.
N C-H 1)-c�
I
V*1
//r
LL
Z5
LL
M 141
9,
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and sea].
0
C)
f
z
0
N-4 4-J
4-P
(n M Ln
V) ON
W - Ln
C LL
z
CL 00
z E %0
z
Lu
W
0 z
uj
z
2
00
zz��
!E
z
0 LU
C:)
U
OZO
z
Uj
Ce
Ln
r*4
11714
Ln
�0-
0
<
z g Cal
in 0
t-u- M
Z
Rsz-li -
(:Y- - z
z
LU
CL
LU 0 0M 0
W rz § 05
j5 UJ 4 6
_j
? j F0
r
0
0 z
zo
Ce
V-1
r4 0
C)
LU
CD
rt) LL
u-
z.
U.j
.
.. -a
z
>
0
5 a
C14
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FGUZMAN
VERSION NO.
1525
JOB NO: 17-4135
SHEET NO.
2
T
co
FIBERGLASS SHINGLE OR
CONCRETE TILE PER
COMMUNITY SPEC (SEE
STRUCT.)
35 SH
4' OFF -RIDGE VENT-�--J--r-�-4OFF-RIDGE VENT
- - - - - - - - - - - - - - - - -
1—
z
0
J
O
H
z
O
U
12
>I- 15.9
11 N
13.0 R1-
- - -- F.FL.
------- T.O.M.
HDR. Ar
--------------
-- ---
0
n
TEXTURED
FINISH
F.FL.
FIBERGLASS SHINGLE OR
CONCRETE TILE PER
COMMUNITY SPEC (SEE
STRUCT.)
12
15.9
REAR ELEVATION - B
SCALE: 1/4" = V-0"
T.O.P. = - T -- -- -- ------------------ T.O.P.
�— ----
Ar
HDR. HDR.
-------------
---- 12
TEXTURED 5.01
FINISH
T.O.P.
Q @ ENTRY
9 - - - - q 60
EE
TRNSM 12
- F.FL_---------------------- 5.0
-----------25SH---------- 35SH------- -- 25S�-----------F.FL. _�
T.O.M. 'D _ T.O.M.
----------------------- - --- - -- - - - - - - - - - - - - - - - ------
�— WEEP SCREED HEEL
HDR. 6 '-0"
----- ----- - - @GAR.
- ------------------ ---------------------
3 x 4 i ?
ILME
25 SA 25 SA 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR
ALL TRIM LINESJ
ARESCORED
FRONT ELEVATION - B
KEYSTONE DETAIL
SCALE: 1/2" = V-0"
0 T
T
Z $
Z
Z
Q
J
I� Z
NV
Q)
V
W
U —
O c
s
Vi F-
U
o
M
D M
E
-8
ale LU
C1 M
M
oco
C)
$�
C Y
tw7
Q °rn
o
A '
B D.
N C H D C
i
0
Ilse
\j
q �
�r %� o �.. • •'k
� oeee
To the best of the Engineer's 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.
O
O
Z N
n
0 vCD
V) M O
M
Q 'gyp LA
a vl•��'
QLn
a�M�
Q �
�
Z
W
J �
d'
z
W
zlz a
�H NoO
�0 Z<
zz 8t�
� ~Z
W
O
Q
W
8 Mg
F-j Z®
co
Ln
N
L1')
p
..
U-
1
�1 m
Q
o o Ce
0�Z�P
'v
z
1
w
Z g 8 rL Z
W w 0 O
UJ
W
J
p
~ UJ
F
g
~
5Z f
~
z
O
M W
>
..
8
.. J
z W
z
SCALE : AS NOTED
PLOT DATE: 12/7/2012
TECH: FGUZMAN
VERSION NO.
1525
JOB NO: 17-4135
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
ROOF SLOPE REQUIREMENTS WITH TRUSS
12 MANUFACTURER.
15.9 "ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
8'RIDGE VENT THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
FIBERGLASS SHINGLE OR LOCATION PURPOSES.
CONCRETE TILE PER
COMMUNITY SPEC (SEE Exterior Covering
STRUCT.) R703.6 E)derlor plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
T.O.P. R703.6.1 Leth.
- - - - - - - All Lath and lath attachments shall be of corrosion -resistant
HDR, materials. Attached per ASTM C 1063.
R703.6.2 Plaster.
Plastering w/ portland cement plaster shall be not less than three
12 coats when applied over metal lath or wire lath and shall be not
z z In L5.O less than two coats when applied over masonry, concrete.
0 0
7
-1 9 60 R703.6.3 Water-Resisitive Barriers.
OP 1 H3 SH' 0 F-
0 Water-resisitive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
F-
z z
0 0 a water -resistive vapor -permeable barrier. The individual layers
12 shall be installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
- - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - the water -resistive barrier is directed between the layers. The
12 barriers shall consist of one of the following.
- - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - J50 T.O.M. 1. Two layers of an approved water resistant barrier material in
- - - - - - - - - -
WEEP SCREED accordance with R703.2.
HEEL 2. One layer of an approved water -resistive barrier (paperbacked
T.O.M. Eq stucco lath) over an approved synthetic house wrap.
_6GAR. R703.8 Flastilling.
Approved corrosion -resistant flashing shall be applied
shingle -fashion in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components, Flashing shall be installed at the following locations.
C) 0 Exterior window/door openings.
00 0 Intersection of chimneys or other masonry contructions with
TEXTURED FINISH F, frame walls.
1' 8" op 0 Under and at the ends of masonry, wood or metal copings
and sills.
0 Continuously above all projecting wood trim.
0 Where exterior porches, decks or stairs attach to a wall or
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F.FL�._ floor assembly of wood -frame construction.
0 At wall and roof intersections
35 SH 0 At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 5th Edition
(2014) Residential R806.
LEFT ELEVATION B The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
SCALE: 1/4" V-0" but no more than 50% of the required ventilation is provided in the upper portion of
the space to be vemilated.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 comice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN"
(Values to be verified with Manufacturer Specifications)
* RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT.
* OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
* SOFFIT VENTS 7 SO. IN, OF NET FREE AREA / SQ. FT.
FIBERGLASS SHINGLE OR e allAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT.
CONCRETE TILE PER (Sq. Ft Soffit Needed) x 7 = (Sq. In, Needed) / 72 = Amount of OrHagin Vents Needed
e LOMANCO DECK -AIR (Shingle Rool) - 9 80. IN. OF NET FREE AREA / FT.
COMMUNITY SPEC (SEE Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft. of Do& -Air Needed)
STRUCT.) a OWAGIN (rile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT
12 Formula: (Sq. Ft. Soffit Needed) x 7 (Sq. In. Needed) 86.25 Amount of OHogin Vents Needed
8'RIDGE VENT 5.9
4'OFF-RIDGE VENT
T.O.P - - - - - - - - - -
HDR.
z z
0 0
00 _J 23 SH 9
0 F, 0
E z z
0 0
F.FL. 12 15.0 0 0 12 �3.0
— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- hk - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
T.O.M -- - - - - - - -
HEEL WEEP SCREED
cSF. T.O.M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
@ GAR.
Z
9
60 TEXTURED FINISH
F_
2-0-
10 Ll
F.FL - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
25SH 25 SH
RIGHT ELEVATION B_
SCALE: 1/4" = V-0"
W)
Z
—8
a_
V) (D
Z
(1)
C—f 3
4—) LLJ
0 LU
E
0
V) I.—
LU
E
8
M
,MR
0 '10 C,
u g
:5 LL
'22,
Al
a We
?4,C,B D,C
IV
cc
1&.,,C'4
0
x.
12
—.4
Ur.
00
u
—4 z
LL OR
UJ
Fs�
.0S
To the best of the Engineer' s e a 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.
z
0
1-01 46J
15
M Z5
M Ln
in 0 N
a) — Ln
L_ U_
CL
z
M
CL 00
z E
z M
F-
WU.J
_J 0
0
Eow
tz- 00
z
8
4ffii7zz
W-
CL to
81 4p:g 8
�; C4
0
oe OZO
Ln
r*4
r4
Cl)
Ln
w
U)
Z. 9
0
<
<
.M�
V; . fi?
-0 Z W
Z
z py LIU: !a
MT
z
LJLJ
CL
UJ j3 0
=
_J
U)
z
V)
0
r-4 P:
Rxz�
1,g
a
fy) >
U_
z
LU
..
0
.. III
z _J
z
2-11
_J
05- W
I
SCALE : AS NOTED
PLOT DATE 12/7/2012
TECH: FGUZMAN
VERSION NO.
1525
JOB NO: 17-4135
SHEET NO.
4
ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
200A INDOOR PANEL
)pper to lights& otfilets
)pper to 20 amp ckts
ooppe"o WH
coppe, to Dryer
: Alu
POWER CO. FEED -1
INTERSYSTE M
4 Bare Cu Ground
�#4
I
BONDNG r=
GROUNDING WIRE
TERMINATION PER
WITH CODE APPROVED
NEC 08, 250.94 CLAMP PER 250.50 AND
-------------------------------------------------
250.52 OF THE 2011 NEC.
GENERAL ELECTRICAL NOTES:
Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes:
unless otherwise noted,
PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO.
1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general)
kitchen 44" AFF
bathroom 39" AFF
laundry room 36"AFF
exterior waterproof 12"AFF
garage general purpose 42" AFF
range 2" AFF
2. All trim plates & devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the
national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the
installation & sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the
branch circuits in all dwelling units per NFPA 70 and the 2011 NEC.
7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling
units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate
standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and
vapor detector sensor, according to the installation.
9. R315.1.2 CombinalJorl 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 comer counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
6
$3 THREE-WAY SWITCH
FOUR-WAY SWITCH
EYEBALL CENTER
?4
ON WINDOW
$R RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
BRKFST
WALL MOUNTED LIGHT FIXTURE
FI I
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN
DEDICATED
RECEPTACLE
GF1 I
I
SWITCH FOR DISPOSAL
FOR MICROWAVE — GFI
TRACK LIGHT
RANGE HOOD —
PER SPECS
FLOURESCENT LIGHT FIXTURE
I PENDANT AS PER
I A SPECS
FO I
21.,
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
U_ U-
11 Xt I IGFI
ELECTRIC DOOR OPERATOR (OPTIONAL)
CHIMES (OPTIONAL)
to
GFI —JI UND E_R COUNTER
PUSHBUTTON SWITCH (OPTIONAL)
aD
TF GFI I IGFI
IGFI
AV
SMOKE DETECTOR
KIT
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
FTV]
TELEVISION (OPTIONAL)
N2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
t
THERMOSTAT
119
ELECTRIC METER
NMI
ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
ROUGH -IN FOR OPT. CEILING FAN
OPTIONAL LIGHTING
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
SCALE: Y4"=V-0"
</
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
--------------------- ----------------
0
LANAI
co EYEBALL CENTER
>
ON WINDOW
I F= =====4
BRKFST
ER
FST
GFI I WP
co
Fl
I I 7777� I I I I I 1177777
AL 3
DEDICATED GFI 1 3 3 (b
TSWITCH F!OPDISPOSAL
RECEPTACLE �U. 4'.2" 11 V-10" 01
FOR MICROWAVE GFI
RANGE HOOD
PER SPECS
rFl
PENDANT AS PER
SPECS
El 0 j�, q
El I iGFI FAMILY
t;0
=Oj />
t I L_ e ROUGH -IN
FOR OPT.
GFI I I ,—UNDER COUNTERI FAN/LIGHT
qPGFI I IGFI \01>
KIT
L 100,
"o,
MAINTAIN 36"MINI
DIST. FROM 'loll
BATHROOM
rrlr — — — — — — — —
Q
7 T.,
J/
S
I-ol
Z
DINING ROUGH -IN
FOR OPT.
FAN/LIGHT
L
CENTER OF loo,
'N F
�TN PENDANT - — — — — — >
AS PER CENTER OF
WINDOW
SPECS CH B
\01
4'-10" 1 — — — — —
BEDROOM 6
-TO SWITCH
UPSTAIRS
LIVING ROOM
DISC. WP
71 __ :B:1 GFI
y
FOYER T\
U_
0 _j
LLI 2 Z LLJ
I`_ g Z
Z Z <
W a.
Q _j
0
qP
WP GARAGE LIGHT AS GARAGE LIGHT AS > LU
GFI PER SPECS PER SPECS
9 1_� 19
0 0—
ENTRY LIGHT DB 4
AS PER I ;
SPECS GARAGE DOOR GARAGE DOOR
GFI 3 CAR GARAGE1 GFI
H r - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — —
IRRIGATION GFI
@ 44- A. F.F..
GFI�
@ 44'�\
A.F.F.
COACH LIGHTS OR
PREWI RE AS PER
SPECS
1st FLOOR ELECTRICAL PLAN
SCALE: Y4"=1'-0"
Z
0
0
IX Er
W lit
�-
W
M
U_
E 7:
uj
>
ELECTRICAL SPECIFICATION NOTES:
ELECTRICAL CONTRACTOR MUST VERIFY
WITH THE SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT FIXTURES
SHOWN ARE FOR LOCATION PURPOSES.
0 Log
Z C,
— a
Z
U-1
0
U
0 LU
E
u
LU
E
SO M CM)
mvm
*9 C4
LL
<
0
.A 1.
RD
N,C,B,D,C
CN
#A
Z13 v) 0)
in
(j) e4
ca
. LL
LLJ
CL
< r,
Z 0 co
10 4
0
a (4 32 E 65
cc
Z
LLW
Ca
ca
0
10
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 5th Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
0
Z
0
0-4 4-J
15
(A
4-r Celli
M Ln
tn 0
( V In
Z
M
CL 00
Z E
WLU
Z
CD
_j C)
AZ
tu 5j
Z X tL
00
oft Z<0
Z Z Z
Z
NO CL, LLI
_j
84
Fn'0-
Z
Ln
r4
N
Ln
uj f
1 0-
Z
!�
6 9
0
Z
Z
0 IT 6- i
Z
LU
uj 0M
<
F-
_j
_j
<
Z!k
N u
hwu
r4
X
10
0
C)
M
�iuj
CD
Z
LU
>
. a
0
Z LLI
_j
:05-
Z
"
I _j
Lu
SCALE : AS NOTED
PLOT DATE 12/7/2012
TECH: FGUZMAN
VERSION NO.
1525
JOB NO: 17-4135
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.
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. Electdcal 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 typle 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 Protecdon: 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. R315.12 Combinadon 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 comer counters.
I ELECTRICAL KEY I
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
pq��
__W. WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
�G . F.I.
HALF -SWITCHED DUPLEX OUTLET
200A INDOOR PANEL
CENTER
NEMA 1
200 AMP
METER
MAIN T
0
200 amp
150 amp
b-sconnect I
POWER CO. FEED ----Tr 'I;T
INTERSYSTEM
BONDING
TERMINATION PER r]
NEC 08, 250.94 —F
copper to lights & outlets
copper to 20 amp cift
.2 copper to WH
.3 copper to Dryer
or 4/0 SER AJu
4 Bare Cu Ground
CLAMP PER 250.50 AND
250.52 OF THE 2011 NEC.
Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. I
---------------------------
ELECTRICAL SPECIFICATION NOTES:
ELECTRICAL CONTRACTOR MUST VERIFY
WITH THE SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT FIXTURES
SHOWN ARE FOR LOCATION PURPOSES.
SPECIAL PURPOSE OUTLET
t::;t DUPLEX OUTLET IN FLOOR
.40
ROUGH -IN > — — — — — -
FOR OPT.
0
— — — — — — — — — — — — — — — —
220 VOLT OUTLET
FAN/LIGHT <
WALL SWITCH
BEDROOM 2
THREE-WAY SWITCH
$3
�?4 FOUR-WAY SWITCH
$R RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
3:�
WALL MOUNTED LIGHT FIXTURE
>
RECESSED LIGHT FIXTURE
oe
<
LIGHT FIXTURE WITH PULL CHAIN
#P.C.
MASTER
TRACK LIGHT
BEDROOM
FLOURESCENT LIGHT FIXTURE
L -------------
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
CHIMES (OPTIONAL)
El
PUSHBUTTON SWITCH (OPTIONAL)
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
�Vl TELEVISION (OPTIONAL)
��V 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
ROUGH -IN FOR OPT. CEILING FAN
\>
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
</
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
L--------------------------------------------------------- j
2nd FLOOR ELECTRICAL PLAN
SCALE: Y4"=1'-0"
Ln
Z
CL
L#1 0
Q)
U—)
4--J LU
0 W
E
V)
C14
E
M
M
I@ W 2
0 *10 C.,
0
W) CL
�6
AI
MD.
N,C B,D,C
IV
cm,
C14
§ Z; ;;;
ZM r- C4 C; C14
M C4 r.- Z
ME mm
_j 6
Z rL CM
Lu
CL
U E LL
Z 0
a-
3.2 F
Z m Sol
ce ::�
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
V) (n
44
V)
V)
0
— Ln
C LL
ZCL
M
CL 00
Z E
Z
WLU
_j 0
nj
ce
LU
Z
WH Of
ej 0
13
or-< 0
Z
I.-Z
Z
0 CL Lu
1091�jz
W _j
81.0
T-4
84 �,aj§
CD
Zo
in
N
r-4
Ln
�0_
�ng
0
<
00—S Z
<
baoqw
r 12 Di M
0
Z
Uj
F_
uj
17� - C, 0
LU 6
_j
<
N o
Z6 !i
r*4
Z�
0
CD
�0& 1:9 Lu
rt
LL
Z
U.j
>
0
.. LU
Z
_j
Z
0--ii
_j
W
SCALE : AS NOTED
PLOT DATE 12/7/2012
TECH: FGUZMAN
VERSION NO.
1525
JOB NO: 17-4135
SHEEr NO.
6
Aftic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 5th Edition
(2014) Residential R8W.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventlated.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 comice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLM-
(Values to be verified with Manufacturer Specifications)
VENTED SOFFIT 48 SQ. FT. * RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT.
e OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
* SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT.
..... ......
.................................... ............. .......................... .. e O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT.
(Sq. Ft SoM Needed) x 7 = (Sq. In. Needed) 172 = AmourA of O'Hagin Vents Needed
LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA/ FT.
-Formula: (Sq. Ft. Soft Needed) x 7 - (Sq. In. Needed) / 9 = (Linear Ft of Dock -Air Needed)
ZONE-3 * O'HAGIN (Ille Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT
"Formula: (Sq. Ft Soffit Needed) x 7 (Sq. In. Needed) 86.25 Amount of O'Hagin Venb; Needed
.71
ATTIC SPACE
tz 280 SQ. FT.
Cn... ........................
........ .......
..................................................................... ................................... ....................
00 ......................... *,k .......................................................... .........................
. .. ..........................
U-
VENTED SOFFIT 42 SQ. FT.
LU
ZONE-4
ATTIC SPACE
1740 SQ. FT.
Cn
U- *.7.
U-
0
Cn
LU
Cf
o o Cn
LU
o. o .... o ............
............ o
...... ................
d
co
ATTIC VENTILATION CALCULATIONS - B
ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIMD
U-
0
VENTED SOFFIT 26 FT. U) 1 /150 Rule 1/300 Rule Ridp Vent Amt
(No Upper Ventilators (Must Provide Upper Ventilators) (FL) Off-Rklge Amt.
n Req.)
LLJ
rm "M "I% rm "I% "M "M ..... o .......
. . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . 4- .7.74 Total Vardatioll
.......... I . ....... o ... o =.1.7 :o ftwed by
ATTIC Uppw
SPACE SQ. FT. Total SQ. SQ, FT. SQ. IN. of verldlaw
ZONE-1 ... SQ. IN. of of ventilation to
... ventilation of vented IN. of vented be provided 5U. IN. Of SO. IN. of (Sea Elev)
ZONE-2 4 Soffit ventilation Ventilation verlulation
o required needed required Soffit by upper
needed ventilators
ATTIC SPACE
ATTIC SPACE
269 SQ. FT, Main 0.0 0.0
45 SQ. FT. Cf) Floor 269 258 37 129 9 65 0.0
.. .............. o ..........
o ..................... .. (Zone 1) 0.0 0.0
0.0 0.0
Main Roor 0.0
45 43 6 22 2 11
VENTED SOFFIT 15 SQ. FT. LL- (Zorte 2) 0.0 0.0
0
U3
Upper Floor 280 269 38 134 10 67 0.0 0.0 0.0
(brie 3)
o .1. .... ... LLJ 0.0 0.0
0.0 3.0
LLJ Upper Floor
.................................. 1740 1670 239 835 10 411 414.0
0.0 41:4:0�:]
7.7
**NOTE*'
. ............................... o ............. oo ............................................................ o ......... .. GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
.............................................................................................
----------------- REQUIRED BY FBC 5th ED. RESIDENTIAL.
VENTED SOFFIT 70 SQ. FT. VENTED SOFFIT LEGEND
F7/ IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED
/77 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-B_
SCALE: Y4"=1'-0"
I
z
z
z
V) 0
4--J LU
U
0 LU E
0
C0 M
C 'am
E LV -0 co
8 0 *r_ N
.9 C,
LL
LO CL
0
N,C,B,D,C
A I IV
RD.
cc
rig
L
U�
MW 41r' '=,4
f9N -
K,
LL111A 7jl�pmj.
,4Z
0 F r-
To the best of the Engineer's information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
c)
z
0
P-4 CD
15 ko
V) rn
rn 0
M Ln
0) 0 Ln
L- LL
CL
CL 00
z z E
z
Uj IT
W
6z
L
z
0 0
z >-
z <
Z
z
1�0 g�!Lu
-j
R9 81
40
i5 OR z 0
Ln
r44
r-4
Ln
It
W
U
0 ro- z
Z Z91-:8re -
Z
00 0
(2 z U, (UJ r-
LU
z
0 Z'
0 z rt
�j LU
LL
z 0
Uj Z 0
z 0
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FGUZMAN
VERSION NO.
1525
JOB NO: 17-4135
SHEET NO.
7
V8" SAWCUT x 1/4
W.W.M. PLACED IN
UPPER 1/3 OF SLAB SLAB THICKNESS
OR FIBERMESH WHERE SHOWN ON
REINF. SEE PLAN. FOUNDATION PLAN
U.1
x Uj
CONTROL JOINT DETAIL
SCALE: 11/2 "-'-0'
—#5 CONIT REINF.
%
SEE FND. FOR
QUANTITY
#5 X 25v X 250
CORNER BAR ONE
----- -
"e
FOR EA. HORIZ.
REBAR, TYP. U.N.O.
-I;—
9CS33,
e v- le le le
TYP. CORNER BAR
PLAN DETAIL
SCALE: I 117=1'-O'
SEE FLOOR PLAN
FOR BRG. WALL It
W. SEE PLAN
(3) #5 REBAR
STEP DOWN BRIG. (2 STY.) ri
SCALE: N.T.S.
REF: EXTERIOR
REINF. SEE
SLAB PLAN
F.F.
zo
x X.. x
N 2E
(3) #5
20" oe
REBAR
CONT.
24w
100
2-STORY FTG. K"2
SCALE: 1/2" V-0"
00 I
0
LO
b
50
SIS
TYP. @
2STORY
U.N.O.
9
U?
Z-)
4'-7-
14-4"
F-2-1
41-7
1 l'-6"
48'-8"
V-4-
1 V-15"
cj��T P. @ 21-6" x 2'-6" x V-0"
W/ (3) #5's E.W.
2 STORY
HB
U.N.O. + TY
60033K� -
1% -- — — — — — — — — — — — — -2C2C3L.2
117' - - - - - - - - - - -
r
LU
a-
0
PROVIDE 1-1/2" RECESS #5 VERTICAL c-nj
S —\ --fl
FOR SGD DOOR. REFER W/IN FILLED CELL 0 1
Zo' T-01 8'-101' 6--10- T-0"
TO MASON'S SCOPE 1. 1 1
FOR WIDTH 4" STEP 4J-3' -0" x T-011 x V-O"
c . ? DOWN W/ (4) #5's E.W.
N MIN.
CA.
0#0
3 -010 X T-P" x V-
W/ (4) #5- E.W.
T-O" x T-O" x V-0 PROVIDE 1-1/2" RECESS' IND14ATES FILLED CELL w/3000 PSI
2'6" x 2'-6" x V-101"
= I I W/ (4) #5's E.W. FOR SGD DOOR. REFER CONP. GROUT FROM FTR. TO BEAM
%A/ (3) #5's E.W
rr TO MASON'S SCOPE w/ 1#5 REBAR VERT. ABOVE SLAB.
FOR WIDTH TYPI -AL @ ALL PLACES SHOWN
HOO (ED FTG. DOWELS 17"
0
EMBIEDMENT W/ 25" EXT.
ABOVE SLAB "GRADE 40 STEEL"
Ol-01- ELEV.
8'-10 Li
FIN CONC. SLAB
6-11 3-1/2" MIN. 3000 PSI CONC. SLAB
GG EMAKER LINE FOR HERNANDO COUNTY ONLY
S 3-1/2" MIN. 2500 PSI CONC. SLAB OVER �G
6 MIL VISQUEEN VAPOR BARRIER
L- — — — — — — — — — — —
F - - - - - - - -
L
101-0" T-6- T-101" - - - - - - - - - - - -
14'-0"
F
Cj
I . I f i �
-. ( 0
C?
TYP. @
Cn
2STORY
U.N.O.
Lf)
L z I CA
Sim. @
M-FOUNDATION
Ll I
ONLY
9 6" T-211 164
T-O" X 3'-0 X 1'-0"
W/ (4) #5's E.W. L L J -- - - - - -- - - - - - -
jr1l k6111 '3 2
1, 1—,17717T, 1, 1
CP 4"
STEP CY) �-W.H.
TOP OF CONC] PAVER TO BE
DOWN
4" BELOW FIN. FLR.
9 MIN. 'k 0
F, T-8"
PROVIDE 1/2' x 9"
RECESS FOR FRT. DOOR
7 BUILDER TO PROVIDE
L-- - - - - - - - - -- - - - - - - - - - - -
APPLIANCE PROTECTION
WHEN REQUIRED PER FBC
T-0- T-0- 5'-0" 4'-0- C.j.
U) 0
L LLJ
(L
0
I 1 0
�
%. �3 0
TYP . i C14 LL
Z
0 P:
0
21-611 x 2'-6" x 1 1-011 (no
U
W/ (3) #5's E.W.
2'-6" x 2-6" x V-O'� -J (2) #5 VE RTICALS
W/ (3) #5'S E.W. -3 W/IN FIL ED CELL
10
rA-'*`\
Fli S3
1,,. �3 ljIlii -8"
"S
-.3 TEE S-3 FOR
7-j
;0 RECESS OPT."
- - - - --- - - - - - - - - - - - -
Z-16" x 2'-6" x 1 1-011:j
W/ (3) #5's E.W.
12--6" 1 V-4" 1 6'-2" 1 V-4-1 16'-0"
48--81r
2--0-
8'-8"
2'-6" x 2'-6" x 1 '-0"
W1 (3) #5's E.W.
0
x z
0 P:
U) 0
1 0
N U-
— — — — — — —
T-O" X T-10" X 1 '-0"
W/ (4) #5's E.W.
TYP. @
SINGLE
STORY
(2) #5 VERTICALS
W/IN FILLED CELL
i
S3
SEE S-3 FOR
T" - IiB
RECESS OPT."
:1
- - - - - - - -
4'-0" X 4'-0" X l'-O"
W/ (5) #5's E.W.
8#-0"
;0
-1
U)
;0
04
to
9
F-
0?
Z-)
b
0?
b)
LO
NOTE:
0 WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX "E' OF THE FBC 5th EDITION (2014)
BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE
AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL
NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE
REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH
0 SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
1-41
FOUNDATION PLAN A,13
SCALE: Y4"=1'-0"
IDZ
Z
z
rain
z
(/) (D
4-J LU
0
LU
0
v)
E
10
U-1
09
E
8
(a
LO :,0 Q4
02,
.
0
S U. co
3 .00
0 .2 ;�-
<
0
0 D.
N.C.- -D-C
N'c'
CM
c'j
N,
C=!�
W
C
j.
ca
I
F ES'5
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal,
CD
z
0
> CD
(n Cn
M Ln
U- U1
z
M
CL 00
z E
M
WLU
0
-1 0
Z
Uzi 0
0-
W.
00
C 0
0.
Z Z F� Z
zW
ol
zo
z
Ln
Ln
4*
Z
0
<
Z
0 Ly poe
z
z
Lu
CL
z
CY x
LU U.1
uj< 6
-j
�z
Ln
P:
0
CD
rn
CD
re) z
ux,:
16-0
z
LU
>
D
z
0
z
LL
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: MJAMES
VERSION NO.
1525
JOB NO: 17-4135
SHEET NO.
8
2x B
9r,
TYP. @ �%.Ivv IAW%Wl
CORNERS U.N.O.
LOW ROOF & FLOOR FRAMING PLAN B
SCALE: Y4"=1'-0"
WALL LOCATION
VARIES
ROOF SHEATHING -
ATTACHED PER
NAILING SCHEDULE
�HTA20STRAPS
'�H RAFTERS
914"
MASONRY WALL
SEE PLAN
2x 2nd FLOOR WALL
SEE 11/D1 FOR
CONNECTION
2x6 CONT. LEDGER
W/ 16d NAILS @ 8"
O.C. @ TOP CHORD &
(2) 16d TO EACH WEB
MEMBER
FLOOR
SYSTEM
2x6 #2 SPF P.T. RAFTERS
@ 16" O.C. TYP. W/ (2) 16d
TOENAILS EACH SIDE TO
LEDGER
3ECTION @ LOW ROOF
SCALE: 3/4" = 1'-0"
)OF
2x4 #2 SYP NAILER. NAIL -
TO STUDS w/3-16d @
EA. STUD. TOENAIL EA.
TRUSS TO NAILER W/3-1 Od
USP JU26 OR IF 2 PLY
TRUSS USP JUS26-2
TRUSS TO LEDGER
2X10 #2 SYP CONT. LEDGER J
W/ (3) 1/2" X 4 1/2- LAG SCREWS
ATTACH LAG SCREWS INTO END
OF EACH FLOOR TRUSS, 24" O.C.
MAX. (AT EACH SIDE OF G.T. INSTALL
(4) LAG SCREWS EACH SIDE)
061
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
HETA20
1810
9 - 1 Od x 1 1/2"
HTA20
1615
1585
10 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1615
1585
10 - 10d x 1 1/2"
C
H2.5A
600
535
10 - 8d
RT7A
670
565
10 - 8d X 1 1/2"
D
H3
455
320
8 - 8d
RT3
610
525
8 - 8d X 1 1/2'
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1400
1400
10 - 10d X 1 1/2"
F
HHETA20
2235
10 - 10d x 1 1/2"
G
H10A
1340
1015
18 - 1 Od x 1 1/2"
RT16A
1380
1160
9-1 Od X 1 1/2% 8-1 Od
H
HTT4
3610
3105
518"ANCH. /(18) 10dxl-1/2
HTT4
2715
5/8-ANCH. /(20) 10dxi-1/2
i
HTT5
4350
3740
5F ANCH. / (26) 10dxl-1/2*
HTT5
3225
5/8-ANCH. /(28) 10dxl-1/2
K
I HD3B *
3130
3050
5/8"DIA. BOLTS
TDX2-TZ
2345
—
2 - 5/8" DIA. BOLTS
L
HD513 *
4505
3785
53"ANCH. 34"STUD BOLTS
TDX6
5320
—
2 - 7/8" DIA. BOLTS
M
HD7B *
5650
71r ANCH. 314"STUD BOLTS
TDX10
7845
—
4 - 7/8" DIA. BOLTS
N
L I JS96
1165/1070 �
1005/915—
8 - 1 Od 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 - 10d x 1 1/2"
MTW12
1195
1005
14-10d x 1-1/2"
S
MTS16
1000
860
14 - 10d x 1 1/21'
MTW16
1195
1005
14-10d x 1-1/2"
T
MTS20
1000
860
14: 10d x 1 1/2"
MTW90
liar
1005
14-10d x 1-1/2"
U
MGT/MUGT
3140
3140
22 - 10d X (1) 5/8" ATR W/ 5- EMBED W1 SIMPSON "SE-P' 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
ROOF AND EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE
W � L
HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2"
Spi 585 535 10 - 10d SPT22 685 d
SP2 1065 605 12 - 10d SPT24 1030 12 - 10ri
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
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
(A)
OR 2 PLY
ARRIER
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 (B
(B
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128"x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
OR2PLYCARRIER—J ------(A)
INTERSECTIONS. SPLICING / 2 x CONT LEDGER
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
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.
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
SEE FLOOR FRAMING PLAN AND
J/S6 FOR MORE INFO. VERIFY
WITH PLAN FOR LOCATION AND
DIRECTION (IF PARALLE SEE 2/D2
FOR BLOCKING INFO)
-MASONRY WALL
(TYPICAL)
SECTION AT LOW ROO
SCALE: 1/2" = 1'
SEE D1 SHEET FOR
TYPICAL ROOF
FRAMING DETAILS
a
(D t�
Z
z
z
<
E6 11
z
V) 0
(1)
U-)
4-J LU
U
0 LU
V) 01-
E
a
C')
Ul)
0
8 0
Fa r,
0) P1
LU
E
8
20, W C21)
I* :,a co,
0.2,
Mai
o %
§ LL
0 1i
co CL
0)
< 0
LO
0
A
N D-C
It
V
Vv 11 fl-
=t
MA
t
C
S
L z
LWI
4
0
pj . 0 F ES
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 sea].
C)
z C% j
0 a) r-,
P-4 4-J
0
V)
4-1
M In
0
(1) Ln
C ILL
z
CL 00
z E
z M
LU C�j F-
Wo
- Z
U U., z I a:
C! in ox
0 z< 0
ro- z 0
z >- U
z z z
!E � P 'W
8
C)
8 8
RL 0 ZZ
z
Ln
Ln
9
T-1
. a
LL
�0-
0
0
-0
Z
4< 0
z
Or- Ly
2
(1)
z
LU
—i
U—
LLJ CY 2!
Q Ui 0
>
oes
V)
LL
0 z
r%j 0
z
0
CD
z
LU
Z
>
z
0
:5 0
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: MJAMES
VERSION NO.
1525
JOB NO: 17-4135
SHEET NO.
9
P. @ HIP
,RNERS
TYR
U.N.O.
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
HETA20
1810
9 -10d x 1 112"
HTA20
1615
1585
10 -10d x 1 1/2"
B
HETA16
1810
9 -10d x 1 1/2"
HTA16
1615
1585
10 -10d x 1 1/2"
C
H2.5A
600
535
10 - 8d
RT7A
670
565
110 - 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 - 1Od x 1 1/2"
RT16A
1380
1160
9-10d X 1 1/2% 8-1Od
H
HTT4
3610
3105
5/8" ANCH. / 18 1061-1/2
HTT4
2715
5/8" ANCH. / 20 10dxl-1/2
J
HTT5
4350
3740
5/8" ANCH. / 26 1061-1/2"
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
H *
4505
— 3785
5/8" ANCH. 3/4" STUD BOLTS
TDX6
5320
—
2 - 7/8" DIA. BOLTS
M
HD7B *
6645
5650
7/8" ANCH. 314" STUD BOLTS
TDX10
7845
—
4 - 7/8" DIA. BOLTS
N
I US26
1165/1070 **
1005/915 **
8 -10d x 3"
JUS26
1115/1060**
—
8 -10d
P
H I IS96
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 - 10d x 1 1/2"
1 MTW12
1195
1005
14-10d x 1-1/2"
S
MTS16
1000
860
14 - 1Od x 1 1/2"
MTW16
1195
1005
14-10d x 1-1/2"
T
MTS20
1000
860
14 -10d x 1 1/2"
MTW20
1195
1005
14-10d x 1-1/2"
U
MGT/MUGT
3140
3140
22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY
V
LGT2
2150
1850
(16)16d SINKERS &
(7) 1/4" x 2-1/4"
TITENS
LUGT2
1850
1810
(16)10d NAILS AND
(5) 1/4" x 3" WEDGE
BOLTS
W
"X" I HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2'
SP1 585 535 10 -10d SPT22 685 8 -10d
SP2 1065 1 605 12 -10d SPT24 1030 12 -10d
645 555 1 12-10d X 1 1/2"
* MINIMUM 3" MEMBER
** REACTIONS ARE FOR ROOF LOADS ONLY
*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE
THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O.
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
DROP HIP DETAIL
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
*FASTEN EACH (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) 20 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. RI
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 I
INTERSECTIONS. SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'40" ON A HORIZONTAL PROJECTION.
UPPER ROOF FRAMING PLAN B
SCALE: Y4"=1'-O"
(A)
OR 2 PLY
:ARRIER
SEE D1 SHEET FOR
TYPICAL ROOF
FRAMING DETAILS
(9 in
Z
to
Z
Q
J
Z
Cz
to c�
4--i w
Q
*U —
U LLJ
E
V) =
o
~
U
mN
W
— 8
W W F— E
em M
C W M
6 LL co
O oo
2
U
LL Go
iz,
C Y
Qrn
� q.�.
0
A'
B Do
vc "YDc
r
CN
YCN
j�f°f
CN
00
Z
Gam`
fir/
I v
onLL
°'�•
r°`t��`� /rlllllltl
❑ ❑
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
CD
O
Z cV
O (L) N
05 M O
M
< (A M Ln
a (A
Q �LL�
a .�
a0-a00
a �j E ;0
Z ? M
W
J
J
W
IIJ�Z�Q-'
v�INua0
PO zav
Z
zizz�j
pH8,
S OSWS
(DV
OZO
M
W
1 `
'
Ln
N
0
Ln
Z
LLI
{�0
0
Q
A L
'^a`
ce
tj a ce
w
W
O
aa�
c
N
Z�
0
o
MLLJ
z
..
.. p..
a D
z
SCALE : AS NOTED
PLOT DATE: 12/7/2012
TECH: MJAMES
VERSION NO,
1525
JOB NO: 17-4135
SHEET NO.
10
ALTERNATE POWERS
Lo
J0 STEEL LINTEL Z Z;
0
0 0
Z 0
8F8-1B/1T 8F8-0B/1T IV 1, 11 (1)
TYPE DESIGNATION E# REBARATTOP V Z
#5 REBAR AT TOP L
F = FILLED WITH IN. (1) RECYD MIN. (1) RECtD 1-1/2"CLEAR <
GROUT / U = UNFILLED A Wiwi
0 0 0 0 0 0 0 EAR a_
8RF14-1B/1T 8RF14-0B/1T R =RECESSED
8F16-1B/1T 8F16-0B/1T "0' QTY. OF #5
8F20-1 B/1 T 8F20-013/1T OF LINTEL CAVITY 4 L Z
10 0 0 REBAR @ BOTTOM
Lu
1: — 44 W C.M.U.
8 d t; C/)
9 ;� 4_J Lij
iF !C 4 X0
B/1 T A
—GROUT U., Z�- 'L
QUANTITY OF --#5 REBAR AT a U):J a
tNOMINAL t X LU < 0 E
0 0 #5 REBAR AT BOTTOM OF �0 �, �i (/) 0
WIDTH TOP LINTEL CAVITY ZW L6 <1 L #5 REBAR AT BOTTOM cr)
8RF6-0B/1T v,l V,V L,'- < �7 MIN. (1) REaD
NOMINAL- o%* -BOTTOM REINFORCING Z5 a 0
L
PROVIDED IN LINTEL rn �L it
HEIGHT
A TUA (VARIES) C)
CD V)
LLJ @ 'm -M"
16 GAUGE POWERS E
e
8" —MI"NAL WIDTH
RO
0 '1 04
STEEL BOXED LINTEL 00
0 01 MATERIAI S POWERS STEEL BOXED LINTEL NOTES (ALT.) 0
60 CL
:0. 8F20-1 B-2T fc precast lintels 3500 psi. ONLY IF NOTED ON LINTEL PLAN to 0:S
Pc prestressed lintels = 6000 psi.
0 0 0 0 §routed per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. < Ci
8F24-113/1T 8F24-0B/1T Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. 0
Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturers specifications. N*C,I, -C
minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair.
:0. Rebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required top and
0 1 0 Prestressing strand per ASTM A416 grade ED.
bottom of all Powers Steel lintels.
270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to
co
8F32 0B/1T 81F32 1B/1T 7/32 wire per ASTM A51 0. applying the cementitiuos coating, See contractor specifications
Mortar per ASTM C270 type M or S. itia-
" - " - - . I
01
GENERAL INSTALLATION NOTES
d Ri, ME
01 1. Provide full mortar head and bed joints.
3
8F40 013/1 T 2. Shore filled lintels as required. %--
Ze
Installation of lintel must comply with the architectural and/or structural drawings.
0 3. r
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <
CL=
8F44 113/1T vertical cell reinforcing and grouting. CL
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
C
N
longerwitha nominal height of 8" meet or exceed U180.
6 Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete LINTEL PLAN NOTES: 01
masonry units.
Vo
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION
10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. El El
11. The exterior surface of fintels installed in exterior concrete masonry walls shall have — ONLY.
a coating of stucco applied in accordance with ASTM C-926 or other approved — To the best of the Engineer's knowledge, information, and
2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE belief, the structural plans and specifications contained
coating.
I teral) — within these drawings comply with the Florida Building
0 0 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (a ASSUMED TO BE 16" MINIMUM DEPTH. Code Sth Edition (2014) Residential. Engineer's signature
0 loads shoud be checked for combine loading with the following equation: — and seal is only for the structural engineering portions of
8F28 1B/1T Applied vertical load Applied horizontal load
8F28 OB/1T the drawing pages bearing Engineer's signature and seal.
(1� 0 0 Safe vertical load tafe horizontal load <1 .0 — 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN
8RF30 1B/1T — THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH
(0) THE ELEVATION DRAWINGS
D 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
8RF40 0B/1T THE PROPER LINTEL HEIGHT.
5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH Z
REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE 0
F-4 4-J CD
V) %0
INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHTG.C. > M Q
M0 I
COORDINATE. N
V) m Ln
Z 0 ON
w Ln
POWER STEEL LINTEL IS AN ADEQUATE a
"U
SUBSTITUTION ALL LOCATIONS UNLESS � to
Ce 0- CL 00
NOTED OTHERWISE AT OPENING LOCATION Z < E
Z
UJ
_J CD
8'41 W %D
LARGE CONCENTRATED T.O.M.
LOAD NEAR SUPPORT(TYP.)
40" BEY2ND POI T
LINTEL COURSE LOAD MINIMUM
W/(1) #5 REBAR
4"
0
WW= A
r5
Z
'a
LU LU 6 0
Z
Z
Z Z
W <
> �J _J Z
Zw,
Ln
#3 STIRRUP 8
@ O,C, PRECAST 814 UJ N
8' -7 F OZO
LINTEL 5 §
PRECAST 0
LINTEL
Ln
0 N
IN. 04
PRECAST LINTEL Ln
C;
,HIGH SHEAR CONDITIONr6
SCALE: 1/2" V-101"
9
Lu
0 8Z
a Z < 0 M ME
50 1.� CY- Z
TOP OF COL 10'4" MT Z Lu a 0
!� i Z<
f-n uJ
ED Z
(F & G ONLY)
9 r6
60 0 Z!�
Ll 2: 8
(**4 10 Z
C) Je uJ
_J
0 M
c) rt) LLJ
Z . . . . F-
U-J F- z Z
> :5
MIN. MIN. Z 0 0.
SCALE: AS NOTED
LINTELPLAN -PLOT DATE: 12/7/2012
TECH: MJAMES
SCALE: Y4"=1'-0" VERSION NO.
15m25
-JOB NO: 17-4135
SHEEr NO.
L 1
NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACO-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. GLAZJNG 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 MMI) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A
HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2
INCHES (38 MM) IN HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN
THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER
HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR.
7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION
R308.2.
8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE:
9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR
IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING;
AND
9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1 - SPECIFICATIONS
CONSTRUCTION:
1. 1. 1.
ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-11, ASCE 51TMIS 402-11 & ACI 530.1-11, ASCE 617MS 602-11
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014)
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN', BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE
TRUSS PLATE INSTITUTE TR11-02.
1.2.
DESIGN:
1.2.1.
ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-11, ASCE 5/TMIS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 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.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEMS ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL 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 SO, FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad. (2014),
AND CONDUCTED BASED ON A140 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 U48(YTIMES THE SPAN FOR LIVE LOADS AND LJ240 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 UPLIF7
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WIL
TOTAL DL + WIL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 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-
C4-P CONCRETE NOT EXPOSED:
1 Y2.
GROUT FILLED MASONRY:
y4"
4.1.7.
WELDED WIRE 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:
4.2.1.
CONCRETE TYPE
MIN. 28 DAY
DESIGN ft)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Kai
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Kai
4.2.2.
CONCRETE SHALL CONSIST OF 1 " MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN IT'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):
3 lr2* MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.2.7.
CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL
ACI- MCP 2011 STANDARDS.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Fm = 1,500 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE NTH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S"FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI
ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2,
STUD QUALITY OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
SHALL BE APA RATED STRUCTURAL SHEATHING 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, BCS1
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8"THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R706.6.1
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksl
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Kai
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33Ks1WITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS : 8d = 0. 131', 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 EMBEDDEDXBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7 BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS'.
4.7.3.
STRUCTURAL STEEL: ASTMI A36136M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16, AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL:
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), RESIDENTIAL SECTION
R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-ME01
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore heated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, Is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 - FRC 18. 1 - "A permanent Vn which identifies the termite treatment provider
and n% for re -inspection Ell treatment 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
1'-W away from the building side walls.
3. IrdAption/sTrinkler sy�sterns includ'Un' risers and
swp Ny heat Is shall not be installed V-0"crf the building side wall.
4. FRC R318.7- To provide for ins . ion for termite Infestation between
wall covering and final earth grNects1hall not be less then 6 Qfies.
Exc.eptt_on: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FRC R318. 1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated
Including spaces boxed or formed.
7. FRC R318.1.3 - Boxed areas in concrete floors for SU uent installation of traps
etc., shall be made with permanent metal or plastic fc$= Permanent forms mutt be
of a size and depth that Will eliminate the disturbance of soil after the initial treatment
8. FRC R318.1.4 - Minimum 6 mill vapor retarder must be installed to protect against
rairrfall dilutign. If npinfall occurs b6fore vapor retarder placement,
retreatment is required.
9. FR 18.1b5 tee an mr nd m r along the foundation perimeter
mu�lb3
a rem 'i h
e= %gor Sol
I
10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FRC R318.1.6 - An exterior verjocal chemical barrier must be installed after
construction is complete, Including landscaping and irrigation. Any soil disturbed
after ft vertical beftier is applied, shall be iretfeated,
12. FRC R318.1 - All buildings are required to have pre -construction treatment.
13. FRC R318.1 - A certificate of compliance must be issued to the building department
by a licensed pest control company before a certificate of occupancy will be issued.
f6icertificate of compliance shall state: 'The building has received a cqmplete
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 Servicee.
14. FRC R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -
'C' (FRC R301)
INTERNAL PRESSURE COEFFICIENT=
0-18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN V-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 16x7
+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 PROFESSIONALSSHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W''IY4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8"
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 %". 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.
(DOM
-
Z M
ID - §
amomill,
U
z
<
IDz
amlillim
(nLn Z
Cz
Q)
C-n
4--J LU
0 LU
Lh
0
I, E
C)
LU
aimE
T :,0 1c.14
0.2,-
T,
LL
CL
0
<
0
A
I
N,C,11,D C
F
clr*
z
6
7 C:
40) 4�
* I'D
If
LL
1:1 E]
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
r
a nd seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
Z
0
4-J
M Ln
'D
0
4) Ln
L
C1. U_
z
�m
M
In a 00
<
z E
Z M
LU
W
J
Wo
uj 8� Z
z a.
ia:
00
(.5
W Z
CD
8 Ln
LU C4
I z a
M
0
I
U-11
Ln
0 9
r R
Z
0 Z
FY 1: 2E
z
Uj
F_
80 0
8 15
V6
J
!og
V)
>-
Ce
r*4
z i�
LL
z
UJ
>
0
Z
z
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1525
JOB NO: 17-4135
SHEET NO.
SN
CORNER OF
HOME
GARAGE SIDE
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE
. . . . . . . . . . . . N . . . . . . . . . . . . . . +
+ 4 . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . .. . . . . . . . . . . . . . . +
. . . . . . . . . ... . . . . . . . . . . . . . . .
+ + +
+ 4 + +
/+ + (TYP.)
6'-0" -0* (TYP)
__7 + + + 6-0"
+ + + 4 F + + + + + + + + +
+ 4 F + + +' + + + _L
+
LU + + +� — 15132"CDX
J + +
In + + 4 + + + . + + + PLYWOOD OR
+ . . . . . � /, .. \ + 7/16"OSB
+ 4 + + + + + + + + . . . . . . . . . . . . . .
+ + + + + + + + . . . . . . . . . . . . +
+ 4 . . . . . . . . . . . . . . . . . . . . . .
+ + 4- 4- /++ + + +K+ + + + + \+
4� 4- 4- � 4- +
\-RIDGE LINE
140 MPH (1,110 SECOND GUST EXPOSURE"C'WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE"C"WIND ZONE
8d RING SHANK NAILS @ 6' O.C. & 8d RING SHANK NAILS @ 6' O.C. EDGES &
4' D.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6' O.C. INTERMEDIATE
0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER
2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
r 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
BC10joist
Backer Block
Series
Thickness
Filler Block Thickness
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
2x + 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
2x + 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
!Z&
FILL CELL---\ STD. 900 HOOK BOND BEAM
USP
NI-N,
MUGT15TYP. GIRDER TRUSS
CONT. #5
BAR 7� r- 2X TOP PLATE
518-o
#5 CONT. THRU
FROM BOLT
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ-D
PLYWOOD FLOOR
COLUMN AND
SHEATHING PER PLAN
CONNECTION
TJ1 TO BE CUT TO ALLOW
FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
Solid block all posts from
# OF 2nd FLOOR
above to bearing below.
STUDS
SECTION @ INT. BRG. WALL
N.T.S.
1/8" min. I Small gap 2" min.
2" max 4"
.
a
.
�P'
M
Cinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
T
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
2) Block solid between joists for full length of span. ight fit ---F
4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/PIywood/OSB web stiffener 2" min.
required when indicated or 4" max. 16" 6-16
2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
- Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Ye 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/ beds
N.T.S.
hi
her than 15001b
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 pff max along load bearing wall.
Load bearing wall must stock
*Non -stacking walls over squash=20 blocks and
require additional wall or beam below.*
consideration. Check _f
local building C1/16'
101-001 code for appropriate
details in One 10d box
TANK -LESS W/H areas=20 of high or-20 sinker
lateral load. nail each side
atbearing.
0,
w
51-011
STUB -OUT FOR -1
GAS METER 0
9
H C G
000
U')
• MEASUREMENTS ARE FROM FINISHED FLOOR
• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2' X 4- @ 16- O.C.
7-5"
(2) 16d TOENAILS
2- X 6' @ 16- O.C.
101-8"
(2) 16d TOENAILS
2" X 8' @ 16" O.C.
13'-9"
(3) 16d TOENAILS
2" X 10' @ 16' O.C.
161-511
(1) USP HTW20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
19'-3"
(1) USP HTW20 OR (4) 16d TOENAILS
2" X 4' @ 24' O.C.
6'-l"
(2) 16d TOENAILS
2' X 6' @ 24' O.C.
8-6"
(2) 16d TOENAILS
2' X 8' @ 24' O.C.
11 1-0"
(2) 16d TOENAILS
2" X 10' @ 24' O.C.
13'-U'
(3) 16d TOENAILS
Z'X 12' @ 24' O.C.
15'-4"
(1) USP HTW20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAMI).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Squash block
(20 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam
Boise Joist Blocking
I ka'A"11111d) nailq at R"n r
Provide adequate bearing
for each lapped joist.
10d nails
SECTION @ INT. BRG. WALL
N.T.S.
MINIMUM SPACING = 2x GREATEST
KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
IN BEARING ZONES D
(see table below) NOCKOUT EXEMPTS) D
(see table below)
Ach
DO NOT cult, notch
or drill flanges I
g.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1 900 pff max. along bearing wall
Required on Interior wells : - for vertical load transfer
when load bearing - for lateral support when joists I I
meet over wall, or wall stocks directly over wall or
beam below
Load bearing wall must stack over
blocking and wall or beam below.*
-When joists meet over wall, provide
13/4" minimum bearing for each. kJoist can be offset
Use 1 Odx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
A 1Y2' ROUND HOLE MAY 0 NOT CUT HOLES
='VER LARGER THAN
BE CUT ANYWHERE IN
� CANTILE
THE WEB. PROVIDE AT 7
OUND IN
LEAST 3"OF CLEARANCE CANTILEVERS.
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y.
2
FROM OTHER HOLES
a
11-al
1"'
V-2'
T-7'
1 �-3'
l-3'
1!-T'
I' -I I "
2-4'
2-9'
3-2"
3-7'
Any 16'joist 12
1*-U'
l'-I"
1'-2'
1!-Z'
t-3'
l'-(X
2�4'
2-171
2-11 "
3-7'
4-2'
4-9'
94'
___p 16
1*-.a*
V-11"
1'-2'
V-7'
1!-T'
Z-6*
r�.
33-2'
74:4W
3-10"
4-9'
6-7'
6-4'
7-7
20
T-17'
I' -I"
1*-Z'
t-Z'
2-0'
3�0'
.
4-10"
6-11"
6-11" 7'-111" 9-11"
.24
. T-a'
V-11".
1'-7.
V-3".
2-6-
3-7-
4_g.
6_10'.
7-21
9-41
"1
101-91
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. 1V ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
up to 3" to avoid
vertical plumbing T4
3" max
JOISTS OFFSET
N.T.S.
Joist hanger
I Web Stiffener Faste er Schedule
Joist aring Location
Series I Depth � End Intermediate I
BCI 5000s")!
9-1/2"
2-8d
2-8d i
11-7/
2-8d
3-8d i
14"
2 -8d
5-8d
BCl 6000s
BCl 6500s
9-1/2"
11-7/8"
2-8d
2-8d
2-8d
3-8d I
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 60s"9
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 90sw
11-7/811
3-16d
3-16d
14"
5-16d
5-16d
d
Plumbing
2 X B.U.0
MUGT1 5 TYP.
TYPICAL USP MUGT15 TO
BUILT-UP COLUMN DETAIL
TYPICAL HUS INSTALLATION
TYPICAL HTA 20-18 HTA 20
INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
MIN. EMBEDMENT
SCHEDULEFOR
AND QUANTITY
)F FASTENERS
I ILI r, 01- 1 EFY MI
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
7r— !�: ":*
nstall fight to top flange. SLEEVE THRU STEM A. * *. * i .
SEE PLAN FOR-,-,,
FOUNDATION INFO 4
d
STEM FOUNDATION
-GRADE
Filler block. -REINF. SEE PLAN
r
Nail with
10-10d nails.
B k required where top
mount hanger load exceeds 250 lbs.
Install fight to top flange.
/4"-2"gap—
A- ---Backer Block
"Top Mount" *Face MouW
Backer block shall be fight Backer block shall be fight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4�-2" 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
requirements
4.6 X Joist
T
D
depth
I -JOISTS BUCKETS
N.T.S.
P11%, %dnAac 1+ rv%1
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
HTA 20-18 HTA 20
INSTALLATION @ MID SPAN
LOCATION OF
SECOND RT16
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
USP RT16 USING
16-8d x1 1/2" NAILS
UPLIFT 1030#
TYPICAL RT16 INSTALLATION
TYPICAL MTW INSTALLATION
PLUMBING LINE
TOP (2) #5's x 4'-0"
CENETERED @ PIPE PVC OR SCH40 SLEEVE
PENETRATION
A
A
A 4
. IA.
0
F_
SEE FND. PLN.
SIZE & REINF.
12" BELOW
PIPE VERTICAL THRU FND.
GRADE
PVC OR SCH40 SLEEVE
TOP (2) #5's x 4'-0"
CENETERED @ PIPE
PENETRAT PLUMBING LINE
ION
I
A 7 L
A
----------
A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'_0ft-\ PVC OR SCH40 SLEEVE
CENETERED @ PIPE
PENETRATION PLUMBING LINE
A
A-1
_L/44
A 4
A . . . ./
A
cc
SEE FND. PLN
SIZE & REINF.
VIL
Z
—8
a)
z
z
<
(D
a-
z
Cz
V) 0
W
V3
4--J
ID U-1
0
U
LLJ
0 of
=3
E
08
r
IN
M
LU
E
as
to 2
2'0 co
'r- 04
00
LL §
-
C)
a
C�12* tz
CL
to
<
1 6
1 1
0 D.
N C B-D-C
\7Vgj�7.
uv�
V
0!
_0'. V�
*
2 Cn Z,
4 A-4
U-
A a:
C�
v,
IL
*0
q;
INg zz
X0
0
Ito r/1111111100
El 13
To the best of the Engineer's knowledge, Information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code 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.
t
z
0 N
0-4 4-J C)
CD
0
z
M 1.17)
-0
-- V-
N
Ln
z
U_
F- 0--s
Cn
M T-i
ce CO
<
z E %0
WLU
z
_J C)
0
WWz
UZI
� I a:
a OW
0 z <
z
8
Z Z
�E z
-LU,
48,
4
U0 Lu
z 0
CD
Ln
Lr)
�0_
0
Ce
z
-0
Z
to
9M g2i
LuLuad 0
(2
W
z
U.1
R., i� 8 05
>
=
_J
>
12 02:
q
CD
oz�
LU
0
cy)
z
UJ
z
>
z
8
15
0-
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
1525
JOB NO: 17-4135
SHEET NO.
SN 1
11111111111U101
5/8"OR 1/2" HIGH STRENGTH
BOTTOM CHORD OR 2x4 BLOCKING
5/8"OR 1/2"HIGH STRENGTH
\-TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
(U.N.O.) (OR Y8' GYP. TYPE 'X" @
W/ 2-16d TOE NAILS @ EACH END
'X'
2-16d TOE NAILS @ EACH END
GARAGE W/A HABITABLE ROOM
(U.N.O.) (OR V GYP. TYPE @
ABOVE)
EE UPLIFT SCHEDULE FOR UPLIFT
GARAGE W/A HABITABLE ROOM
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
(1) ROW 2x BLOCKING @ MID
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.
2x #2 SPF STUDS HGT. FOR WALL HGT. :5 V-15". (2)
1/2" CDX PLYWOOD OR 7/16" O.S.B.
CONNECTOR
@16' O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
16d TOENAILS T & FOR WALL HGT. > 8'-6'.
SHEATHING REQ'D. FOR ALL
EXTERIOR OR SHEAR WALLS AS
1) ROW 2x BLOCKING @ MID HGT. FOR WALL
HGT. < V-15". (2) ROWS 2x BLOCKING @ 3rd PTS
1) ROW 2x BLOCKING @ MID HGT. FOR WALL
HGT. < V-13". (2) ROWS 2x BLOCKING @ 3rd PTS
E:
INDICATED ON THE PLAN. ATTACH
FOR WALL HGT. > T-13".
FOR WALL HGT. > V-15".
Ilk
1/2' GYP ' WB (MIN.) @ GARAGE SIDE IF
APPLICABLE.
3/8" MORTAR BETWEEN
SHEATHING W/ 8d COMMON NAILS @
4"O.C. @ BOUNDARIES, 6"O.C. @
EDGES, AND @ 12' O.C. @ FIELD
NSULATION PER CHART ON FLOOR PLAN
NSULATION PER CHART ON FLOOR PLAN
2x P.T. PLATE 1/4" DIA X 3 1/4"TAPCONS @ 24' O/C & ig
�� E
SLAB & BLOCK
5/8"" x 1 0""J" BOLT @ 24" 0 C W/
SP SPT22 CONNECTOR
518"* x 1 0""J" BOLT @ 24" O.C. W/
SP SPT22 CONNECTOR
(1) LAYER TYPE 11 (#30)
@ 6" FROM END OF 2 x PLATE
2"*x3/16" PLATE WASHER (TYP.)
2"x3/16- PLATE WASHER (TYP.)
UNDERLAYMENT FOR ROOF
PITCH >4:12
N 3'
(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
CHAIRS (TYP.) c)
ELEV. 0'-OmdK
(ALT: 1/2"x12"TITEN HD @ 24"
2x P.T. BOTTOM PLATE
(ALT: 1/2"x12"TITEN HD @ 24"
P.T. BOTTOM PLATE
(2) LAYERS TYPE I OR TYPE 11
I WWF OR FIBERMESH
O.C. OR 5/8"x10'WEDGE ANCHOR
A x 6 W1.4 x W1.4
O.C. OR 5/8"x10'WEDGE ANCHOR
@ 24' O.C.)
1.4
(#15 OR #30) UNDERLAYMENT
�L
4
E:
A.F.F.
@ 24' O.C.)
WWF OR FIBERMESH
FOR ROOF PITCH 4:12 OR
A
t>
1 4 4
-T
z
'
ELEV. 3 1/2
ELEV. 4-3 1/2"
31/2"MIN.
31/2"MIN.
FOR UNDERLAYMENT
LESS.
..4
4,
4
�AF F"
A F.F.
A
REQUIREMENTS SEE R905.
PRE ENGINEERED WOOD
2x4 CON
4
A 1/2"
L
1/2*(min.)- 4"
TRUSS @ 24' O.C. U.N.O.
4
00
go
(3 "V
12
HURRICANE ANCHOR @ EACH
4 GARAGE DEPTH VARIES
31
L
1/2"(min.)
(TYP) VARIES
2!
TRUSS (SEE UPLIFT SCHED.) W/
8"
METAL PL, UNDER EA. TRUSS
I -
LT
MOISTURE BARRIER
TYPICAL INTERIOR BEARING
(2) #5 CONT. 4" :rr
,NT.
14" 8%
(2) #5 CON 4"
8"
INSU ION LE
SHINGLE ROOF
U.N.O.
MIN.
U.N.O.
MI
7/16" O.S.B. MIN. SEE ROOF
WALL W/OUT UPLIFT GG
GARAGE SLAB AT STEP
TYPICAL BEARING WALL (cD
STEP SHEARWALL
TYPICAL BEARING WALL @ STEP rc C
:Z':
NAILING SCHEDULE ON SHT.
SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
S3
SCALE: 3/4"=1'-0"
�3
"SHEAR WALL"'
SCALE: 3/4"=1'-0"
�, �3
SCALE: 3/4"=V-0"
SN1
ELEV. VARIESAJ__�
FOR ADDITIONAL SLAB
Tm tn.
INFORMATION.
5/8"OR 1/2" HIGH ALUMINUM DRIP
STRENGTH CEILING
EDGE
BOARD PER CODE (OR 5/8-
UMINUM FASCIA
1/2"OR 7/16"OSB MIN. PLYWOOD SHEATHING
eds
GYP. TYPE -X- @ GARAGE
W/A HABITABLE ROOM 1 �2'
N 2x SUB FASCIA
NAILED W/ 8d COMMON NAILS @ 4' O/C
ABOVE) W/DRYWALL
/-2x S.P.F. S S 1 "O.C.
BOUNDARIES, 6' O/C EDGES, AND 12" O/C FIELD.
SCREWS @ 7- O.C.
EE SOFFIT
C4 =. - __j 2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
1000
CEILING & 8"O.C. WALLS
SHEET
LOADBEARINGOR I-.*,-
(2) ROWS OF 2x BLOCKING @
16" O/C
(1) ROW 2x BLOCKING @ MID HGT.
8"x8"X16"KNOCK-OUT
EXTERIOR WALL 8"C.M.U.
THIRD POINTS
x STUDS@
ON
NOTE:
FOR WALL HGT. :5 8'-6". (2)
ROWS 2x BLOCKING @ 3rd PTS
INSULATION PER
BLOCK W/ 1#5 CONT.
1"x P.T. STUD
ULATION PER CHART
FLOOR PLAN
SEE SECTION C/S3 FOR
FOR WALL HGT. > 8'-6'.
CHART ON FLOOR
FILLED SOLID W/GROUT
#5 VERT. IN FILLED CELL
7/8" STUCCO FINISH
PER ASTM C. 926 APPLY 3
ADDITIONAL INFORMATION
PLAN
SEE CC/S3 OR
E �6W OT L
�A A
S �VE
TH' �T
-1/2" GYP. WB (MIN.) @ GARAGE
I x2 P.T. HORIZON. Ai
NAILER
8"C.M.U. TYPICAL
iOR
G/S3 FOR ANCHOR
BOLT INFO. 5/8"4""J" BOLTS BOLT
5/8"" x 1 0""J" BOLT @ 24" O/C W/ 2"*X 3/16"
ETAL LA H, FIRST
f 3MRD LAYETR /8. THICK
I
2 LAYERS 3/8 H1 K
C EACH.
CONTINUOUS
TO FOOTER BELOW 90 NOOK DETAIL
@ K.O. BLOCK
USP SPT22 CONNECTOR
SIDE IF APPLICABLE.
(IF NO UP LIFT ON @ 24' O.C. VERT. OR
'N
PLATE WASHER TYPICAL
SPT22 EA.
.
STUD
I
2x P.T. PLATE
8 EXPANSION BOLT @24 O.C.
W/ 7" EMBEDMENT (MIN. SHEAR
STD. 90-HOOK (SEE DETAIL)
TYPE"S"MORTAR
WALL SEE GG/S3) 5/8"x6"EPDXY BOLTOR
'3'
MIN. 2500 PSI CONCRETE SLAB W/
-USP @
3500#, MIN. TENSION 2600#) r:
// 3/5
(6) 1/4'x3 1/4' TAPCONS
*USP SPT22 TYP. SPACED EVENLY
6 x 6 W1.4 x W1.4 WWF OR
P.T. PLATE
20- MIN. LAP [24- MINL LAP] #5 REINFORCING
x
x
/<
SPACE AN CHOR
BOLTS 6" MAX FROM
-FE
x 6 W1.4 x W1.4
FIBERMESH
BAR
04 2x P.T. PLATE
EEP SCREED INSTALLED
x
END OF 2- x PLATE
F6
WWF OR FIBERMESH V)
0
1x2 PT WD FURRING @ 24" O.C.-/
------ARCHITECTURAL
FINISH
Li ASSUMED FINISHED
_w.
A GRADE
E
PER MANUF.
j
I>
2�
tO
#3 & #4 LAP
#3 OR #4 REINFORCING BAR
SPLICE GRADE 40 MIN. Fy-- 40ksi
[GRADE 60 MIN. Fy-- 60ksil
I
X
/<
x
X (L
11. IP A
A
1/2"GYPSUM WALLBOARD-`
(1) #5 VERT. IN FILL
MONO OR STEMWALL
FINI SH GRADE
25" MIN. LAP [30' MIN. LAP]
X
U,N.O.
CELLS(SEE
FOOTING MONO SHOWN
;0
;0
X uj
LU
FOUNDATION PLAN
FOR CLARITY
6 MIL VAPOR BARRIER t> 0,
A -
1 AAA
KAX, 777 j
R 17/8"
FOR LOCATIONS)
. =='""
:> IE
I> I> E II: I
z
#5 REINFORCING BAR
)<
X
1x4 P.T. BASE NAILER
1=1 I 1=1 I IEI I IEd 11-11 F! z
-
#5 LAP SPLICE
(2) #5
4"x4"INSPECTION
--::I I la I F��l
NOTE: t> I
ON 3"
31/4"BASEBOARD
PORT AT EACH
*FOR BEARING WALL IEEI I IEI I
El I IEI I I--'' -
COMP. SOIL. (COMPACTED TO A
36 MIN. LAP [3T MIN. LAP]
(TYP.)
114" 8"
FILLED CELL TYPICAL
W/ UPLIFT ONLY
95% MODIFIED PROCTOR ASTM
MIN. 2500 PSI CONIC. SLAB
AT GARAGE CONTRACTOR
D1557)
'-#6
MIN PSI MAY VARY PER
TO CUT BLOCK OR POUR
4" 114"
#6 LAP SPLICE
REINFORCING BAR #5 STD.
90 HaOK
TYPICAL INTERIOR
BEARING
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
--NOTE: EXTEND
FRAME WALL TO C.M.U. WALL CONNECTION rD'��
TYPICAL EXTERIOR FRAME WALL
FOOTING
REBAR DETAILS
WALL W/
UPLIFT rG
WIAXW1.4 WWF OR
'FIBERMESH"
DECO FINISH 4"to 6"
BELOW GRADE
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SEE TYP. WALL SECTION FOR ADDITIONAL
SCALE: 3/4"=V-0"
�'
�3
SCALE: N.T.S.
�
�3
SCALE: 3/4"=V-0"
�' �3
SLAB INFORMATION.
SLAB INFORMATION.
FE
X
6 x 6 W1.4 x W1.4
11/2" RECESS
FOR RIE 6 x 6 W1.4 x W1.4
00
m
I
;0
I
3 lt2" WWF OR FIBERMESH
FRAME -DOWN
FALSE BEAM w/ (3)
EE PLAN
SEE ROOF PLAN
S.G.D. (U.N.O.)
WWF OR FIBER MESH Q 6
-E
6 MIL VAPOR
min.) 4"
10d NAILS TO
TRUSS TOP CHORD
FOR TRUSS
BARRIER I> 4
t>
2
a
C14
4
-w GRADE
SEE PLAN
AT 24" O.C. MAX.
FOR
co NNECTION INFO
COMP. SOIL.
WUMT�' :1.
TOP OF BEA
& LAYOUT DESIGN
4
(COMPACTED TO 95%
1
. x
4 1 1=1 I F= (1) #5 REBAR w/ OPT.
SEE ROOF PLAN
;0
4 .
A A
MODIFIED PROCTOR
E MCLOSURE
FOR STRUCTURAL
46.
ASTM D1557)
BEAM SIZE &
3" MIN. LR.
cn
jA
(2) #5 REBAR CONT.
4
/-'2�1 P.T
ATE
r
CONNECTION INFO
ON 3" CHAIRS TYP. 4" 1'.4% L
STD. 90 HOOK (SEE
MIN.
U.N.O.
DETAIL)
2x4 #2 SYP P.T.
FRAMING w/
SEE AIS31J/S6
8-
TYPICAL WALL SECTION
rA
TYPICAL THICKENED SLAB EDGE rL
COLUMN
LOCAT10N
MIN 7/16"O.S.B.
z ATTACHED PER
0
SHEATHING
NAILING
FOR REINF. INFO.
OPTION #1
SCALE: 3/4" V-0"
SCALE: 3/4"=V-0"
CO)
Lu
SCHEDULE
SEE
TYP. WALL SECTION FOR ADDITIONAL
1/2"GYP. BD.
P.T. 2x
HOLD GYP. BD.
1/2" FROM SLAB
OLO'-O" CONT. BEAD
SEALANT
Lu
w
co SEE FLOOR PLAN
FOR
SLAB
SLAB STEP &
INFORMATION,
RECESS (cD S.G.D. rm
SCALE: 3/41111=11-0111 �3
OPT: DEPRESS SLAB 5 Y2" DEEP
AND 6"BEYOND DOOR TO
'IF
STRUCTURAL COLUMN
SIZE
RECEIVE PAVERS DRIVEWAY BLOCK WALL BEYOND
BLOC K WALL BEYOND
INTERIOR
2X STUDS
@ 24' O.C. U.N.O.
& BASE CONNECTION
INFO.
B
CONCRETE SLAB
EXPANSION JOINT
4. -3 1/2"
SECURE 2x4 P.T.
BTM. PLATE
MASONRY WALL
AND
14"
O.H.D. RECESS
PAVERS
13"
O.H.D. RECESS E!6
GARAGE
w/ 1/4"x3"TAPCONS
O.C.
AT 8"
PAD FOOTING
1/2"GYPSUM
WALLBOARD U.N.O.
I
8"MASONRY WALL
CONCRETE NAILS W 11/2
�<:
EXTEND FILL CELLS
1\ A
EMBEDMENT @ 12- O.C.
W/ DRYWALL
SCREWS @ 8-O.C.
TRIM PER PLAN
TOFOUNDATIONPAD
:A ".A
p
STAGGERED, FROM BOTTOM
---�INSULATION
PER CHART
CONT. FOOTING STEEL
MAT REIN IN
y
__j
PLATE TO CONCRETE
ON
FLOOR PLAN
cn
4
(MIN. SHEAR 180# MIN.
CONT.
BEAD SEALANT
SQUARE CMU BLOCK
SIZE VARIES PER
BASE,
PLAN
;0 9
4-. 4
4"
co
op
TENSION 120#) CONCRETE SLA B
.4
4"
6 x 6
W1.4 x W1.4 C-4
w/ MIN, (2) #5 VERTICALS
4
WWF
OR FIBERMESH
FILLED SOLID
ui D
b- a 71 JEHI I
w
--::: u
I
LLI
uj U) w 2
III z
�__L_i
04 0
RL
Mw I I �'
BRICK PAVERS
or SLAB PER
80 3: HE
U- III
0
SEE A/S3 OR J/S6
SEE A/S3 OR J/S6
6 MIL VAPOR
0'-0"
FIN. FLR./Jk
COMMUNITY SPECS
I 1=1
K=I I FEI I S I I a I IE'iffl OOTIN
Em `IrE=_::I IG
FOR REINF. INFO. 3" MIN. CLEARANCE
_m4DT�w
FOR REINF. INFO. 3"MIN. CLEARANCE
BARRIER
11 El I �]�d I F� I 1=1 I 1=1 I I-
0
TIG I 1=1 I I= I I i:::,:-1 =1 I 1=1 I 1=' BEYOND
1 (1 STORIJ V-8- (1 STORY w/ DEPRESSED SLAB OPT.)
1'4' (1 STORY)
F LI r,
't
PAD REINFORCEM ENT
SCHEDULE)
3"MIN. CLEARANCE
1'18' (2 STOR
1'-8' (2 STqRY)
4" 4"
.'A . 0 . .:. SEE FOUNDATION
CONIC. PAD INFO.
(SEE
FOOTING WIDTH
SEE SCHEDULE
GARAGE DOOR SLAB RECESS
GARAGE DOOR SLAB RECESS
INTERIOR WALL SLAB STEP
NON-BRG. rK
TAPERED
COLUMN FRAMING /CD12
PATIO COLUMN
FTG. DETAIL
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
SCALE: 3/4"=V-0"
1\
�'
SCALE: 3t4"= V-V
SCALE: N.T.S.
ADDITIONAL INFORMATION.
ADDITIONAL INFORMATION.
(Ding
zcf)
-8
Z
z
U)
V) (D
Z
(1)
c-n
4--J Lu
m
0 Lij
-a)- LJO
L"')
Lc
E
I'_
-N
Lu
E
8
.
am(-
Im cv)
g ow 'm'
*c `714
00
it
j
:6 . co
M
0'T
0
CO
9 : 15�
A I
a D�'
N-C-S-D C
N
"�b
5
Ta c�
z
(2)
2X6 OR (2) 2x8
PLATE SEE
PLAN
�gcTOP
(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
PIE
HEADER FLUSH TO OUTSIDE OPTION
2x BLOCKING @ EACH END W/ 10d @
4'
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
W2
---(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8-
VARIES O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S. � �4
12
SEE TYPICAL WALL SECTION
(TY 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
TRUSS ABOVE
2X CLOSURE WALL W/
STUDS @ 16"O.C. W/
USP SPT24 @ EA. STUD
(3) 10d TOENAILS T&B
AS REQ'D
2x BLOCKING @ MID
=-7,-1POINT EVERY OTHER
++* STUD W/ (3) 10d NAILS
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW Ile
NOTES:
1/2" EXTERIOR GRADE SHEATHING FILL LINTEL AND ALL CELLS ABOVE LINTEL.
FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION
PORT
WIRE NAILS @ 4- O/C BOUNDARIES 6' O/C
EDGES & 8"O/C FIELD
A @ 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 V-0- IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
USP SPT22 @ EA. STUD
2x P.T. PLATE
5/8"x 10" "J"BOLT @ 24"O/C MAX
W/8"EMBEDMENT
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90A HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
KtS4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERAL NOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
SCALE: N.T.S.
EE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
L-ROOF TRUSS
CONNECTOR (SEE SCHEDULE)
IRE BARRIER
SCALE: N.T.S.
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO
- CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL --
MOUNTING BASE SHOWN
IN POSITION
-2x6 MOUNTING BASE
bUALL: N. 1.5.
VENT OR 2ND FLOOR
1/2" MINIMUM CEMENT FINISH
TYPICAL C.M.U. WALL
STANDARD 3" DIA. TEE
3/4" FURRING STRIPS
THREADED 3" DIA. EXTENSION
1/2"GYPSUM BOARD
SCREW OFF CAP (3- DIA.)
W/ DRYWALL SCREWS
FOR CLEAN -OUT
@ 8"O.C. OR 4d
MIN. EXTENSION FROM
DRYWALL NAILS
EXTERIOR FACE OF BLOCK
WALL IS 11/2" MAXIMUM
EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4',
DRAIN
WALL CLEAN —OUT K"A�
SCALE: N.T.S.
� �4
REFER TO WIN DOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
KNOCK -OUT----\
BLOCK W/(1)#5 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT 7
on
-
MI!
PP
T
I _j
\
7.
FORM CREATES CONCRETE RECESS TO
RECEIVE GARAGE DOOR AND TO ALLOW
2X4 (NOM-)
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
IBOTTOM OF MOUNTING -B)
POURED 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" 8w 7 5/8" 8" 7 5/8" 8"
INTERIOR
WA
LL
CL,
EXTERIOR
WALL
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING --(-t
1STCOARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
COARSEBELOW, EVERYTHIRD (3RD) COARSE THE 11' DOORJAMB WALLIS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRYLAYOUT D�
SCALE: N.T.S.
� �4
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE
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 318" THICK EACH. 3RD LAYER
1/8"THICK.
/-CRICKET AS REQUIRED
USP SPT24 @ EA. STUD
1/2"EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4' O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
---
USP HTA20 @ EA. STUD
L
MAIN SPAN
MOISTURE BARRIER
ROOF TRUSS
UPLIFT CONNECTOR
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. —/
4T.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 900 HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S.
TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
LBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
@ EACH END WALL
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
4 4 -09 2"x BUILT-UP COLUMN
4 DOOR STOP PSPN516Z W1 (12) 16d NAILS SEE PLAN FOR MORE INFO
W TOP SPLICE 0
0 16* -4 MOLDING
. 2� < 1, 2 ROWS 1 Od @ 3- O.C. (14 18-1 Od NAILS
9L
NAILS TOTAL) EA. SIDE OF
2x TOP PLATE GARAGE
T�� 50" F T
W, (1
E Wl�
0
PSPN` 6Z 2) 16d NAILS
Top SPLIC
fe. SPLICE STAGGERED 0 0
V2-16d NAILS @ 24' O.C. OR DOOR
'I - 5/8 DIA. X 12" EPDXIED ATR
EQUAL TO TRUSS BOTTOM 2 x 6 P.T.
CHORD OR BLOCKING
v
2x STUD @ 24'
O.C. MAX.
P ROVIDE P.A.F. NAILS OR
2x P.T. PLATE EQUAL @ 12' O.C.
F!
STAGGERED FROM BOT.
SEE A/S3 FOR
REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE
4 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE
ETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL INTERIOR NON —
BEARING WOOD FRAME WALL ('j TYPICAL GARAGE DOOR BUCK
SCALE: N.T.S. SCALE: N.T.S.
IAI
'i�,00
4 ;j,
2x CRIPPLES @
16' O.C. W/ (2) 12d
TOENAILS T/B
USP SPT4 W/ (6)
10d x 1 Y2"@ 24"
O.C.
10d NAILS @ 8'—
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x 4" WALL
2"x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
11 - 4#
(1)
(2)
(1)
(2)
(1) LISP LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1) USP LSTA30
91-16,
(3)
(4)
(2)
(4)
(2) USP LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR P
REQUIRED CONNECTION
LAN NOTES FOR
2-ROWS 12d NAILS STAGGERED
@ 12- O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12' O/C FOR 2'X1 0" OR
GREATER HEADER
\—(2) 2X HEADER SEE PLAN
\—INTERIOR HEADER
BOX HEADER (1) 2X SILL PLATE W/ (2)
ONLY 12d TOENAILS.
EXTERIOR HEADERS
(1) 2X SILL PLATE W/ (2)
12d TOENAILS. OPENING
LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS
EACH SIDE
'�'-2x STUDS TYP.
USP HTT16 TYP. U.N.O. SEE N/!
HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING
WALLS NOTED WITHOUT UPLIF
P.T. BOT. PLATE
WALL HEADER DETAIL
SCALE: N.T.S. � �4
TRANSOM FRAMING
SEE SECTION AA1S1 AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
P.T.
ATE
USP SPT
10d @ 8"O/C
ATTACH ALL
EXTERIOR STUDS
W/ IAI 16d TOENAILS
T076P PLATE
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� SPT241 SP SPT4
2X TOP PLK
TRANSOM FRAMING
SEE SECTION AA/Sl
AND BB/Sl FOR
ADDITIONAL DETAILS
/RECESS
LINTEL
USP
NAILED INTO
TRANSOM
FRAMING
USP_
SPT22
USP
SPT4
INTO
TRANSOM
FRAMING
I rSP SPT22
USP SPT4
SPT4
2X8 P.T. B070M PrE
5/8"A 0" "J" BOLT @ 24" O.C. MAX.
C (MIN. (2) PER BOTTOM PLATE)
2X8 P.T. BOTTOM
PLATE
UU I I � I
5/8"AO""J" BOLTS @ 24"O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
OVERLAPPIN
1 Od NAILS @ 6-
STAGGERED
J-BOLTS @ 24- O.C.
MAX
-2X P.T. PLATE
TRUSS ABOVE
2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
0
K.O. BLOCK W/0)
#5 CONT. &
FILLED
5t8"XlO"J -BOLTS
@ 2-0 O.C.
MASONRY WALL
SPT4 C
1 Od NAILS @ 411
10d NAILS @ 6' O.C.
STAGGERED A STAGGERED
0 0
0 BEYOND.
L PLYWOOD
0
SHEATHING
0
PLYWOOD FASTENED TO TRUSSES
WITH 8d COMMON WIRE NAILS @ 4-
O/C BOUNDARIES 6"O/C EDGES 0 L
& 8" O/C FIELD 0
o
SPT4
z
0
—PLYWOOD
MASONRY-- SHEATHING
WALL BELOW 0- 5/8'X1 0' J-BOLTS @ 24- O.C.
0 MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE'
518" DIA. ATR EPDXIED
MIN. 6"INTO BOND BEAM
@ 24' O.C.
FRAMING DETAILS ABOVE ENTRY
SCALE: N.T.S. S4
Ln
0 V_
z
Z
z
anew
z
0
L/) (D
4--J U_j
U
LU
=
Ln
E
2
Fa
0
LU
E
04
0 co,
I! mr 0
C.4
0.20
6 U_ 00
Cq- 00
<
LO
0
A
N C-B-D-c
IV
.IN
4. U111)
4 1 ... 1!n!,
-
10 'It cqk
IC
WU ",1z,
N
LL U R
;57
1/ .. ......
F E S -
34
� tI- \�\\
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
earing Engineer's signa
C)
0
z 04
0 4) N
CD
%0
M 0
CC Ln
a
I=
0
(0 — In
L_ LL_
CL O-N
fn
M -I
6� CL 00
<
- E %-00
z 3:
z 0
LL1
_j C)
0
LZU
MHz
Z
!E Z j..;
1 3: Ln
-r-4
0
W 8
LU -
en
C)
T-4
N
Ln
N
r4
Ln
0
I
0�
� z
9
0
-0
<
Z
e_-",
<
b 0 9
PO 5
9 il: � t"
M
(V
Z
Uj
Z 2E
8 0M 0
LU MOM
>
_j
ffii
V)
IN
r- 20:
5 <
r'-4
8�
§RM
0
0
CD
z
Uj
>
0
z
15
z
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FLORES
VERSION NO.
1525
JOB NO: 17-4135
SHEET NO.
S4
SEE STRUCTURAL NOTES AND
NAILING SCHEDULE FOR
SHEATHING DETAIL
TOP CHORD ---
OR �
BLOCKING F
FIRST FOUR
ROWSOF
TRUSSES @
EDGES OF 2aA CRO LB
TYPICAL @ RIDGE FASTENED AT
SHEATHING APPROX. 8" FROM
48"O.C. EACHJOINTW/(3) 10d
MAX. & (2)10d TOE NAILS @
EA. END @ 48' O.C.
TOENAIL W1 (2) 16d NAILS AND
SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS
2"x4"OUTLOOKER NAILING SCHEDULE FOR
USP RT16 OR EQUAL @
@ 24- O.C. 7 SHEATHING DETAIL EA. OUTILOOKER 2"x4'
OUTLOOKER
@ 24- O.C.
45-
24" MAX.
45*±
TOP CORD BLOCKING 45*±
2X4 CONrL"BRACE
\-USP RT16 OR
FOR FIRST FOUR
FASTENED W/ (2) 10d
EQUAL @ EA.
ROWS OF TRUSSES @
3"@ 24' O/C. CMID
OUTLOOKER
EDGES OF
HEIGHT
"L" BRACE TO EXTEND
2X4 KICKER
SHEATHING TYP. 2X4 KI KERN
2x8 SYP#2 "L" BRACE TO
EXTEND @ LEAST 90% OF
AT LEAST 90% OF WEB
@ V_OF
O/C
@ 8'-0- O/C.
2x4 CROSS BRACE
WEB LENGTH & NOTCH @
LENGTH (SEE TABLE)
APPROX. 8" FROM
BOTTOM CHORD (SEE
2x6 P.T.
ABLE TRUSS
RIDGE FASTENED AT
TABLE)
SILL
1/2"CDX PLYWOOD OR
EACH JOINT W/ (2) 1 Od
USP RT3A WITH 8-8d
7/16" OSB SHEATHING
& (2)10d TOE NAILS @
FROM LEDGER TP
AT7ACHED W/ 10d
EA. END
BLOCKING
NAILS @ 6' O.C. EDGES
r' YPSUM WALL BOARD
W LL
M A
GABLE TRUSS
AND 12"O.C. FIELD
HE FIRS
2'x4' PANEL BLOCKING @ 48' O.C. FOR THE FIRST
1/2"CDX PLYWOOD OR
/-lOdX3" @ 3N O/C
JBOARD
P. BO TTOM
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
7/16" OSB SHEATHING
im ra
THROUGH CHORD
ATTACHED W/ 1 Od NAf LS
INTO 2"x6m P.T. PLATE
2'x4" LEDGER (MATCH BOTTOM CHORD
@ 6' O.C. EDGES AND 12-
2x4 "r ON TOP OF PANEL BLOCKING,
\-WEEP SCREED
SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD
-0
FASTENWITH 10dx3"@4"0/C SPACED
INSTALLED PER MANUF.
2"A" P.T. SILL NOTCH "L" BRACE HERE
@ 48' O.C.
MOISTURE BARRIER
5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED
?gj
5/8"x 10""J" BOLT @ 32"O.C. MINIMUM 6"FROM—
USP HTA20 OR EQ. @ V-0- O.C. TYPICAL. INSTALLED PER MANUF.
PLATE SPLICES W1 3/16"x2m 0 PLATE WASHER
USP HTA20 @ EA TRUSS
4'-0"
ALTERNATE USP LSTA1 8 STRAIGHT STRAP @ 4 -0" MOISTURE BARRIER
.
O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS
VERT. WEB (24" O/C MAX.) Wn.j0dxj 1/2"AND TO MASONRY W/ (3) 3/16'x 2 1/4'
TAPCONS.
STRAP MISSED VERTICAL SECTION
NOTE: IF EMBEDDED SECTION 62
WEB; USE
SCALE: N.T.S.
MSTAM36 ON OUTSIDE SCALE: N.T.S.
SEE STRUCTURAL---\
NOTES AND NAILING
BACKNAIL W/ (2) 16d NAILS
SCHEDULE FOR
SHEATHING DETAIL
2x4 OUTLOOKER @ 24'
O.C. (OPTIONAL - SEE
ELEVATIONS)
N N I-,
SEE STRUCTURAL -
TOP CORD BLOCkING
kNG
USP RT16 OR EQUAL @
NOTES AND NAILING
OWS
FOR FIRST FOUR ROWS
AX.
24" MAX. EA. OUTLOOKER
SCHEDULE FOR
OFTRUSSES @EDGES
DGES
SHEATHING DETAIL
OF SHEATHING TYPICAL
PICAL
DOUBLE TOP PLATE
2"x4"CROSS BRACE
Y..zl--
OS S BRACE APPROX.
APPROX. 8" FROM
US
USP
8" FROM RIDGE FASTENED AT
RIDGE FASTENED AT
SPT4 @ EA.
EACH JOINT W/ (2) 10d & (2)
EACH JOINT W/ (2)
STUD
10d TOE NAILS @ EA. END
10d & (2) 10d TOE
2X6 FRAMED WALL - SEE
NAILS @ EA. END
WALL SECTION FOR SPACING
"/�
2x4 PANEL BLOCKING
1/2" CDX PLYWOOD OR 7/16'
@ 48"O/C FOR THE
/_OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
W/ 10d NAILS @ 6"O.C. EDGES
TRUSSES FROM EA.
AND 12"O.C. FIELD
(2) 16d NAILS
\
END TYP. TOP &
BOTTOM ATTACHED
W/ (
) 1
-d T
ENAILS
2x4 PANEL BLOCKING @ 48"
2x4 BLOCKING
O.C. FOR THE FIRST (4) ROWS
OF TRUSSES FROM EA. END _V2x4 "T" ON TOP OF PANEL
TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH
W/ (2) 16-d TOENAILS 1 Odx3" @ 4' O/C
2x4 LEDGER (MATCH BOTTOM
CHORD SLOPE OF ADJACENT
TRUSS)
SECTION
LL
SCALE: N.T.S.
,_�REFER TO DETAIL J
SEE STRUCTURAL
2x4 OUTLOOKER
BACKNAIL W/ (2)
16d NAILS @ 24" O/C
ON SHEET S5 FOR
Cn Cn
NOTES AND NAILING
TOP CORD
X-BRACING, AND TOP
SCHEDULE FOR
BLOCKING FOR
USPHGAM10WI(4)—\
CHORD BLOCKING
to
SHEATHING DETAIL
USP RT1 6 OR
FIRST FOUR ROWS
1/4"XII-3/4" WEDGE
INFORMATION
EQUAL @ EA.
E�
OF TRUSSES @
BOLTS & (4) SDS 1/4'
2*X4"CROSS BRACE -
OUTILOOKER
24" MAX. EDGES OF
x 1 1/2" SCREWS
WOOD TRUSSES
to
Go lio
APPROX. 8" FROM
I
SHEATHING TYP.
7-
RIDGE FASTENED AT
KE
"L" BRACE TO EXTEND
2X4 RAT RUN BRACING
EACH JOINT W/ (2)
AT LEAST 90% OF WEB
AT 24"O.C. ON TOP OF
v
10d & (2) 10d TOE
LENGTH (SEE TABLE)
BOTT. CHORD FOR 4
NAILS @ EA. END
TRUSS
TRUSSSPANS
ATTACHEDW/2-16d
2X4 PANEL BLOCKING
1/2" CDX PLYWOOD OR 7/16"
AT EA. TRUSS JOINT
@ 48" O/C FOR THE
(2) 16d NAILS
OSB SHEATHING ATTACHED
(2) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2"x 4" LAMINATIONS W1 (1) ROW (3) 2"x 6" LAMINATIONS W1 (2) ROWS OF
FIRST (4) ROWS OF
W/ 1 Od NAILS @ 6- O.C.
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
TRUSSES FROM EA.
ES AND 12" O.C. FIELD
2A 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
END TYP. TOP &
TRUSS
O/C W/ 2 - 16d
/-JACK
TOENAILS @ EA. END
NOTES:
BOTTOM ATTACHED
SEE PLAN FOR
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4- DIA. x 5 1/2" LAG SCREWS OR EQUAL
W/ (2) 16-d TOENAILS -
- -
ONNECTION
MASONRY WALL
OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
2X4"r ON TOP OF PANE
4-1:
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
BLOCKING, FASTEN WITH
2X4 BLOCKING W/T7.
1063' @ 4- O/C
(2)12dTOENAILS I.
EXT. WALL CONN.
@
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
7__T
NON - LOAD BEARING
LOCATION
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8
SECTION
r9
SEE TYP. WALL SECTION FOR
SCALE: 3/4" V-0"
ADDITIONAL INFORMATION.
SCALE: N.T.S.
SCALE: N.T.s.
IINIMUM 2X
,ROSS BRACING
3EE PLAN FOR
OCATIONS)
(2) 16d PER
JOINT
2'X4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S.
12
6.9 MAX.
S5
GABLE END BRACING DETAIL
GABLE TRUSS
2'x4' OUTILOOKER @ 24'
O.C. W/ (2) 10d PER JOINT
1 OdX3" O/C
TOENAIL-j 6"O/C
W/ (2) 16d TYPICAL
NAILS
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
!'U'BRACE W/ 10d Q 4"O.C.
(SEE SCHEDULE FOR SIZE
AND LOCATION)
S5
CONT. BEARING
MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
BRACE W/ 10d @ 4- O/C
SEE SCHEDULE FOR SIZE
kND LOCATION)
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
8d @ 6"O/C
WOOD TRUSSES
USP HGAM 10 W/(4)-3/16"xl -3/4"
WEDGE BOLTS & (4) SDS 1/4' X 1
1/2"SCREWS
BACKNAIL W1 (2)
@ 24' O/C
r
TOP CORD
BLOCKING FOR
FIRST FOUR ROWS
USP RT16 OR
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"OSB SHEATHING
X
ATTACHED W/ 10d NAILS
@ 6- O.C. EDGES AND 12'
O.C. FIELD
//-(2)16d NAILS
- - - 2x4"T"ON TOP OF PANEL
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
SP HGA10 @ 36'
O.C.
DBL. TOP
STUD WALL
PLATE (SEE TYP
SEC
)
2x4 BLOCKING —2x4 "T" BLOCKING
@ 48' O.C.
16d NAIL
"L" BRACE
ATTACHED W/,
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 111 BRACING DE 11_r5-�
SCALE: N.T.S.
2x4"T"BLOCKING
2X4 BLOCKING @
48" O.C.
1 6d NAIL
1" BRACE ATTACHED
W1 1 Od NAILS
TYPICAL
@ 4' 0.
4�
L
GABLE TRUSS WEB -J
SINGLE "L" BRACING DETAIL 6
S5
SCALE: N.T.S.
DIAPHRAGM
BLOCKING @
48 " O/C
-GABLE TRUSS
TRUSS VERTICAL
.
.
(2) 2'x8- 'L" BRACE
USP SPT24 @ EACH STUD
FASTENED WITH (3)
ER SIDE
SECTION 16d P
SCISSOR GABLE "T" BRACE
SCALE: N.T.S.
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
ARCHITECTURAL FINISH
-MASONRYWALL
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.) E
SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5
ADDITIONAL INFORMATION.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
"L"BRACE
(1) 2'A" (U.N.O.)
"L"BRACE
2"X6' (U.N.O.)
"L"BRACE
24"
0'011 - 31-0"
T-0" - V-01"
V-10" & GREATER
SCISSOR GABLE - (1) 2"W" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 'L' BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF CABLE.
2)"L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dX3' NAILS @ 4' O/C.
3) SEE 6/S5 FOR MORE INFO.
@ EACH STUD
ENDJACK
1 T-01" MAX.
CORNERJACK
z
0
HIP FRAMING REFERENCE PLAN
z
I
20'-0" MAX 20'-O"MAX
'X" BRACE SEE DET. J/S5 r- CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
Q q
'416
I�AI�111
11
-
M
lin-
I
III
1111111
M
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2)7 BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI 1-03
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
� a:
2 �_
TOP & BOTTOM CHORD
GABLE END BRACING @
4'-O"O.C. MAX. FOR
FIRST (4) ROWS Of: TRUSSES
SCALE: N.T.S.
2X4 BRACING @ 48' O.C. CONTINUOUS
TO FIXED LOCATION ATTACHED W1
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
a
0
Z
<
Q)
V) QD
Q)
4--J
M
U
LU
0
U1
Ln
E
0
I M.
rn
0
LU
8
,-
0 v)
gt
LL
CL 0
< &19
I
01
N*C B D-C
a
D
Itt
%
un,
a..
Ig
J
U.
1M -.1'r
v 75 C--;
0
z
LLW
Z:e
k
OF Llf
—
a%N
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 5 h Edition (2014) Residential. Engineer's signature
and se�.tl is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
Z r-4
0 (v r-,
(A Fri
z
%.
4-J
U) (0 In
'a
0
4) — In
L_ LL
z
M
CL
z E N-0
z
LU
W
._j a
65 ZO
Uj Z W1
i � CL
CO x
8 00
0 z >. < L)
CL
z
z z
z
W-
V-4
C)
fy)
CD
T-4
r"..
Ln
Ln
0
z
1500M
r- ul 2d 2
0 6!i
z
ED
z
LU
<�
ffizi
V)
8
>7
-I
r*4
6z�
CD
V..,
I -W U.1
o
z
LU
>
a .
�-
0
z
z
-j
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FFLORES
VERSION NO.
15v25
JOB NO: 17-4135
SHEET NO.
S5
12
INSULATION BAFFLE
INSULATION PER
CHART ON FLOOR
PLAN
5/8" OR 1/2" HIGH STRENGTH CEILING
BOARD PER CODE W/ 13/8' DRYWALL
NAILS OR DRYWALL SCREWS 7"O/C
CEILING & 8"O/C WALLS
1/2'GYP WB
DOUBLE 2x S.P.F. TOP PLATE
(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >4:12
.(21 LAYERS TYPE I OR TYPE I 1 (#15 OR #30) UNDERLAYMENT FOR
ROO�PITZH 4:12 OR LESS.
<
PRE ENGINEERED
WOOD TRUSS @ 24' HURRICANE ANCHOR @ EACH TRUSS
O.C. MAX. -ROOFING (SHINGLES)
FOR UNDERILAYMENT
-SHINGLEROOF REQUIREMENTS SEE R905.
15/32"CDX PLYWOOD OR 7/16"
O.S.B. (SEE ROOF NAILING
SCHEDULE ON SHT SN1)
UMINUM DRIP EDGE
ALUMINUM FASCIA
2X SUB FASCIA
SEE SOFFIT SHEET
ATTACHED WALL SHEATHING TO
(2) TOP PLATE W/ 8d @ 4-
O.C., 2 ROWS
1X2 NAILER
PLYWOOD SHEATHING
_j
_j
2X BLOCKING @ EA. WALL
=
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT
co
FOR MORE INFO
116"O.C. 2X S.P.F. STUDS
0 W
13 x
W/ (4) 16d TOENAILS TO TOP PLATE
0 co
7/8"CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"OVER
2X BOT. PLATE W/ (2) 10d @ 6' O.C.
METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od
U
ILL W
LAYER 1/8"THICK.
COMMON @ 6' O/C EDGES AND 12' O.C. FIELD
=
INSULATION PER
1/2"GYP. WB OR 3/8"PLYWOOD/ TYPE 2-M-W OSB
�HART ON FLOOR PLAN
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6' O/C
TOONE SIDE OF THE FLOOR TRUSS FORAN AREA 11000S(.
R
!9-FT, OF FLOOR AREA & SEALED PENATRATION AREA W/
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED
S6 A S6
SPACE INTO APPROX. EQUAL AREAS.
FLOOR SYSTEM
ETAL SEAT
"_0
ER PLAN 0
R FELT
PAPER FOR
MOISTURE
BARRIER
110HIGH STRENGTH OR 5/8' GYP WB (OR 518-
GYP. TYPE 'X" @ GARAGE ONLY) W1 13/8'
DRYWALL NAILS OR DRYWALL SCREWS 7"O/C
CEILING & 8! OIC WALLS
1/2' GYP WB
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LAP SHEATHING TO BOTTOM
OF BAND JOIST TYPICAL
Ix WD FURRING @ 24"O.C:
rm
m
iii
STD. 90 HOOK (SEE DETAIL)
8"x8"X16"CONC. KNOCKOUT
BILK. W/11#5 ROD CONT. FILLED
SOLID W/GROUT
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
C0
W
a--
L) 4"X4" INSPECTION PORT AT
Ix
=1
(L EACH FILL CELL TYPICAL
LU
co
AT GARAGE CONTRACTOR
U7
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
NOTE: EXTEND DECO FINISH
410 6" BELOW GRADE
-INISH GRADE
;0
`--STD.90*HOOK
(SEE DETAIL)
(3) # 5 REBAR ON 3- CHAIR
W/3"MIN. CLEARANCE
TYP 2-STORY WALL SECTION
SCALE: 3/4"=V-0" S6
USP LSTA24 STRAP W/ 8-10d x 1 1/2"NAILS TO STUD
'END SHEATHING TO
IF BEAM OR GIRDER
,TE W/
O.C.
)OR TRUSSNOIST
2ND FLOOR FRAME CONNECTION
SEE JIS-6 FOR ADDITIONAL INFORMATION.
USP LSTA24 STRAP W/ 8-1 Od x 1-1 /2"
NAILS TO STUD & 8-10d x 1-1/2"TO
BAND JOIST @ EA. STUD
2nd FLOOR WALL-----
BAND JOIST ---------
"USP MP4F @ 24'
ox. w/ 12-8d NAILS
1 St FLOOR WALL
SCALE: N.T.S.
2"x BOT. PLATE W/
(2) 10d @ 6' O.C.
NOTES: USE
MP4F & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
TO S UD & 8-10d x 1 1/2"TO BAND JOIST @
EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1 ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
2"x4" PANEL BLOCKING @ 48- O/C
FOR THE FIRST 8'-0" OF END
WALL FROM EA. END. (TYP.) TOP &
SCALE: N.T.S.
SPACER
BLOCKS
E
S6
"TO CORNER
TYPICAL 'IT" AND CORNER
DETAILS rN
SCALE: N.T.S.
� �6
BOTTOM CHORD ATTACHED W/ (2)
2ND FLOOR FRAMING - SEE
16d TOE NAILS
SECTION J/S6
DECKING
ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4- O/C, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
FLOOR TRUSS
SEE FRAMING
WEEP SCREED
PLAN .� I 1� i
INSTALLED PER MANUF.
2*x4" CROSS BRAC E @ 48'
USP HTA20 @ 24" O.C. W/
O/C FOR THE 1ST 2'-0" OF
10-1 Od X 11/2" NAILS INTO
END WALL W1 (2)1 0dX3 @
BLOCKING TRUSS& MIN. 4"
END INTO 2mx4" BLOCKING
EMBEDMENT IN CONC.
2ND FLOOR FRAME CONNECTION
R
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" ��S 6
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS@ 16"O.C.
2"x BOT. PLATE W/ -
O.C.
(2) 10d @ 6
4
PRE-ENGINEERED
FLOOR TRUSSES
FLOOR CONNECTION
@ MASONRY 1 ST FLR. SEE J/S6
FOR ADDITIONAL INFORMATION.
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4' O.C., 2 ROWS STAGGERED
NAILS INTO EA. FLOOR TRUSS
2X4 RIBBONS, EACH W/ 4-16d
WEEP SCREED
INSTALLED PER. MANUF.
-USP HTA20 @ EA. TRUSS
W/ 10 - 1 Od x 11/2" NAILS INTO FLOOR
TRUSS & MIN. 4"EMBEDMENT IN
KO BLOCK
I -On
SCALE: 3/4"=1
RIBBONS
DETAIL (FLOOR TRUSS)
SCALE: 1 1/2"=V-0"
NOTE:
SEE TYPICAL WALL SECTION
SEE SHEATHING
SPECS ON FLOOR
C/S3 FOR ADDITIONAL
INFORMATION
1/2' GYP. W.B. MIN. @
E SIDE IF APPLICABLE
(1) ROW OF 2X BLOCKING @ MID
HGT. FOR WALL HGT. < 8'-T. (2)
5/8"DIA. x 1 0""J" BOLT W/ 8"
ROWS OF 2X BLOCKING @ 3rd PTS
EMBEDMENT @ 24' O.C. W/
FOR WALL HGT. > V-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
6 x 6 W1.4 x W1.4
I
WWF OR FIBERMESH
I F I
. . . .
. . .. . ..--7!- -.-T 4.
.1
A'
(3) #5
CONT. ON 3"
8" CHAIR W/ 3"MIN.
I CLEARANCE
INTERIOR 2-STORY FRAME SECTION S
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=V-0"
ADDITIONAL SLAB INFORMATION.
Tv
15W OSS
EXPOSURE 1
SHEATHING
PROVIDE
11 11
BLOCKINGAS
REQUIRED PER
SECTION X-X IF
11
NOT FULL
HEIGHT SHEET
- -
r �7L-
_jGOOR SYST
I _
- - - - - -
(2)- 2x TOP PLATE
BEYOND
-IT
-F= - - - - - - - - -
_Ir__Tr rr -
-- 1 W3r OSS
I
EXPOSURE1
SHEATHING Lu
W
SOLID 2x
a
BLOCKING @ ALL
C
SHEATHING In
EDGES (SEE
OPENING
OPENING
. -U-C
SECTION X-X)
q:
111
C
x
m6w
-
x
E
11 11 1
11
_2xSTUDS Lu
W
r-n
r T1- -Irr-
_lr_f
m
BEYOND U)
SEE PLAN
::i
0
1_11 1
LI t
- - .11
. _L _ _j
L__a_
.
'\-2;4 P.T. BASE
2x RIBBON OR VERTICAL \__(D__jH0RIZ0NTAL PLATEBEYOND
BLOCKING SEE PLAN
BETWEEN FLOOR WALL SHEATHING
SYSTEM
WALL ELEVATION DIAGRAM
4 FT.
--------------
---------------
I
01
1
1
I
-----------------------------------------
5 FT.1 4 FT.
Q
5 FT. 4 FT.
F--------------------------
1
1
---------------------
4 FT.
C2
-------------- /I
4 FT.
1
2
2
(D
0 2
FT.
4 F
T
Q
0 0
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.)
ROOF NAILING SCHEDULE:
NAILING ZONES (SHINGLE AND TILE)
ZONE 1: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND r O.0 IN FIELD
ZONE 2: 8d RING SHANK NAILS @ 61 O.C. ON EDGE AND 61 O.0 IN FIELD
ZONE 3 8d RING SHANK NAILS @ 4- D.C. ON EDGE AND 4- O.0 IN FIELD
(NOTE: IF 5V PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING
SHANK NAILS)
NOTE:
ROOF SHEATHING: (APA RATED EXPOSURE 1) 10 PLYWOOD
(TILE) OR 7/10' OSIB MIN. (SHINGLES) SPAN RATED 24/16
SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH
PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO
STUD AND OR BLOCKING AT ALL EDGES.
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*
1
3/8" "S"= NAIL 3/8"
SPACING
3/4 S 1/2"
S 1/2"
r 1/2"
_�_ S
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
NAIL AT BASE 2 ROWS @ 4- O.C. W/8d COMMON NAIL
NAIL AT TOP PLATE TWO ROWS @ 4" O.C, W/8d COMMON NAIL
@ NAIL OPENING PERIMETER @ 3- O.C. W/8d COMMON NAIL
@ NAIL INT. AT 3- O.C. W/8d COMMON NAIL
STAGGER ALL VERT. JOINTS & NAIL @ 4' O.C.
W18d COMMON NAIL
SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER
W1 8d COMMON NAILS @ 4- D.C.
(2) 8d NAILS @ 3' D.C. TO EACH TRUSS END OR @ VERTICAL
MEMBER IF GABLE END
NOTE:
Bd NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 110
DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/r.
AT ALL PANEL BLOCKING
LOCATIONS MIN 2 X 4 #2 SPF
TURNED VERTICAL W/ 7/16"
OSS FLITCH PLATE TO W/ (2)
12d TOENAILS EA. END. NAIL
FLITCH PLATE TO VERTICAL
W1 (4) 8d NAILS
2) 8d NAILS
3- D.C.
WALL SHEATHING INSTALL.
2
L
F
� �6 &NAILING SCHED.
k4l
4 FT
0
LLI
9
Lu
a -=,, W 8
U)
Lq LL cc
-
0 U)
V) 2 ir
9 U) LU
C4
LL LL
. z-_
2-ROWS 12d NAILS
STAGGERED @ 12- O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12' O/C FOR
10" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2X HEADER SEE PLAN
\-INTERIOR HEADER
BOX HEADER
(1) 2X SILL PLATE W/ (2)
ONLY
12d TOENAILS.
EXTERIOR HEADERS
(1) 2X SILL PLATE W/ (2)
12d TOENAILS. OPENING
LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS
EACH SIDE
SEE PLAN FOR REQUIRED --
CONNECTIONS
LOAD BEAR I NG/EXTERIOR FRAME
WALL HEADER DETAIL
(2) ROWS OF 2x BLOCKING
@ THIRD POINTS
5/8"DIA. x 1 0""J" BOLT W/ 8"
EMBEDMENT @ 24' O.C. W/
2"DIA-X 3/16" PLATE WASHER
(MIN. SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN.\
SLAB W/ 6X6 W1.4XW1.4
WWF OR FIBERMESH
I . : i
E 4
_z I -A
M
(3)#5REBARON3'CHA1R----j4'j
W/3"MIN. CLEARANCE
ALTERNATE FOOTING
@ WOOD 1ST 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"x4"WALL
2"x6"WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EAEND
EAEND
EAEND
EAEND
11-4
(1)
(2)
(1)
(2)
(1) USP LSTA30
4'-9-
(2)
(3)
(2)
(2)
(1) USP LSTA30
9'-16'
1-11
(3)
(2)
(3)
(2) USP LSTA30
PLYWOOD SHEATHING
NAILED PER NAILING SCHEDULE SEE
DETAIL C/S6 FOR MORE INFO
-2X STUDS @ 16' O/C
7/8"STUICCO 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.
;0
FINISH GRADE
SCALE: 3/4"=V-0"
V_
S6
(D LO
z
z
<
ML mi
-
z
Cz
V) 0
4-d LLJ
U
0 LU
_(D_(n =
L/) =)
E
§ m
C)
.2 0
CO t-
o ;I
2 2)
1,. E
8
x m
- 04
000
- r
:E; U_ Go
Cm
J) .2
0.0
< 0
cm
to
A I
8 Do
N C*"",C
If
x
-
F
C14
0
U.
-:2 9- A
0 t- � - '.
.2 CP
0 F E
v,.
To the best of the Engin;WKWAQQ4�1*6' tion,and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
z 11714
0
4.j 0
0 N
z
W - Ln
L
a U_
. rv)
M _4
00
z E
WLLJ
z m
_j C)
�& Z
13.0
Uj a.
� Ix
00
0
it
� <
Z Z I,_; Z
Z
8 4 W
LU IN
zo
§
v__I
N
I
Ln
04
N
Ln
PIE
0
`0
IY-
<
z
<
CL
0
,r- .
Z gF3 to!j
m
(F
z
LU
UJI UJ 0
8 15
-4
C,4
5 a
§ffi
oz�
0
m
LU
z
CD
Lu
>
0
z
15
SCALE AS NOTED
E 12/7/2012
TECH:
FFLORES
VERSION
NO.
15m25
JOB NO: 17-4135
SHEET NO.
S6
(MONO)
ALL STAIR STRINGERS
AND TREADS TO BE
#2 SYP (MIN.)
THREADS, RISERS, AND
3/4" PLYWOOD NOT
SHOWN IN DETAIL FOR
CLARITY
ALL WOOD TO WOOD
CONNECTIONS TO BE
GLUED (PL 200) AND
NAILED (MIN. (2)16d).
13/4x 11
JVL
2x4 UNDER STRINGER -
GLUED AND NAILED TO
LANDING
2X4 UNDER STRINGER GLUED AND
NAILED TO LANDING BLOCKING
D
2X4 PT NOTCH —
INTO STRINGER
H D-
--2x8 BLOCKING FOR STRAP
L-1x4 blocking
20" FLAT STRAP NAILED TO RISER AND
THEN WRAPPED AROUND STUD (USP
MTW12)
PLAN VIEW
SCALE: 1 --O-�
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
JOIST
M111=#1
SYP
2X8 SYP
2x8
SYP
FAI
STRINGER MUST MA
CONTACT WITH LANI
2x4 CUT C- ----
DOES NOT BEAR IN
WALL GLUED TO
2x8
F
PT NOTCHED INTO STRINGER -
D NAILED TO FLOOR WITH GLUE
STRINGER CONTACT POINTS
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
2X4 CUT ON BEVEL
DOES NOT BEAR IN
WALL
SCALE: 1 V-0"
2X4 PT NOTCHED IN
AND NAILED TO FL(
AT STRINGER CON'
SECTION VIEW "D11
SCALE: 1 l'-O"
FILLER STRIPS ADDED ------ PLYWOOD
GLUED & SCREWED TO
PLYWOOD DECKING
2x SYP CUT TO FIT
BEARS IN WALL
--2xl2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 V-0"
SECTION D-D
—3/4 PLYWOOD
3/4" RISER CUT TO FIT
lo
ON DECK
MAINTAIN BETWEEN T'
lo
"-2x8
AND�'GAPTOPAND
oo
SYP GLUED
BOTTOM, GLUED AND
2x4 syp
AND NAILED TO
NAILED TO STRINGER
blocking for
o',
FRAMING
strap (Q
----
2x4 DRAFT 2x12
M
STOP TREAD
2x12 TREAD
GLUED
GLUED AND
AND
NAILED--\
NAILEC
2X4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE44
STRINGER CONTACT
POINTS
X8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
N
2*4 BLOCK IN KNEEWALL FOR 2x12 NAILING
LUI
X4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
^H SECTION VIEW
"� j- SCALE: J, = v-0"
2X4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE-A-T
STRINGER CONTACT
POINTS
SCALE: 1 V-0"
rx8 SYP DRYWALL STOP MUST
.NOT TOUCH STRINGERS
3LUED AND NAILED TO STRINGER
DRYWALL SPACING
ALIGN THIS STUD WITH
FACE OF 2ND RISER
2x4 SYP BLOCKING
FOR STRAP
RISER
(USP MTW12) BEHIND
SECTION VIEW "B"
SECTION VIEW "Ell
SCALE: 1"= 11-0"-
%SECTION VIEW
SCALE: �, = v-0,;
-3/4 PLY\N
ON DECX
--2x8 SYF
AND N1
FRAMIN
DRAF'
STOP
2X4 BLOC14
SCALE: 1 V-0"
�R
3/4" RISER CUT TO FIT
MAINTAIN BETWEEN -41-
AND �'GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
1X4 GLUED AND NAILED TO STRINGER STRAP GLUED TO
2X4 DRAFT RISER AND TREAD
STOP
2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
BLOCKING FOR 2x12
PT UNDER 2x12
C
ATTACH ALL COMPONENTS
OF STAIR TO CONC. W/ j- X
2 T'TAPCONS @ MAX. 32" O.C.
GLUED AND NAILED TO STRINGER
)RAFT
P
SYP DRYWALL STOP
ST NOT TOUCH
RINGERS
G
4 BLOCKING FOR 2x12
4 PT UNDER 2x12
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
STRINGER SIDE) TO BOTTOM EDGE OF 2x12
[STRINGER
TOP OF
STRINGER
--Lg:=PROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
) LN[b
OF STAIR TO CONC. W/ J" x
2 t'TAPCONS @ MAX. 32" O.C.
—1x4GLUEDAND
NAILED TO STRINGER
VIC11
SECTION VIEW
SCALE: 1"= V-0"
CONN. TO BOTTOM
OF NEWEL POST
PER CONTRACTOR
PROVIDE SOLID BLOCKING
FLOOR GIRDER
BELOW ALL NEWEL POST
2X4 CUT ON OR 1 x 16" VL
BEVELGLUED7---' FROM JOIST TO JOIST. USE
AND NAILED TO 2 X 12 BLOCKS, GLUED AND
LVL NAILED TO JOIST.
SECTION VIEW "G1,
SCALE: 1 V-0"
NEWEL POST LET INTO
THE BLOCK
PROVIDE
BLOCKING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
TRUSSES
NEWEL POST
BLOCKING
-
SCALE: 1"=11-0.1
0 1 MIM UUINO I MUU I IUIN UM I AILO
(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED
JOINT
- TO
)ISTS)
NAILED AND
TOP PLATE
qTO RIM BAND,
ID NAILED TO
NALL BELOW
JOINT
- TO
)ISTS)
2X
USP
ECTION VIEW 111-111
SCALE: 1 V-0.1
Ln
Z
z
Cl-
z
Cz
V) (D
Q)
C—/)
4--J U-j
0
—
0 LU
Lh
Lh
=20-
E
tn 1-
7; P1
0 C,
E
C M M
2 :,0 Q,
02"
15)
g U- Go
co
100
A I
a, D.
N-C-E - D- - C
/
/__
c"
C;
C; CM
Go
F,-. d
z
7
F." , 1 Pa"', c)
E qkt
41 ME -
a
11
C;v
r FE5 11�5
El
To the bes f th I Vxrmati n, and
belief, the stoructural p a MUL"boIns contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and seal is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
z C14
0 (v N
P-4 ;tj CD
(n D
V)
z
0. U)
0
z
U-
M,
0.00
<
z E
Uj
W
z
ROO
>Z � z
I
-z
: Z6,
8
T-A
0�
iii
Mno
0
ro
z
�2 �j
i
CD
Ln
(114
r4
Ln
0-3.
f
MR
0
Z
0
-
�q
91TU-8i
Z
Uj
CL
-
!SISS'
4 Uj <
—j
8z
0
� r- 8
-q
5 1 0
ox Zj
cf)
0
V..q
!� uj
CD
u-
z
LU
>
Z
z
0
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: FFLORES
VERSION NO.
1525
JOB NO: 17-4135
SHEET NO.
ST
1X4 1/2" DRYWALL
DOOR JAMB (REFER 1X4 /2"DRYWALL DOOR JAMB (REFER
I X 1/2"DRYWALL
I AP4F
UNACCEPTABLE INSTALLTION
DOOR JAMB (REFER--� P.T. F
TO SHT. SDW2-K1 E
TO SHT. SDW2-K1 TO SHT. SDW2-Kl
FOR CONN. DETAILS
MAX. 8" DO NOT DO THIS
PROPER INSTALLATION
2'x BOT. PLATE W/ (2) 10d @ 6- O.C.
FOR CONN. DETAILS
FOR CONN. DETAILS
X 4
1 X 4
#5 REBAR (rYP,)
3/4"PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
X 4
3-1/4" LONG X 3/16"0 FURRING
3/16"0 X 3" LONG FURRING 3/16-0 X 3-1/2" LONG
TAPCONS
F
FURRING
#5 REBAR
(TYPI)
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
2X BOTTOM PLATE W/ 8d @ 4'
/ O.C., 2 ROWS STAGGERED
TAPCON. INTO
TAPCONS STAGGERED
STAGGERED @ 16'
2X8
BLOCK@ SPACING
1 DETAIL
r,
11
O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C.
2-ROWS INTO
2
1X8
PER MANUFACTURE
MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL
.
STD. 90A
D. 90' HOOK (TYP.)
2x BAND JOIST W/ FACE NAIL 1 Old
@ TOP & BTTM CHORD, AND (8)
1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T.
FILL SOLID ... .
BOTH CELLS
HOOK "P.)
FACE NAILS 10d @ TRUSS VERT.
MB
3/16"x 3 -1/2"
TA P N
TAPCON @ 16'
CO
]OIL L>
METAL SEAT PLATE
C 4 FR
O.C. & 4"FROM
0
1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER
1X4 Fl/2" DRYWALL
A-
L:jlz
NOTE:
LAP SHEATHING TO
H END W
DOOR JAMB (REFER EACH END W/ MIN.
K FOR
DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR
BOTTOM OF BAND
6EA IS7
2 EDGED
TO SHT. SDW2-K1 2" EDGE DIST.
TO BHT. SDW2-Kl CONN. DETAIL
J0
FOR CONN. DETAILS
FOR CONN. DETAILS 10d @ 12"O.C.
2. 0 C
1X4
I
FURRING
'900
2X8 P.T. WITH 3/16"0 X 3"
16"" X
t2m
NOTC @ FIRST COURSE
NOTC @ FIRST COURSE
USP HGAM10 @ 12- O.C. w/4-SDS
'S
L 2X8 P.T. LONG TAPCONS
2X8
L
1/4xl 1/2" SCREWS INTO BAND
2x P.T. AS REQ'1D
T
STAGGERED @ 16"O.C.
JOIST & (4) 3/16'xl-3/4' WEDGE
2x DETAIL
2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL
NOTCH WEB AT THE
FIRST
BOLTS INTO K.O. BLOCK
t5 A
2 COURSES
BUILDOUT OVER SIZE DOOR
-WINDOW ROUGH OPENINGS _,N'111
rc C IN
\_
FILLED CELL PER
PL
FOUNDATION PLAN FILLED CELL INSTALLATION
le H
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S.
�s
SCALE: N.T.S.
� �S
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
- mo SECTION
A -A
UPLIFT CAPACITY = 945 # FOR 1 STRAP
W/ 1/4"x 3 1/4" TAIRCON ( 11/4" MIN.
= 1890 # FOR 2 STRAPS
FILL I st 4 COURSES
EMBEDMENT INTO BLK.) 1/4" MAX
7-011
8"
1 -PLY PRE-ENGINEERED TRUSS
SOLID W/GROUT
ir
1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
1/4"x3l/4"TAPCONS
USP RT1 6M W/ (8) NAII 1 NAILS & (6) T' x 2k
BLOCK HEADER ARCH BLKG. & BUCK ... .. .. ....
TAPCONS
1/2" DRYWALL
(IF TRUSS IS 2 PLY INSTALL USP HTWM 16 W/ (6)
1 Od NAILS x 1? NAiLS AND
8d NAILS AT 8" O.C. AT BUCK
—LEAVE A CUT OUT IN O.S.B. ON THE
(4) t'X 1 r WEDGE BOLTS (1) STRAP 1225
2 x 8 451 DIAGONAL (4) 10d NAILS INTO
I N To
BRACE(S)
INSIDE TO ALLOW FOR INSULATION
(2) STRAPS 2450#])
BLKG
2 x 8 BRACE/ BLKG.
7/16"OSB
TO BE INSTALLED
BOND BEAM OR CAST
FOR OVERHANGS BETWEEN OVER 1
iOLEIN S B - FOR
BUILT UP PLWD. BUCK ARCH CUT HOLE IN O.S.B. FOR
PANEL
Oi IS
POLY -CELL IN TH4iS AREA
2 x 8 45 DIAGONAL BRACE AT EA.
IN PLACE BEAM
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
SCRIBE (NOTCH)
FACE OF ARCH W/ (3) 1 Od NAILS
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
AT EA. END
RETROFIT TRUSS DETAIL
OVERHANG—...,
CONNECT W/ 8d NAILS BRACE/ BLKG.
\_2
N.T.S.
INSTALL WDW. SCREW ANCHOR-/ x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN
ARCH FACES W (4) 10d NAILS THRU OSS INTO 2 x 8
RETROFIT WALL OVERHANG DETAIL
(NTS)
INTO ARCH BLKG. PER 4" MIN. OF BRACE
A
2 X 4 #2 SYP SCAB TO SIDE OF
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 11r
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.
START OF ARC
IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR REO'D.
4'MAX. RAD.
SCREWS @ 16' O.C. MAX. OR IF MASONRY
-rov (2) 10d NAILS @ 8" O.C.
4
ARCH DETAIL
WALL USE (3) 1/4' X 3 1/2' TAPCONS AT 16'
'ej TO TRUSS TOP CHORD
SCALE: N.T.S.
SS
O.C. 12
+
+ + r/y PLYWOOD SHEATHING
V-0" L F-O"
JACK TRUSS PROVIDED BY
+ +
TRUSS COMPANY OR P
2x6 #2 SYP @ 24' O.C.
+ +
+
INISH FLOQ
2 x 8 BUCK - CONNECT TO BLOCK
SECTION
+ + BLOCKING AS
WITH 1/4" x 3 1/4"TAPCON (11/4" MIN
B-B
ROOF SHEATHING ATTACHED
+ REQUIRED
EMBEDME'NT INTO
/4"MAX
PER NAILING SCHEDULE LL
TO SUPPORT
TRUSS +
#5 BAR
BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH
7-0" 8-1
(5) -12d NAILS
I— T +
+ SOFFIT
1.0.
1-:IN
CENTERED W/
BLKG. & BUCK
2X6 TO 2X4 USP RT3A
2X4 SYP
9NT
TOP
I X 4 FURRING
EACH TRUSS
KNOCKOUT/ ZN
CHAIR BLOCK
8d NAILS @ 8' O.C. AT BUCK
2 x 8 VERT. W/ (2) 10d
CONNECTOR
%
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE BTWN,,
PROVIDE (2) MIN.
PROVIDE 2x
CONT. W1 (3)
MONOFOOT
_! 1 —
E
VERT. BRACES WHEN HGT. OF `-
TAPCON AT EA. SIDE
12d NAILS
SEE LINTEL
SIZE AND REINF. PER PLAN
BRACE EXCEEDS 24"
BUCK - (1) WITHIN 4'
JACK TRUSS PROVIDED BY--/
SCHED.
AND SECTION DETAILS
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
TRUSS COMPANY OR 2x4
2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24' O.C.
bENTER SOFTIT
CLEAN FILL
DIRT
TO BE INSTALLED
BUILT UP PLWD. BUCK -
4'-T MAX SEE PLAN
PRECAST LINTEL
STANDARD
SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
SEE ELEVATION
#5 BAR IN 90r
HOOK 04
TO FIT ARCH CONNECT W/
START OF ARC
IF TRUSSES USED) W/ (2) #6 X 4Y.' WOOD
FOR OVER HANG
FILLED CEL
8d NAILS `--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
4'MAX. RAD.
SCREWS @ 16' O.C. MAX. OR IF MASONRY
(MAX. 4'41
1 -1 v L
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
WALL USE (2) 1/4' X 3 1/2' TAPCONS AT 16'
L L
INSTALL WDW, SCRE THRU OSS INTO 2 x 8
O.C.
vk
ANCHOR INTO ARCH BLKG.
rK
STEMWALL FOOTING SIZE AND
PER INSTALLATION DETAILS 13-13 ARCH DETAIL
SECTION @ ENTRY rL_��
SECTION @ ROOF EXTENSION
REINF. PERLAN AND STEMWALL
SCALE: N.T.S.
� �s
SCALE: 3/4"= V-0"
1\ �s
SCALE: 3/4"= V-0"
\Ilis�
MONO TO STEMWALL FOOTING
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.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
MASONRY WALL. SEE PLAN FOR
EXISTING BOND BEAM.
REINFORCING. PROVIDE LOWER
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS
HOOKED DOWEL
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
SEE SHEET D2 AND
DRILL 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
WHERE THIS CONDITION
STUDS & (1) - 5/8' DIA. ALL
#5X61 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 "SE-r EPDXY MIN.
>_
Ix EXISTING BOND BEAM
z
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
COVER 61-0"
5" EMBEDMENT & 3" MIN.
0
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OT HER
/--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
Uj _j A
REINFORCING AS FOLLOWS:
• PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
a.
• PRESS PANEL REINFORCING INTO PLACE.
5XVEMBEDDED INTO
6" MIN. LAP SPLICE W/
JI
3.1 EXISTING FOOTING
245XVIN CONC.
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
FILLED CELL
SMOOTH. DO NO FURROW.
C4
DRILL 3/4"X6!'MIN. HOLE
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
G DE
SET BAR IN EPDXY
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
NOTE:
C%j
M
REMAIN FREE OF MORTAR.
2! /
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
.. *
& �
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
;4" SAW CUT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
"\—(2) #5 REBAR. MIN. 3"
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16"MIN. 00, COVER EA. WAY
K�A
SECTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
�Jj
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 MAYBE 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.
0
Z co
—8
ZCD
z
<
z
Ln (D
Q)
C—n
4--J LU
Q)
0 LU
Lh CL,
C)
N
E
8
a
0 `0 C,
gt
LL
< COM
0
-A
8D
N C-B-D-C
0
-W
it
L
-4
W_ 6 1 w v -
al -26
iEo
CIZ
Im . C%j
0 F sl
To the best of the Engineer'; 6wlecVe:i�forrnation, 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.
o
0
z r4
0 a) r-,
4.J
z
m Ln
�5
(1) — Ln
LL
Z
Cn
M T-1
CL 00
z E
z
Uj FT
W
0 Z
65
z
in 0
ro- Q
M
!Exz Pz
m2, -zW
Nffl -,
8
cm
z 0
U)
11744
C114
Ln
0
0
Z
or 0 Z
Z39—
[2
z
Lu
LU U., 0 00
Uj < 6
=
_j
162
0 Z!�
Was
>02
CD
I.,
W
(D
re)
z
UJI
>
0
Z
:5
z
"
_j
0-
SCALE : AS NOTED
PLOT DATE 12/7/2012
TECH: FLORES
VERSION NO.
15 n 25_
JOB NO: 17-4135
SHEET NO.
SS
I Aj-
*DIAGONAL SPACED
AT 16-0" O.C. MAX
--------------------------
CONTINUOUS LATERAL BRACING -
NAIL OVER X-BRACE AS SHOWN -
INSTALL BLKG. AT TRUSS WEBS
FOR NAILING
CROSS BRACING DETAIL (TYP.)
SCALE: 1/2"= V-0"
TRUSS NOTES:
CONV. FRAMED RIDGE
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSVTPl-2002
MAY BE NAILED
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
W/ MIN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE
IT LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
PRE-ENG. TRUSS
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-01,
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.
-----/-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
A-\ VARIES W/
9V ROOF SLOPE
2X4 CONT. W/ (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
-TRUSS OR
ROOF SYSTEM
SHEAR TRANSFER
LL
EXTERIOR. WA
SCALE: 3/4" = V-0"
CB
BLOCKING
X-BRACING - 2x4 SPF OR SYP
W/ 2-16d @ EACH TRUSS WEB
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
W/ (14) - I Od X 1 1/2" EACH
TB
7 PRE-ENG. TRUSS z
i --t
CONT. ROOF SHEATHING AT TRUSS TOP
CHORD AT ALL HAND FRAMED AREAS TYP.
DIAGONAL
AT 8'-0"
MAX
TRUSS
e,,,-ROOF
SEE
P LA N SHEATHING
A
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
'D
TOP CHORD WHEN REQ
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING ACK
MAX 24" SPAN (EITHER HIP
SIDE OR BOTH IF REQ D) G.T
(2) 12D NAILS
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE: 1/2"=V-0"
VERTICAL SCAB
2 x 6 #2 SPF 48" O.C.
W/ (4) 1 Od TOP&
BOTTOM OR USP RT7
OR HCLR/LL W/ 8 - 8d
IN PLACE OF (4) 10d
COLLAR TIE
EVERY 3rd
RAFTER
2X4 SPF 2
(2) #7X 3-1/2" WOOD
SCREW EACH TRUSS
OR USP RT7 @ 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2x6 RAFTERS FOR SPANS 4FT TO 8FT
2X4 RAFTERS FOR SPANS LESS THAN
4FT @ 2'-0"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
SCALE: 1/2"= V-0"
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
3
2
USP SPT24 TOP AND
BOT. W/ 12 10d NAILS
@ EACH STUD
MIN. 2 x 4 SPF
@ 16" O.C.
(2) USP LSTA30 W/
(11) 1 Od TO PLATE &
(1 1)10d TO COLUMN
TOP OF
TRANSOM
SEE PLAN
TOP OF
WALL SEE
PLAN
IF REQ'D USP SPT22 W/
(10) 1 Od NAILS @ BOT
AND SIMPSON SP2 W/
12-10d NAILS@ SILL
M IN. 2X4 P.T. W/ %"X3"
TAPCONS @ 6" O.C. IN
MASONRY OR 10d NAILS
@ 6" O.C. IN WOOD.
MIN. 2X4 #2 SYP BASE PLATE
W/ �'ANCHOR BOLTS @ 16"
O.C. & 3" FROM EACH END
2 2
BUCK ATTACHED
2 ROWS 8d @ 6" O.C. _\
NOTE THE SHEAR WALL FRAMING DOES NOT EXTEND
8d NAILS @ 6" O.C.
ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING
LE
TO BLOCKING
(2) 12d NAILS TO
x ROOF OR FLOOR
R 0 0 I
BLOCKING EACH
E'
SHEATHING
S H
END
2X4 BLOCKING AT
Syl
(2) SYP#2 TOP PLATE
EA. ROOF PANEL
JZ(2)
JOINT Ai C.
__4E'O
MAX
LSTA 30 EACH SIDE
TRUSSES
@ E
@ EACH END OF
WALL
WALL
2 P TUD
@ 16" O.C. WA L SEE C/S3 FOR
SET BACK 2" PER
ADD'L INFO.
DETAIL C/S3
EE PLAN FOR DIM.
_A
SEE FND. PLAN
FOR FOOTING
LAN
4G
"Ik
SPECS.
INTERIOR SHEARWALL @ TRUSSES
WALL TO TRUSS
STEP-DOWN,
SCALE: 1/2"= V-0"
FOR WALL BETWEEN
ROOF SYSTEM MIN. (2) 2X4
SPFTOP
PLATE
U SP LSTA30 W1 (11)
1 Od TO PLATE &
(11)1 Od TO COLUMN
USP M34 W/ (12) 8d X 1 112
NAILS @ TOP & BOTTOM
OF HEADER (REQ'D IF
OPENING LARGER THAN
4--0")
4X4 MIN. OR BUILT-UP
COLUMN EA. 2X4 NAILED
W/10d @ 8" O.C.
(2) USP MSTAM36 STRAPS
CENTERED W/ (13) 1 Od
NAILS AND (8) 1/4 x 2 1/4
TAPCONS.
DOUBLE 2X4 W1 USP
MP34 @ TOP & BOTTOM
USP M P34 W/ (12) 8dxl 1/2
NAILS AS REQ'D
(REQ'D IF OPENING
LARGER THAN 4'-0")
'OPTIONAL FRAMING TO BE
MIN. 2X4 SPF UNLESS
OTHERWISE NOTED. SEE
ELEV. FOR TRANSOM
LOCATION
PER PLAN
LINTELS AT ENTRY DOOR w/TRANSOM
(2) 2X4 SPF (2) U SP LSTA30 W/ (11) 1 Od
TOP PLATE TO TOP PLATE & (11) 10d
7�7 TO STUD
EXTERIOR SHEATHING
I -
ATTACHED PER
GIRDER OR BEAM
2X4 STUDS W/ USP NAILING SCHEDULE SEE FL. PLAN FOR
SPT22 @ BASE SEE
GIRDER SPEC.
J/S6 FOR MORE 0
INFO.
0
BUILT-UP COLUMN
WITH 4X4 OR (2)2x4
//-2x4 BASE PLATE W/
OVER /UNDER GIRDER.
USP LSTA30 OR (4)16dEA.SIDE- NAIL W/1 Od @ 8" O.C.
MTW12 TO FLOOR
OF THE BEAM EA. TO THE OTHER.
GIRDER BELOW @ 16"
- - - O.C.
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
CONNECTION
r2 2
SCALE: 3/4" = V-0"
SOLID BLOCKING
,,,,,—PROVIDE
@ FLOOR TRUSS & MSTAM36
STUD PACK TO MASONRY
ANCHOR W/ 5" MIN.
___�_EPDXY
EMBED. INSTALL PER MFG.
SPECS.
P.T. #2 S.Y.P. 2X4
FRAME WALL
BASE PLATE
GIRDER/BEAM CONN.
K34�
ALLOWABLE UPLIFT 2510#
SCALE: 1/2"= V-0"
SEE PLAN FOR ROOF
CONFIGURATION
ri
2X4 P.T. CONT W/ 12d
NAILS @ 8" O.C. TO
2X4 PLATES.
4" BUILD
-CMU WALL OUT
SECTION B-B
L
PLYWOOD SHEATHING -2X4 P.T. CONT @
ATTACHED PER NAILING B 16" O.C. W/ 1/4"
SCHEDULE TAPCONS @ 16" O.C.
PLAN VIEW OF 4" BUILD OUT 32
SCALE: 1/2" = V-0"
2x4 #2 SPF KNEEWALL
W/ STLIDS@ 16" O.C. W/
STRUCTURAL SHEATHING
ON BOTH SIDE FROM TOP
OF WALL TO BOTTOM OF
BEAM, ATTACHED PER
NAILING SCHEDULE.
SEE TRUSS PLAN
FOR CONNECTION
FRAME OUT TO
BLOCK EDGE
(2) 2X8 #2 SYP W/ Y16"
O.S.B. FLITCH PLATE
j SEE PLAN FOR BEAM
BRG. INFO.
BUILDER FRAME
RADIUS AS REQUIRED
2x BUILD -OUT BEYOND
NEEWALL ENTRY FRONT WALL
64 4
-011
SCALE: 3/4
USP LSTA30
W/1 1 -1 Od TO BEAM
& TO COLUMN
MSTAM36 W/ (13) - 1 Od NAILS
& (5) 1/4" X 2 1/4" TITEN
SCREWS EACH SIDE OF
EXTERIOR CORNER
(2) 2X8 #2 SYP BEAM
W/ 7/16" O.S.B.
FLITCH PLATE
BUILT-UP COLUMN MIN.
2-2X4 UNDER EA. END OF
BEAM. MIN. (2)-10d @ 8"
O.C. EACH PLY
2 X 4 P.T. PLATE
CMU BASE FILLED
W/CONCRETESEE
PLAN FOR SIZE
KNEEWALL @ ENTRY FRONT WALL
(Corner shown. Interior Column similar)
ROOFTRUSS
SEE TRUSS PLAN
FOR TRUSS
CONNECTION
2ND FLOOR WOOD WALL-)
SEE PLAN FOR STUD
SIZE AND SPACING
B
SCALE: 3/4" V-0"
�--DOUBLE 2 X4 TOP
PLATE AT BUILD OUT
PLYWOOD SHEATHING
ATTACHED PER NAILING
SCHEDULE
4
BUILD OUT
2X4 CONT W/ 12d NAILS @
8" O.C. TO 2X4 PLATES.
2ND FLOOR WOOD WALL
SEE PLAN FOR STUD SIZE
AND SPACING
PLYWOOD SHEATHING \-2x4 CONT @ 16" O.C.
ATTACHED PER NAILING B W/ 1/4" x 3 1/2" LAG
SCHEDULE SCREWS @ 16" O.C.
PLAN VIEW OF 4" BUILD OUT
SCALE: 1/2"= V-0"
<
'01
mob.. 91
0
V) 0
Q)
U-:)
4--J U-1
M 0
0
0 LU
LI) Of
E
_n
M
IQ
Ln
m
ra
LU
E
8
IS? M
M
ON
U.
:0,
LO
CM
< 0
a � 0
_a D.
N, C, B, D, C
IN R
U--
31111
10z
1
4 AW ft
'175
Qj
'let
OF es
C,
fill I 11W
To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the Florida Building
Code Sth Edition (2014) Residential. Engineer's signature
and sea[ is only for the structural engineering portions of
the drawing pages bearing Engineer's signature and seal.
CD
C�
z r-4
0 0) N
IS to a
05 rn C:,
rn IN
(n M Ln
2? .9 Ln
a LL
z
M
CL CO
z 3i E
WUj
C:j
J CD
0
Uj
A
rz � 0-
W, 0 ow
P
2: Z Z F� Z
-zw
I -.
W N
wo
1--CLOE0
Uj
CD
7_4
N
In
C*4
r1*4
LA
_j
LU �0_
0
00--N <
<
!� z t5
a 0 a
12 M
-0
Z
W
0
z
LM_
z
LU
j�.
0
wwaa
<Do z
4
i5 � . 58
0?5
0
0 z
z
sqz�
PCn
a
0
W
(D
z
LU
>
It
0
Z Uj
z
CL W
SCALE AS NOTED
PLOT DATE: 12/7/2012
TECH: MJAMES
VERSION NO.
1525
JOB NO: 17-4135
SHEE7 NO.
D1
I I
(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
(1) USP LSTA30 STRAPS
BENT OVER TOP PLATE
TOENAILS 2x4
TO TRUSS TOP
TRUSS SEE R/S6 FOR
CONNECTION INFO TO
CONNECTION IF MSTAM36
CAN NOT BE INSTALLED
1 OR 2 PLY GIRDER
THEN DOWN THE FACE USP SPT4 W/ (6)-1 Od X 1 1/2"
MASONRYWALL
TRUSS. SEE PLAN FOR
OF HEADER/STUDS W/ @ 24" O.C.
N
EXT SHEATHING
BELOW AND ALT.
CONNECTION.
(22) 1 Od NAILS
+
(2) - 2x SPF TOP PLATE
FLUSH W/ TOP
2 OF MASNORY & 8d
BLOCKING INFO
SEE PLAN FOR CONN.
2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN
SEE FOR
BLOCKING NAILS TIB FLANGE
0
1. APPLY SUB
(3) 2x # SPF
W/ (2) 12d TOENAILS T/B INTERIOR HEADER
DETAILS
r
2x STU,
2XSTUDS
LO
FLOOR
ADHESIVE TO
STUDS w/ 10d @
(2) - 2x SPF TOP PLATE
(2) 1 Od TO ENAI LS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS.
2x4 CONTACT
8" O.C. EACH SIDE
END OF SILL. MAX. EXTERIOR HEADERS
511 ------- "ITI ------- ---
SURFACE 2x4 #2 BLOCKING
U.N.O. ON PLA N
OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
OPENING LARGER THAN 4 ft (2) 2x
FLOOR SYSTEM
SEE PLAN
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
2x4 SIDE BRACE
AT 48" O.C.
IF OPENING IS GREATER
THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE
EXCEEDING 6 FEET.
OR FLOOR TRUSS FOR
BETWEEN JOISTS
2X CONT. RIBBON
A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END
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
AAMBINFO
1/2"GYP. BOARD OR
BLOCKING
WALL
2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 10d
(2) USP MSTAM36 STRAPS w/ (8) 10d
EXTERIOR STRUCTURAL
1-1/8" RIM BOARD
END OF OPENING TO STUDS ABOVE PLATE
NAILS & (5) Y4" x 2 Y4" TAPCONS
oo SHEATHING (MIN. 7116')
FLOOR TRUSS/
NAILED TO STUD
CENTERED ON FLOOR SYSTEM TO UA
0o
VERIFY W/ PLAN
lo
8d NAILS @ 3" O.C.
JOIST SEE PLAN
(2) USP MSTAM36 STRAP(S)
I -JOIST SEE PLAN
PACK w/1 Od 4AILS FLOOR DECK
MASONRY WALL BELOW. CONTRACTOR
WALL SHEATHING
(2) - 12d TOE NAILS TOP
CENTERED W/ (8) 10d NAILS
TIE BEAM
@ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN
MAY USE (2) SIMPSON MSTAM36 STRAPS
TO RIM BOARD
& BOTT. CHORD
& (5) 1/4 TAPCONS.
USP LSTA30 FROM WINDO W
w/ (7) 1 Od NAILS & (4) Y " x 2 & TITENS
4 4
INSTEAD OF USP MSTAM36 STRAPS. IF
SCALE: 11/2" V-0"
AJS BLOCKING PANEL @ 24"
CONTRACTOR MAY USE
JAMB TO FLOOR TRUSS/ SOLID
WOOD WALL IS BELOW USE (2) MSTA36 SCALE:314" V- 0"
GABLE END RIM JOIST—
O.C. (MAX) AND @ EACH
END OF WALL UNDER
SIMPSON (2) MSTAM36 W/ (7)
10d NAILS & (4) Y4"x2Y4" TAPCONS
PROVIDE BLOCKING
BELOW JAM BS
BLOCKING BELOW.
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
STRAPS wl (22) 1 Od NAILS OR (2)
SIM PSON MSTA36 STRAPS w/ (26) 1 Od
SEE SS FOR RETROFIT
CONNECTION IF MSTAM36
SEE R/S6 FOR
CONNECTION INFO TO
CORNERS
INSTEAD OF USP STRAP.
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
NAILS (G.C. TO INSURE SOLID BLOCKING CAN NOT BE INSTALLED
SECTION CORNER
MASONRY WALL
(2) - 10d TOE NAILS
EACH SIDE
EITHER STRAP IS ADEQUATE
OTHERWISE DETAIL CAN BE IGNORED
IS INSTALLED). EITHER USP OR SIMPSON
STRAPS ARE ADEQUATE FRAMING ATTACHMENT
rT�
BLOCKING DETAIL
GIRDER/COL. CONN.
@ 2nd FLOOR r3"�')l
HEADER CONN. @ 2nd FLOORK4
SCALE: 1/2"= V-0"
AS NOTED
SCALE: 3/4" V-0"
SCALE: 1/2" V-0"
SEE Q/S4 FOR
USP SPT24 @ EA. STUD W/6-10d
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
2x6 / 2x8 CRIPPLES @ 16" O.C.
JAMB STUD us P SPT4 W/ (6)-1 Od X 1 1/2"
TO STUD & TO TOP PLATE
NOTCHED @ HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP
REQ'D TYP -7 @ 24" O.C.
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
2 2x4SPF USP RS150 W/ MIN. 12" END
@)
USP SPT4 W/ (6)-1 Od X 1 1/2"
SEE PLAN FOR CONN.
(CONTRACTOR MAY USE RTT CLIPS)
2x HEADER
:E
TOP PLATES LENGTH ON STUDS W/ (111) 1 Od
'T
(1) USP LSTA30 STRAPS BENT
@ 24" O.C.
NAIL BACK LEG OF CIPPLE TO (2) TO SIT
NAILS TO STUDS ABOVE & (11) 1 Od
OVER TOP PLATE THEN DOWN
NIN
(2) - 2X SPF TOP PLATE
HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE
NAILS TO STUDS BELOW.
D
THE FACE OF HEADER/ STUDS
S
SEE PLAN FOR SIZE
2 x 4 #2 SPF STUDS
AT 16" O.C. U.N.O.
US P SPT22 W/ (6)-1 Od TO STUD &
W/ (22) 1 Od NAILS
(2) 2x HEADER SEE PLAN
NAILING AREA (TYP.)
2x6 / 2x8 WALL BEYOND SEE
HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER
(2) 2x HEADER
(4) - 1 Od TO PLATE
5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
INTERIOR HEADER
SEE PLAN FOR
COL. SIZE
�'�(2)
CONNECTION
SEE PLAN
USP MSTA36 STRAPS CENTERED
EACH END W/ 7" EMBEDMENT, IF
END OF HEADER SEE Q/1134 FOR
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
w/ (22) 1d NAILS OR (2) SIMPSON
SEE STANDARD HEADER
DOUBLE 2x6 OR 2x8 TOP
AT STEP DOWN LOCATION, MIN 7
REQ'D JAMB INFO
EXTERIOR HEADERS
----------------
MSTA36 STRAPS w/ (26) 1 Od NAILS
CONNECTION DETAILS FOR
PLATE SEE PLAN
L2xSSPF EMBEDMENT PAST STEP.
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
FLOOR SYSTEM OR
(EITHER USP OR SIMPSON STRAPS
MORE INFORMATION
12d NAILS AT 6"
BA E 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 C
EERED @ 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
F-EY-1
EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE
SILL (MAX. OPENING WIDTH 4
OR LVL GIRDER
SYP U.N.O.
SPACED W/IN 6" FROM OPENINGS
(2) - 2 x 4 SPF
2X CRIPPLE AT EACH END OF
FEET). IF OPENING IS GREATER
(BLOCK SOLID)
AND MULTIPLE STUD PACKS
TOP PLATES
OPENING NAILED TO STUD
THAN 4 FEET, BUT NOT EXCEEDING
6 FEET, A MP3 CLIP IS TO BE
SEE PLAN FOR
2 x CONT. T & B
INTERIOR HEADER
PACK W/ 1 Od NAILS @ 8"O.C.
INSTALLED TO EACH END
COL. SIZE
T
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
N-1
2 x 4 #2 SPF STUDS
EXTERIOR HEADERS
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
TYPICAL BLOCK WALL
PLYWOOD ATTACHED PER
NAILING SCHEDULE
__1_T__ USP HTT45 BASE W/
AT 16" O.C. U.N.O. (2) 2x HEADER
OPENING LARGER THAN 4 ft (2) 2x SILL
FLOOR TRUSS/ I -JOIST SEE PLAN
(18) 16d NAILS & %"
ANCHOR BOLT W/
BOX HEADER
SEE PLAN
TYP F F
PLATE W/ MP3 CLIPS EACH SIDE
2x4P.T. STUDS UNDER 2nd FLOOR HEADER
6
USP MSTAM36 STRAP(S)
CENTERED W/ (8) 10d NAILS
TIE BEAM
MIN. 6" EMBEDMENT
(2) 2x TOP PLATE
(2) LSTA12 WRAPPED UP
D.
E PLATE ARE NOT REQ'D TO HAVE
& (5) 1/4 TAPCONS.
CONTRACTOR MAY USE
0
PROVIDE BLOCKING
AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W1 USP
_7FFF—
SEE FOUND. PLAN FOR FTG. REQ.
CONNECTIONS. ATTACH STUDS wl (3)
12d TOENAILS T&B
SIMPSON MSTAM36 W/ (7)
BELOW JAMBS
Ir
it
SPT22 & SPT24 (OR SPT4)
1 Od NAILS & (4) 4'1x2,41t
CONNECTORS@ TOP
PROVIDE EXTERIOR SHEATHING
2 ST. INT. BEARING WALL ATTACHED PER NAILING SCHEDULE
TAPCONS INSTEAD OF USP
STRAP. EITHER STRAP IS
ADEQUATE
SEE FOUNDATION PLAN
FOR FTG. REQ.
PROVIDE (2) CRIPPLES BELOW
TO ANY GIRDER TRUSS IN THIS
2x CRIPPLES TO SITUATION. CONNECT G.T. TO
FOR EXTERIOR 2 STORY WALLS ONLY.
MATCH JACK STUDS W/ (2) - HTW20 TOP & (2)
AND EXTERIOR
SHEATHING CAN STOP ONCE UNDER
r5
HEADER CONN. 2nd FLO OR r6
STUDS BELOW HTW20 @ BASE TO HEADER
LOWER ROOF.
2 STORY COL.
GIRDER r7
(IF CRIPLLES ARE LESS THAN
SCALE:
1/2" V-0"
SYSTEM 42
SCALE: 1/2" V-0-
8" LONG NO STRAPS ARE
SCALE: 1/2" V-0"
REQ'D)
ADDITIONAL STRAPS
SEE STANDARD HEADER REQUIRED AT TOP PLATE
SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
4, CONNECTION DETAILS FOR TO STUDS TO MATCH
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
MORE INFORMATION HEADER STRAPS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
(2)LSTA24 (2) 2x HEADER SEE PLAN
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
PER PLAN
MIN (3) 2x #2 SPF STUDS @ END OF HEADER
OTHERWISE DETAIL CAN BE IGNORED
BENT OVER TOP PLATE
@ 24" O.C.
SEE Q/S4 FOR REQ'D JAMB INFO
THEN DOWN THE FACE OF
HEADER/STUDS W/ (22) 10d
2) 2x HEADER SEE PLAN
DOUBLE 2x4
USP MP3 EACH END TYP.
FOR OPENINGS LESS THAN 4'-0" WIDE,
(1) USP LSTA30 STRAPS BENT
NAILS
2x CRIPPLES @ 16" O.C.
TOP PLATE
SILL MAY BE ATTACHED W/ (2) - 16d
OVER TOP PLATE THEN DOWN
USP SPT4 W/ (6)-1 Od X 1 1/2"
W/ (2) 12d TOENAILS T/B
TOENAILS @ EACH END
THE FACE OF HEADER/ STUDS
@ 24" O.C.
INTERIOR HEADER
2 WS 10d @
(2) 2x SILL PLATE
W/ (22) 1 Od NAILS
(2) - 2X SPF TOP PLATE
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS,
3 110
(2) 2x HEADER SEE PLAN
@END OF HEADER. SEE
EXTERIOR HEADERS
S�TUDS @ 16' O.C.
2x CRIPPLES @ 16" O.C.
INTERIOR HEADER
Q/S4 FOR REQ'D JAMB
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
TOP SPLICE
W/ (2) 12d TOENAILS T/B
(1) 2x SILL PLATE W1 (2) 12dTOENAILS.
INFO.
OPENING LARGER THAN 4 ft (2) 2x
EXTERIOR HEADERS
SILL PLATE W/ MP3 CLIPS EACH SIDE
1
(2) - 1 Od TOENAILS AT EACH
END OF SILL (MAX. OPENING
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
OPENING LARGER THAN 4 ft (2) 2x
2x CRIPPLE AT EACH END OF
OPENING NAILED TO STUD
(2) - 1 Od TOENAILS AT EACH END OF
SILL (MAX. OPENING WIDTH 4 FEET).
ALT. HEADER ANCHOR
r8
WIDTH 4 FEET). IF OPENING
SILL PLATE W/ MP3 CLIPS EACH SIDE
PACK W/ 1 Od NAILS
IF OPENING IS GREATER THAN 4,
IS GREATER THAN 4 FEET
FEET BUT NOT EXCEEDING 6 FEET,
BUT NOT EXCEEDING 6 FEET,
MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCKWALL
A MP3 CLIP IS TO BE INSTALLED AT
PROVIDE 2x4 ON
SCALE: N.T.S.
A MP3 CLIP IS TO BE
INSTALLED AT EACH END
OF HEADER SEE 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
Ile
END OF OPENING
NAILED TO STUD PACK
W/(22) 10d NAILS
CENTERED W/ (8) 10d NAILS
2X CONT. RIBBON
W/ (2) 10d NAILS
J
W/ 1 Od NAILS @ 8"o.c. lk�
FLOOR DECK
& (5) 1/4 TAPCONS.
TIE BEAM
@ W O.C. 2x4 BEYOND
AGAINST
DOUBLE
2x8
CONTRACTOR MAY USE
2x8 TOP
FLOOR TRUSS/ I -JOIST SEE PLAN
SIMPSON (2) MSTAM36 W1 (7)
PROVIDE BLOCKING
STUDS
PLATE
SEE PLAN FOR BEAM
10d NAILS & (4) Y4"x2,Y4"
BELOW JAMBS
2x8 STUDS 2x4 W/ 2 ROWS
SIZE & CONNECTIONS
TAPCONS INSTEAD OF USP
NOTE:
PER PLAN OF 10d NAILS
STRAP. EITHER STRAP IS
PLATE LENGTHS MUST BE
@ W 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-0"
SYSTEM 42
SCALE: 1/2" = V-0"
SCALE: 3/4" = V-0"
(D
z
z
z
CL
z
IV,) (D
a)
C—f 3
4--J LU
(Dru
0
U
1!
0
E
V)
012
0
I LU
E
8
02
La : 0, CM4
0.2"
_r 4)
:S U_ Go
19
< 00
Lo
D .
N-C-11,D,C
'V
*I
Al.
N
AA
PZ C4 C14
z
0
Ul
U1 L!]
z 4L - AT
73
Z 2 q,
LLW
r/q-, I OR
c9)
0 1:
To the best of the Engineer's knowledge, information, and
gs comp y w e on a I ing
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 N
0 4) N
cc)
�5
v — Ln
ck U_
Ce 0- 00
<
- E
z 3:
z g
LU Cl
_j CD
Z
uj Z
51 00W
< u
z >_ 0.
� U j W<
Z Z i,.; Z
Wzi
0. Lo
84 U
j5 z @
z
0
Ln
r_j
r4
Ln
W
Lu 3i
�208
2 9
0
P in co
P . F3 CK
-0
12
Z
Z
LU
CL LLJ
0
2 PY � C' 2E
'1" 0 L" - 0
-1 ND 8 r-
ti 8
06
8
0 LL Z
g
C)
r-4 Z
V.., 0
zrz
:1 Uj
CD
fy)
LL
z
LLJ
>
Uj
z
�_4
0
_j
- Cn
SCALE : AS NOTED
PLOT DATE 12/7/2012
TECH: WAMES
VERSION NO,
1525
30B NO: 17-4135
SHEET NO.
D2
THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
WEATHER
RESISITIVE
BARRIER
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
Scale: NTS
SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
DECK JOIST
NOT USED
NAILING FLANGE
" WEATHER
IE BARRIER &
IARILY SECURE
WEATHER RESISTIVE
BARRIER
WOOD FRAME CONSTR.
EXTERIOR SELF -ADHERED FLASHING
SHEATHING BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
RESISITIVE
WEATHER
BARRIER
ED FLASHING
SELF -ADHERED FLASHING
�4
0
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
DOOR ROUGH OPENING
3/4"-l" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SELF -ADHERED FLASHING
SUBFLOOR
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
3/4"-V BEAD OF CONSTR. EXTERIOR SHEATHING
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP`07)
SELF-ADHER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SELF -ADHERED FLASHING
OUTSIDE CORNER
NOT USED
RIM JOIST
INSTALL SELF -ADHERED
FLASHING JAMB & HEAD
FLASHING, SEE
FLANGED WINDOW
(SEE DETAIL WP01)
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
SELF -ADHERED FLASHING
PATCH
HERED FLASHING
EeS
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0. 6 cm : 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT. FIN.
01 111 MIKIf- OV
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
MECHANICALLY FASTEN IF
NEEDED IN CORNERS
THROUGH SELF -ADHERED
FLASHING
TH
RUBBERIZED ASPHALT
RUBBERIZED ADHESIVE
ASPHALT ADHESIVE
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
INSIDE CORNER
Ground
FOUNDATION WEEP SCREED
NOT USED
SCORED
------
0,PER
RELEASE R
(BEFORE FOLDING, SCORE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
0
Water Resistant Barrier
Lath
Sheathing
Stucco
FLASHING REQUIREMENTS
R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8.
R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or matedal 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 FMA/WDMA 250.
1.4 In accordance with the flashing method of a registered design professional.
2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings.
3. Under and at the ends of masonry, wood or metal copings and sills.
4. Continuously above all projecting wood trim.
5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6. At wall and roof intersections.
7. At built-in gutters.
R703.6.2.1 Weep Screeds
A Minimum 0.01 9-Inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of
3 1/2" shall be provided at or below the foundation plate line on exterior stud wells In accordance with ASTM C 926.
SELF -ADHERED FLASHING
PRODUCTS DETAILS
TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND
ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2
Detail Instructions
Refer to the number marked as (Din each detail that corresponds to the numbered items in the list of
instructions below:
1 . Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -
for ease of installation and to minimize scoring cuts
5. Remove all release paper per standard installation instructions and adhere to substrate using a square
piece of flashing material (6" x 6" Minimum)
6. Fold as shown by arrows
7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner
8. Mechanically fasten as necessary
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 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"*N WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
7/16" 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
M
CD
a
CO
Z
<
1
HIL
Cl-
14�
co Z
L/I 0
Q) C-/)
(DIM
4--J LU
0
U -
W
(Do Of
120
V)
M
1 0
ca 1`1
cli
0 M
. LU
E
8
as
r_ III M
M"o M
- ',r- c.'
0
_r
LL
t
0 1
CLI J,
g
W CL 40
< 0
6
a D.
D,C
X1
T,
CC,
CD
C14
R N
C-4
00
1-4 1-
9A Z
. 1.
W 4W '5 FL -
04
LLJ
CL UJ
111111 U Zl_
Z 0 -2 CM
OWN 44 A-5 75
CL
ci,
49
I I
IL 04-
:g
1111111
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.
12
C)
C',
Z C4
0 W N
0(
1,-4 4.J CD
U)
:3 %D CD
C)
Z
M Ln
0
W - Ln
L_ U_
a.
Z
F..;
00
E
Z 3: M
F-
WLLJ
0
_J 0
0 Z
Lu
Z
15 w I X
Ir- 00
0 >. < 0
PO Z M
5
: Z I.�
Z
T-4
Lu
0
rn
FMO
LU Z
C)
T-q
N
Lt*)
N
fN
Ln
UJ
0
fo-
0 Z0 8
0
< Z
12 QI cd
0 is ge
Z
ZCL
[Z
LU LU 0 0
Q (D _J Z< 15
>
UJ
_J
0
0
0 Z*
20:
oz�
CD
M
LU
LLI
Z
CD
LL
U-I
>
Z
0
Z
15
a.
SCALE AS NOTED
PLOT DATE 12/7/2012
TECH: FFLORES
VERSION NO.
15m25
JOB NO: 17-4135
SHEET NO.
W P
N
ZZ M
� U
List, Florida Statewido Evaluation Report sinipson 1' orida Statewld? Evaluation Report
O Q C O
Product Approval No Basis Stock No Prodw t Approval No Bas,s O Q O I16_
Stock No. c ca -0 o-
C (B cu �
0 0 C�
O ?�
LL. -
.� T3 C6 O
O
to O Q
L �O � /cu �.
CnQ
z
0
O
s'� U
O
L
V
I-
O L
a �
Z �
Z
Q
J
a
SHEET NO.
PA 1.0
A3
FLt 7244.1
ESR-3455
A23
FL10446.2
ESR-2606
HD210-2
FL17232.3
ESR-3445
HU210-2
FL10655.20
ESR-2549
HD212-2
FL17232.3
ESR-3445
HU212-2
FL10655.23
ESR-2549
HD216
FL77232.3
ESR-3445
HU216
FL10855.29
ESR-2549
HD218-3
FL17232.3
ESR-3445
PRODUCT APPROVAL SPECIFICATION SHEET
HD28 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549
As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below 'rf
HD28-2 FL17232.3 ESR-3445 HU28-2 FL7�55.34 ESR-2549
they will be utilized on the construction project for which you are applying for a building permit. We recommend you cooled your local product supplier s
ICU
hould you not know thICUe
HD410 FL17232.4 ESR-3445 HU410 FL10855.44 ESR-2549 O
HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 L
HD810 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549
HD0410 FL17241.5 ESR-3444 HUC0410 FL11468.11 SIM200804
1. EXTERIOR DOORS
HGAtOKT FL17238.8 ESR-3448 HGAtOKT FL11470.4 SIM200803
HGAMIOKT FL17899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803
HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551
HTA76 FL17880.2 Evaluation Report HETA16 FL11473.5 SIM200802
HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802
HTT16 FL17324.1 Evaluation Report HTTtB FL11496.1 ES-0130
HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130
HTT4 FL17219.2 ER-0200 HTS18 FLt 0458.22 ESR-2813
HTT5 FL17219.2 ER-0200 HTS20 FLt 0456.23 ESR-2813
D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single 8 Pairs of Doors FL11537.1 NIA (see inst sht)
HTW16 FL17244.8 ESR-0455 HTS24 FL10456.24 ESR-2813
HTW20 FL77244.8 ESR-3455 HTS30 FL10456.26 ESR-2813
HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802
A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psi
HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802
General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf
HTWM16 FL8223.2 Evaluation Report HGT2 FL10456.18 ESR-2813
HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613
HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10855.92 ESR-2549
HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10855.93 ESR-2549
General Aluminum Company Series 1900/1970 FL15276.7 - FL15278.9 +40.0/-50.0 psi
HUS210-2 FL17232.7 ESR-35 HUS26 FL10855,94 ESR-2549
D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A
HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549
HUS26 FL17232.7 ESR-3445 HUS28-2 FL70855.97 ESR-2549
HUS28 FL17232.7 ESR-3445 LU24 FL10855.103 ESR-2549
HUS28-2 FL17232.7 ESR-3445 LU28 FL10655.104 ESR-2549
JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549
JL28 FL17232.8 ESR-0445 LUS24 FL10855.109 ESR-2549
JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549
JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549
JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549
JUS28-2 FL17232.12 ESR-3445 LUS48 FL10855.118 ESR-2549
JUS28 FL17232.12 ESR-3445 LEG3 FL70667.71 ESR-2615
JUS46 FL17232.12 ESR-3445 MSTBO FL10852.7 ESR-2105
KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105
KST260 FL17244.15 ESR-3455 LSTAtS FL10852.4 ESR-2105
LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105
LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105
LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105
Lomanco, Inc DA-4 Exahust Vent FL77202.1 N/A
LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105
O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL18588.1 N/A
LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130
LSTA38 FL17244.18 ESR-3455 LTT208 FL71496.3 ER-130
Borel Tile Saxony 900 FL7849.13 - FL7849.18 WA
LTS 19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-t 30
LTS206 FL17219.3 ER-0200 LTS12 FL10458.29 ESR-2813
LTT131 FL17219.3 ER-0200 LGT2 FL71470.7 SIM200803
LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2808
LUGT2 FL17240.2 ESR-0447 A34 FL10446.3 ESR-2606
MP3 FL17244.22 ESR-3455 LTP4 FLt 0446.19 ESR-2606
MP34 FL17244.23 ESR-3455 LS50 FLt 0446.16 ESR-2606
MP4F FL17244.24 ESR-3455 WM1416 FL10667.88 ESR-2815
MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105
MPH3518 FL17240.3 ESR-0447 MSTA15 FL10852.8 ESR-2105
MSTA12 FL17244.18 ESR-3455 MSTA18 FL70852.9 ESR-2105
MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105
MSTA18 FL17244.18 ESR-3455 MSTA38 FL70852.9 ESR-2105
MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105
MSTA38 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105
MSTC40 FL17244.26 ESR-3455 MTS12 FL10458.33 ESR-2813
MSTC52 FL17244.26 ESR-0455 MTS16 FL10456.34 ESR-2813
MTW12 FL17244.8 ESR-3455 MTStB FL10458.35 ESR-2613
MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2813
MTW18 FL17244.8 ESR-3455 MGT FLt 1470.9 SIM200803
MTW20 FL17244.8 ESR-3455 MBHA3.58111.25 FL70866.12 ESR-2616
MUGT15 FL17240.5 ESR-3447 MBHA3.58/16 FL10866.12 ESR-2816
NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330
the applicable manufacturers installation requirements. Further, 1 understand these products may have to be removed if approval cannot be demonstrated during inspection.
NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10887.8 ESR-2615
PAU44 FLt 7239.13 ESR-3449 FGTR FL11473.2 SIM200802
PAU66 FLt 7239.13 ESR-3449 CS18 FLt 0852.1 ESR-2105
PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613
PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613
RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613
RS150 FL17244.27 ESR-3455 HtOq FL10456.6 ESR-2813
RT15 FL17238.11 ESR-3448 H3 FL10456.13 ESR-2613
W ICU
RT16-2 FL17238.10 ESR-3448 H4 FL10458.14 ESR-2813
APPLICANT SIGNATURE DATE
RT16A FL17236.10 ESR-3448 HS FL10456.15 ESR-2613
RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613
RT4 FL17238.11 ESR-3448 H2.5A FL10458.12 ESR-2613
RT5 FL17238.11 ESR-3448 H8 FL11470.3 SIM200803
RT7 FL77238.11 ESR-3448 SP1 FL10456.41 ESR-2613
RT7A FL17238.11 ESR-3448 SP2 FL70456.42 ESR-2813
RT8A FL17238.11 ESR-3448 SP4 FL10456.43 ESR-2613
SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613
SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613
SPT4 FL17244.32 ESR-3455 SPH4 FL10456.48 ESR-2613
SPTB FL17244.32 ESR3455 SPHB FL10458.47 ESR-2613
SPTS FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613
SPTH4 FL17244.32 ESR-0455 U24 FLt 0655.141 ESR-2549
SPTHB FL17244.32 ESR-3455 HHUS28-2 FL10855.3 ESR-2549
SPTHB FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-254944 SUH24 FL17232.14 ESR-35 HGUS5.25/12 FL11488.11 SIM200804
44 THD28 FL17232.17 ESR-35 HGUS414 FL11488.10 SIM200804
v,
THD28-2 FL17232.17 ESR-3445 HDO8-SDS3 FL10441.1 ESR-2330 CU
44 THD410 FL17232.17 ESR-35 MSTAM24 FL11473.19 SIM200802
m
THD412 FL17232.17 ESR-0445 MSTAM36 FL11473.19 SIM200802
THD812 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802
THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802
UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803
UPHDB FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802
w�
product approval number for any of the applicable listed product
s.
Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures
A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0l-67.0 psi
TherrnaTru Premium, Construction Series and Benchmark FLt5225.8 +47.0/-47.0 psi
ThertnaTru Fiber Classic /Smooth Star FLt 5000.1 +55.0/-55.0 psf
B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FLt5332.5 +40.0l�0.0 psf
C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psi
Clopay Building Products Residential WindCode Doors WS (16X7) FL15279.53 +30.0/-30.0 psf
Clopay Building Products Residential WindCode Doors WB (8X7) FL15279.85 +38.0/-42.0 psi
Clopay Building Products Residential WindCode Doors W8 (16X7) FL15279.102 +37.0/�1.0 psi
2. WINDOWS
B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf
General Aluminum Company Series 1980l1990 FL15288.3 - FL15288.4 +40.01-50.0 psf
C. FIXED General Aluminum Company Series 1550/1570 FL15276.4 - FL15278.5 +40.0/�0.0 psf
44
E. OTHER
3. PANEL WALL
A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA
B. SOFFITS Alside Solid and Vented Soffit FLt5272.t - FL15272.2 +70.0J-70.0 psi
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30l40 (and AR}, FL5444.1 N/A
XT25 (and AR), XT30 (and AR)
B. UNDERLAYMENTS Tamko 151b Felt Undertayment FL12328.6 N/A
HomeGuard Building Products, Inc ToughSkin Synthethic Underiayments FL21675.1 N/A
C. ROOFING FASTENERS NOT USED
D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A
Florida Metal Products, Inc Vent RV10 FL2075.1 N/A
E. ROOFING TILES Borel Tile Villa 900 FL7849.24 - FL7849.26 N/A
F. OTHER
5. SHUTTERS
A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15078.2 N/A
Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A
Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf
All American Shutters Galvanized Steel Storm Panels FL17889.1 N/A
B. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/ USP Structural Conn. see chart
ANCHORS Simpson Strong -Tie see cha
rt
B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A
MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 WA
C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A
Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1845.1 N/A
Weyerhaeuser Engineered lumber -TJI FL1630.1 - FL1630.11 N/A
Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.t - FL8527.4 WA
D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A
Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A
Powers Steel, Inc. PSboxBLT, PSbox8LT(5-5/8) FL5450.1 N/A
Powers Steel, Inc. PowerBOXB Lintels FL11383.1 N/A
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be
available to the inspector on the jobsite; t) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pagel of 2
VM2017
FL#15225-R3
Code
Entity o
Date Date
Date Pending
Date
im Versio
Manufactu
Contact Frialneer & License
Validated By Validated Submitted
FBC Approval
Approved
Status
Revision 2014
Therma-Tru Corporation
RickWight National Accreditation &
Ryan J. King, P.E. 0&28/2015 06/13/2015
079VM15
Approved
Category: Exterior Doors
(419) 2W1 740 Management Institute
(813) 767-6555
SubCategory: Swinging Exterior Door Assemblies
rckw@rwbldgconsultants.
Compliance Method: Certification Mark or Listing
com
FLX1 5225-R3
Products
Quality Assurance Approved for Use Approved
for Use
Impact
Desian
Sao 9
Product Model, Number or Name
Product Description
Contract Expiration Date In HVHZ
Outside HVHZ
Resistant
Pressure
5
a. "Smooth-Star", and " Benchmark by
6/8 and 8/0 Opaque and Glazed Fiberglass Door with
12/31/2021 No
Yes
No
N/A
Thenrna-Tru"
and without Sidelites. I nswing and Outswing
6
f. &quat; Premium Serie"quat, "Construcbon
6f8 and 8/0 Opaque and Glazed Steel Door %ft
12/31/2021 No
Yes
No
N/A
Series" and " Benchmark by Therma-Tru"
Transoms. With and without Sidelres. Inswing and
with Transoms
Outswing
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
FL#15279-R4
r99A Entity or
UM yq= Manufacture Contact Eno [near & License Validated By
Revision 2014 Clopay Building Products Company MarkWesterfiek! I ntertek Testing Services NA,
Approved
Category: Exterior Doors (513) 7704M Inc. (513) 519-65M
SubCategory: Sectional Exterior Door Assemblies mvmsterfield@clopay.com
Compliance Method: Certification Mark or Listing
FL#1 5279-R4 Products
Page i of I
11WO17
2Aa 291 Date Pendino 210
Validated Submitted FBC Approval Approved Status
Gary Pfuehler 06/IZP2015 03119/2015 OMI/2015
Quaitty Assurance
Approved for Use
Approved for Use
Impact
Deslon
Seas
Product Model, Number or Name
Product Description
Contract Expiration Date
In HVHZ
Outside HVHZ
Resistant
Pressure
37
037W5-09 PAN-2FI51: 84A, 94,73,75,1500,190,76,
Steel Pan (min. 25 ga.) SngL-Car (up to 9'0" wide)
05/21/2028
No
Yes
No
30 PSFI-32
78V, 4RST, 4RSF, 6RST, ORSF, 2RST, 48, 42. 55, 48B,
WINDCODE® W5 Garage Door
PSF
42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV,
ED5S,ED5SV
53
053 W5-16 PAN-217153: 84A, 94, 73, 75,1500,190, 4RST,
Steel Pan (min. 25 ga.) Double -Car (92' to 16'0"
05/21/2028
No
Yes
No
+30 PSF/-30
4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, G D5S,
wide) WI NDCODE 74; W5 Garage Door
PSF
GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV
85
085 W6-09 PAN-2F`153:73,75,84A, 94, 42, 48,42B, 48B,
Steel Pan (min. 25 ga.) Sngle-Car (up to 9'0" wide)
05/21/2028
No
Yes
No
+38 PSF/42
AIRST, 6RST, GD5S, GR5S, AR5S, EDSS
WINDCODE 74; W6 Garage Door
PSF
102
102 W6-16 PAN-2Fl53: 73,75,84A, 94, 42, 48, 42B, 48B.
Steel Pan (min. 25 ga.) Double -Car (92" to 162"
05/21/2028
No
Yes
No
+37 PSF/-41
4RST, 6RST, GD5S, GR5S, AR5S, ED5S
wide) WINDCODE 74; W6 Garage Door
PSF
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of I
1/942017
FLO15M-R2
2M
Entity or
20 2WA
Date Pend Ina
20
Versio
Manufacturer
Contact Enalneer & License
Validated By
Validated Submitted
FBC Approval
Approved
Status
Affirmation 2014
MI Windows and Doors
Brent Sitfinger Luis Roberto Lomas
Steven M. Urich, PE
04/30/2015 04=12015
05/10/2015
Approved
Category: Windows
(7" 365,i3W PE-62514
(717) 317-8454
Subcategory- Horizontal Slider
bsitlingerQmiwd.com
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL915288-R2 Products
Quality Assurance
Approved for Use Approved
for Use
[in pact
Design
Product Model, Number or Name
Product Description
Contract Expiration
In HVHZ Outside
HVHZ
Resistant
Pressure
1
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
12131/2017
No
Yes
No
NIA
72)(54
2
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
12131/2017
No
Yes
No
N/A
72)(54
3
SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM XOX HORIZONTAL
1213112017
No
Yes
No
N/A
SLIDER I DBX48
4
SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM XOX HORIZONTAL
12131/2017
No
Yes
No
N/A
SLIDER
Code
Tvpe Versio Manufacturer
Revision 2014 James Hardie Building Products, Inc.
Category: Panel Walls
SubCatogorf. Siding
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#13192-R4 Products
Product Model, Number or Name
Cemplank Lap Siding
2 HardieRank Lap Siding
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Contact Engineer & License
Pingsheng Zhu Ronald 1. Ogawa
(909) 349-2927 PE-24121
pingsheng.zhu@jameshar
die.com
Product Description
fiber -cement lap siding
fiber -cement lap siding
Validated By
John Southard, P.E.
(352) 367-2526
Page 1 ef 2
1/9/2017
Date Date Date Pending Date
Validated Submitted FBC Approval Approved Status
OIV26/2015 Da/l 7/2015 09/0712015 10/16/2015 Approved
Quality Assurance AIDDrovedforUse A00110yedforUse impact Design
Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure
01/01/2018 Yes Yes N/A N/A
01/01/2018 Yes Yes N/A NIA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of i
1/9/2017
FL#15000-R2
2299 gatwLgl: 20 20 Data Pendina 2&
I= YgMJ2 Manufacturer Contact KU2122VAILUM Validated By Validated Submitted FBC Approval Approved Status
Revision 2014 Therma-Tru Corporation RickWright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08119/2015 Approved
Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555
Subcategory. Swinging Exterior Door Assemblies rickyworwbIdgeonsultants.
Compliance Method: Evaluation Report from a com
Florida Registered Architect or a Licensed Florida
Professional Engineer
FLX15000-R2 Products
Quality Assurance Approved for Use Approved for Use Impact Design
§W PR�romduct ode! NumberorName Product Description Contract Exciration Date In HVHZ Outside HVHZ Resistant Pressure
1 a. "Fiber-Class"quot; or &quorSmocdr-Star" 6W9;8 "Non-Impact" Opaque Fiberglass 12/3112018 Yes Yes No N/A
Door with & %ftout Sidelite(s) - Outswing (X OX
or XO, OXO, XK, OXXO Configurations)
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
FL#1 11 537-R
Qft
Enttty or
Tj= Verslo
Manufacture
contact Engineer & License
Revision 2014
CURRIES Division of AADG, Inc
Nelson Kraschel UL LLC
Category, Exterior Doors
(641) 423-1334
SubCategory: Exterior Door Components
nelson.kraschel@doorgro
Compliance Method: Certification Mark or Listing
up.com
FL#11 1537-R6 Products
2291
Product Model, Number or Name
Product Description
1
607, 707, 727, 747, and 847 Single and Pairs of Doors
Flush, Glazed, and Lowered single and pairs of
hollow metail doors.
2
M, CM, and G Series Frames
Three sided and four sided single and pairs of
frames, Tansom frames.
Validated By
Ted Berman, PE
(305) 88"707
Page I or 1
1/10/2017
20 20 Date Pandino 20
Validated Submilfted FBC Approval Approved Status
07/21/2015 07/21/2015 07127/2015 Approved
Quality Assurance Approved for Use Approved for Use Impact Desion
Contract ExomraUon Q& In HVHZ Outside HVKZ Resistant Pressure
12/31/2017 Yes Yes Yes N/A
12131/2017 Yes Yes Yes N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 3
I/W2017
FLA 5278-114
Code Entity o Daft Date Date Pending Date
Type Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status
Revision 2014 Ml Windows and Doors Brent Sitfinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10116/2015 Approved
Category. Windows (717) 385-3300 PE-62514 (717) 317-8454
SubCategorf. Fixed
bsiflinger@mMd.com
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#152784R4
Products
AW
Product Model, Number or Name
Product Description
4
SERIES GA 195 ALUMINUM PW
SERIES GA 195 ALUMINUM PWN196X48 FIN
5
SERIES GA 195 ALUMINUM PW
SERIES GA 195 ALUMINUM PWNI72X72
FLANGE
7
SERIES GA 195 ALUMINUM PW
SERIES GA 195 ALUMINUM PWN19BX48
FLANGE
8
SERIES GA 275 THERMALLY BROKEN ALUMINUM
PW SERIES GA 275 THERMALLY BROKEN ALUMINUM
PWNI 72X72 FIN
9
SERIES GA505 ALUMINUM PW
SERIES GA 505 ALUMINUM PWN172X72 FIN
FL*15272-Ri
9999
I= Y2EW2 Manufacturer
Revision 2014 Alside
Category. Panel Walls
SubCategory. Sotfits
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#115272-Rl Products
AN" Product Model -Number or Name
I a. ",2T&quol; Soffit
2 b. "AIIianceT4", Soffit
Quality Assurance
Contract Expiration Date
Approved for Use
in HWIZ
No
Approved for Use
Outside HVHZ
Yes
Impact
Resistant
No
Design
Pressure
N/A
1213112017
121'31/2017
No
Yes
No
N/A
l2t3l/2017
No
Yes
No
N/A
12/31/2017
No
Yes
No
N/A
12t3l/2017
No
Yes
No
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pagelofl
11SQ017
ADIUM 239 20 Date Pend Ina 22a
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status
NickThompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 0212312015 02/19/2015 03/01/2015 04/15/2015 Approved
(330) 922-2389 PE-43409 (813) 767-6555
nthompson@aiside.com
Quality Assurance Approved for U Approved for Use Impact Design
Product Description Contract Expiration Q0 In HVHZ OLrtside RVHZ Resistant Pressure
Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A
Vent or Solid Vinyl Soffit 12131/2018 No Yes No N/A
FL#1 5332-R3 Products
seq 9
Product Model, Number or Name
4
SERIES 420 ALUMINUM SGD REINFORCED
5
SERIES 420 ALUMINUM SGD REINFORCED
7
SERIES 420 REINFORCED ALUMINUM SGD
8
SERIES 4301440 ALUMINUM SGD
9
SERIES 430/440 REINFORCED ALUMINUM SGD
F1.0115217-R4
Code
I= Versto
Manufacturer
Revision 2014
MI Windows and Doom
Category: Windows
Subcategory: Single Hung
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#1 52117-1114 Products
22"
Product Model. Numkilir or Name
4
SERIES GA 195 ALUMINUM SH
5
SERIES GA 195 ALUMINUM SH
7
SERIES GA 195 ALUMINUM SH
8
SERIES GA 195 ALUMINUM TRIPLE SH
9
SERIES GA 195 ALUMINUM TWIN SH
FL#15333-R2
Code
im Versio Manufacture
Revision 2014 MI Windows and Doors
Category: Windows
SubCategory: Mullions
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FLX1 5333-R2 Products
211111 ct Model. Number or um
7 1445,5347 AND 5547 VERTICAL MULLION
FL#5444-RIO
2292
Versio Manufacturer
Revision 2014 CertainTeed Corporation -Roofing
Category: Roofing
SubCategorf. Asphalt Shingles
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL15444-RlO Products
Product Model, Number or Name
1 GertainTeed Asphalt Roofing Shingles
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Product Description
SERIES 420 ALUMINUM SGD REINFORCED 0)�
XO, )0(96"x96"
SERIES 420 ALUMINUM SGD REINFORCED XXX
l43"-,x96",
SERIES 420 REINFORCED ALUMINUM SGD OXO
146"x98",
SERIES 43Qt440 ALUMINUM SGD)00(
143"x80" NON -REINFORCED
SERIES 430/440 REINFORCED ALUMINUM SGD
)0(X 143"x98"
Page 1 of 2
1/942017
Quality Assurance
Approved for Use
Appirtived for Use
Impact
Design
Contract Expiration Date
In HVHZ
Outside HVHZ
Resistant
Pressure
12131/2017
No
Yes
No
NIA
12/31/2017
No
Yes
No
N/A
12131/2017
No
Yes
No
N/A
12/31/2017
No
Yes
No
N/A
12131/2017
No
Yes
No
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Contact Engineer & License
Brent Sitlinger Luis Roberto Lomars
(717) 385-3300 PE-62514
bsitinger@miM.com
Product Description
SERIES GA 195 ALUMINUM SH NI 44XB4
SERIES GA 195 ALUMINUM SH NI 54X72
SERIES GA 195 ALUMINUM SH NI 54X72
SERIES GA 195 ALUMINUM TRIPLE SH NI
CONTINUOUS HEAD AND SLL 10BX72 NON
IMPACT
SERIES GA 195 ALUMINUM TWIN SH NI
CONTINUOUS HEAD AND SILL 88 1/8X72
Validated By
Steven M. Urich, PE
(717) 317-8454
Page 1 of 2
119n017
Date Date Pandina Date
Validated Submitted FBC Approval Appmvecl Xan
08r3012015 06125/2015 07AW2015 08/19/2015 Approved
QualltyAssurance
Contract Expiration Date
12/31/2017
Approved for Use
In ljVHZ
No
Approved for Use
Outside HV
Yes
Impact
Resistant
No
Design
Pressure
N/A
12/31/2017
No
Yes
No
N/A
12/31/2017
No
Yes
No
N/A
12131/2017
No
Yes
No
N/A
12/31/2017
No
Yes
No
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Contact Enalneer & License
Brent Sitfinger Luis Roberto Lomas
(717) 366-3300 PE-62514
tisillingerCrnivid.com
Product Descriation
1445,5347 AND 5547 VERTICAL MULLION
Validated By
Steven M, Urich, PE
(717) 317-M4
Page 1 of 1
lM2017
202 211 Date Pendina 211111
Valmdated Submitted FBCApproval Aipproved Status
06/29/2015 06/19/2015 07/05/2015 08/19=15 Approved
Ifty Assurance Approved for Use Approved for Use Impact Design
Cont Expiration 5ate in HVHZ Outside HVHZ Resistant Pressure
12r3l/2017 No Yes Yes NIA
Florida Department of Business & Professional Regulation Page I of 2
Building Codes and Standards 1/912017
Product Approval Application Detail
Entity or 211A 292 Date Pending 21a
Contact Engineer & License Validated By Validated Submitted FBCApproval Approved
Mark Harrier Robert Nieminen John W. Knezevich, PE 12114/2016 12M8/2016 12/15=16 Pending FBC Approval
(610) 651-5847 PE-59168 (954) 772-6224
mark d.hamer@saint-gob
ain.com
Quality Assurance Approved for Use AppTayed for Use Impact Design
Product Description Contract Expiration Q= In HVHZ Outside HVHZ Resistant Pressure
3-tab, 4-tab, strip (no -cut-outs), laminated and 07A=1 7 No Yes NIA NIA
architectura(asphait root shingles
Cn
-0
>
j-
C..)
2
o
2
CU
-0
4-,
Cf)
CD
=3
-0
CU
C-)
-cu
-0
U)
_0
=
0
c
2
8_
CU
a
0)
C)
ICU
LL
%4--
0
CU
>
C/)
U)
E
L_
0
.2
CU
0
L_
CIO
4
U)
Z
Z
W
CIO
CIO
(1)
C:
0
U)
0 ICU
0
CL
ry <
4-0
CIO
C)
L_
U)
ICU
M
<
ICU
LU
Z
Z
_j
SHEET NO.
PA 1.1
Florida Department of Business & Professional Regulation Page I or 3
Building Codes and Standards VM017
Product Approval Application Detail
Quality Assurance Approved for Use Approved for Use Impact Design
Product Description Contract Expiration Date In HVKZ Outside HVHZ Resistant Pressure
Asphalt saturated organic fell 01/07/2019 No Yes N/A N/A
Search Cdbft
Code Version:
2014
FL t.
12328
Application Type:
ALL
Product Manufacturer.
ALL
Category:
ALL
Subcategory:
ALL
Application Status:
ALL
Compliance Method:
ALL
Quality Assurance Entity Contract Expired:
ALL
Product Model, Number or Name:
ALL
Product Description:
ALL
Approved for use In HVHZ:
ALL
Approved for use outside HVHZ:
ALL
Impact Resistant
ALL
Design Pressure:
ALL
Date From:
ALL
Date To:
ALL
FL0207&R7
2212
yt= Manufacturer
Affirmation 2014 Florida Metal Products Inc.
Category. Roofing
Subcategory-. Roofing Accessories that are an
Integral Part of the Roofing System
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL=75-R7 Products
21" Product Model. Number or Name
I RV1 0
FLX?849-R9
Code
Type Versio Manufacture
Revision 2014 Soral Roofing Moniert-ifetile
Category: Roofing
Subcategory: Roofing Tiles
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FLIrMS-R9 Products
S-9 Product Model, Number or Name
13 Saxony 700 - Shake, Slate 8amp; Split Shake
14 Saxony 9W - Country Slate, Shake & Slate
15 Saxony 9W - Country sale, Shake, Slate & Split
Shake
16 Saxony 901) - Hartford Sate, Split Old English Thatch,
Shake, Slate, Country State
24 Villa 900
25 Villa 900
26 Villa 900
FL*l285s-R5
22512
I= yl[Wg Manufacturer
Revision 2014 Town and Country Industries,
Category: Shutters
SubCategory, Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#1265"5 Prod ucts
od" Product Model, Number or Name
1 0.050" Aluminum Storm Panel
2 "Safety Edge" Storm Panels
3 24ga Steel Storm Panel
4 Muminum Hinged Storm Panel
Florida Department of Business & Professional Regulation Page 1 of 1
Building Codes and Standards V90017
Product Approval Application Detail
Entity or 202 20 Date Pending Date
Contact 1a2W22LLU%M Validated By Validated Submitted FSC Approval Approved status
Clark Jones Miami -Dade BCCO - EVI_ Miami -Dade BCCO - VAL 02t27/2015 02(27/2015 031'09/2015 Approved
(904) 783-84M (788) 315-2590
clark@flart=.com
Quality Assurance AoDroved for Use Approved for Use Impact Deslan
Product Description Contract Expiration In HVHZ Outside HVHZ Resistant Pressure
RV10 ALUMINUM RIDGE VENT 01/3112018 Yes Yes NIA NIA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Contact Engineer & License Validated By
Thomas Jernmett ICC Evaluation Service, LLC Gary W. Walker
(802) 2M2288 (205) 854-0180
thornas.jernmetoboral.co
M
Product Description
Flat Profile - Stockton
Flay Profile - Henderson
Flat Profile - Lake Wales
Flat Profile - Stockton
Medium Protile - Lake Wales
Medium Profile - Denver
Medium Profile - Stockton
Pagel of 3
Date Date Date Pending Date
Validated Submitted FBC Approval Approved Status
09/10/2015 08/25/2015 09/20/2015 Approved
Quality Assurance Approved
for Use
Aocroved for Use
Impact
Design
Contract Expiration Date
In HVHZ
Outside HVHZ
Resistant
Pressure
12131/2018
No
Yes
N/A
N/A
12/31/2018
No
Yes
NtA
NIA
12/31/2018
No
Yes
N/A
NIA
l2t3l/2018
No
Yes
NtA
N/A
12/31/2018
No
Yes
N/A
N/A
12/31/2018
No
Yes
N/A
N/A
12131=18
No
Yes
N/A
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of I
1/912017
Entity or Date 20 Date Pending Data
Cantact Engineer & License Validated By Validated Submitted FSC Approval Approved saws
Tom Johnston Frank 1. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 0&22(2015 Approved
(954) 493-8551 PE-0046549 P.E.
tomj@tc-alum.com (305) 510-8531
Product Description
0.050" Aluminum Storm Panel with Optional
Clear Panels
"Safety Edge" Storm Panels, 28ga
(0,0l8"&quoQ Steel, 0.022" Alum (Perf
and Non-Perf), Clear Polycarb (Full and Hall)
24ga (0.0232") Steel Storm Panelwith Optional
Clear Panels
.050&quat Aluminum Non -Porous Hinged Storm
Panel
Quality Assurance
Contract Expiration Date
12f3l/2018
Approved for Use
In HVHZ
No
Approved for Use
outside HVHZ
Yes
Impact
Resistant
Yes
Design
Pressure
N/A
l2t3l/2018
No
Yes
Yes
+54/-54
12/3112018
No
Yes
Yes
+100/-100
12131/2018
Yes
Yes
Yes
N/A
FL#211675-RO
2292
T— Versio Manufacture
New 2014 HomeGuard Building Products, Inc.
Approved
Category: Roofing
Subcategory: Underlayments
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FLA21675-RO Products
uct Model. Number or Name
I ToughSkin Synthetic Underlayments,
FLX117202-Rl
220
Verslo Manufacturer
Revision 2014 Lomanoo, Inc
Category: Roofing
SubCategory'. Roofing Accessories that are an
Integral Part of the Roofing System
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
E191129211I.E1319991S
AW Product Model, Number or Name
I Deck -Air- DA-4
2 OmniRidge® PRO Vent PR04-N
FL#15076-R3
2292
I= Verslo
Manufacture
Revision 2014
Global Protection Products, U-C.
Category: Shutters
Subcategory: Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#15076-R3 Products
14W
Product Model. Number or Nam2
1
20 Gage Galvanized Steel Storm PaneIsfHVHZ
2
24 Gage Galvanized Steel Storm PanelstNHVHZ
FL#15076-R4
220
Versig,
Manufacturer
Revision 2014
Global Protection Products, U.C.
Category'. Shutters
Subcategory. Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Fiords
FL#15076-R4
Professional Engineer
Products
2W
Product Model, Number or Name
1
20 Gage Galvanized Steel Storm PaneWHVHZ
2
24 Gage Galvanized Steel Storm PaneWNHVHZ
FL#17869-RO
2"1
im Versio Manufacturer
New 2014 All American Shutters and Glass
Category: Shutters
SubCategory: Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FLM7869-RO eroducts
sea 9 Product Model, Number or Name
I 22ga, 24ga Steel Panels
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pagel of I
2/WO17
Entity or 21% 291 Date Pending 29&
Contact Eno Ineer & License Validated By Validated Submitted FBC Approval Aciciroved statu
John Cheslak Intertak Tesfing Services NA, Intertek'resting Services 02(01/2017 Olr2512017 02103r2017
(904) 240-1382 Inc. NA, Inc.
john.cheslak@hgwrap.co (804) 520-3321
m
Quality Assurance Approved for Use Aoproved for Use Impact Design
Product Description In HVHZ Outside HVHZ Resistant Pressure
ToughSkin IS, ToughSldn 20, Toughsdn 25, 01/01/2018 No Yes N/A NiA
ToughSkin 30, ToughSkin 50
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
1/10/2017
Entity or
20 Date Date Pendina
20
Contact Engineer & License
Validated By
Validated Submitted FEC Approval
Approved Status
AndrewCarter James L. Buckner, P.E.
Steven M. Urich, PE
05/01/2015 05/01/2015 05/10/2015
06/22/2015 Approved
(501) 982-6511 PE-31242
(717) 317-8454
acarter@lomanoo.com
Product Description
Low Profile, Polypropylene Plastic, Roof Vent
Quality Assurance
Contract Scoiration
07/10/2019
Approved for Use Approved for Use
Date In HVHZ Outside HVHZ
No Yes
Impact Deslan
Resistant Pressure
No +97.51-97.5
Mechanically Attached to Plywood Deck.
Molded Plastic, Roof Ridge Vent Mechanically
07/10/2019
No Yes
No +N/A/-185
Attached to OSB or Plywood Deck.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 1
119=17
Enft or 20 211111t Date Pend Ina 20
Contact Enalneer & License Validated By Validated Submitted FSC Apgroval Aporoved Status
Tim Robinson Walter A Tilft Jr., P. E. John W. Knezevich, PE 05tO6/2015 04124/2015 05/111'2015 061'2312015 Approved
(954) 689-7545 PE-44167 (954) 772-=4
tim.robirison@gppentoom
rU
Corrugated Galvanized Steel Storm Panels retained 12/3112017 Yes Yes Yes N/A
or not by tracks to provide hurricane protection.
Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes N/A
or not by tracks to provide hurricane protection.
Enitity or 2M 20 Date Pend Ina
Corded Engineer & License Validated By Validated Submitted FBC Approval Approved Status
Tim Robinson Walter A Tillit Jr., P. E. John W. Knezevich, PE 12121/2016 120112016 Validated
(954) 689-7545 PE-44167 (954) 772-6224
�m.robinson@gppent.com
F-T-7.
Corrugated Galvanized Steel Storm Panels retained l2t3l/2017 Yes Yes Yes N/A
or not by tracks to provide hurricane protection.
Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A
or not by tracks to provide hurricane protection.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 2
119/2017
Entity or 20 20 Date Pend Ina
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status
Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E. 0710312015 07/03(2015 07110/2015 08118/2015 Approved
(561) 712-QW2 PE-0046549 (954) 394-8521
rriiiieb@allarnericanshutte
rs.com
Quality Assurance Approved for Use Approved for Use Impact Design
Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure
22ga, 24ga Steel Storm Panels 12131/2017 No Yes Yes N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
FL#5219-R3
22ft
Entity or
im versig
Manufacturer
Contact Enalneer&Llcense
Revision 2014
Thompson Architectural Metals Company, Inc.
Scott Brown James L. Buckner
Category: Roofing
(813) 248-3456 PE-31242
SubCategory: Roofing Accessories that are an
fivalidationCyahoo.com
Integral Part of the Roofing System
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#5219-113
Products
210
Prod uct Model, Number or Nam 9
Product Description
1
1 - "Flat Top Off Ridge Vent with Baffle for Tile"
Minimum 26 Gauge Steel, Nominal 4', 6',
88#39;, or 10ƍ, Wide Off Ridge Vent Attached to
Abod Deck
2
2- "Round Top Off Ridge Vent with Baffle for
Minimum 26 Gauge Steel, Nominal 4', 8',
Tile"
8', or 10'r, Wide Off Ridge Vent Attached to
Wood Deck
3
3- "Standard Off Ridge Vent with Permanent Baffle
Minimum 26 Gauge Steel, Nominal 4', 6',
for Shingles",
8', or I O&M, Wide Off Ridge Vent Attached to
Wood Deck
FL#165MRI
2291
IM YOM Manufacturer
Affirmation 2014 O'Hagin Manufacturing, LLC
Category: Roofing
SubCategory- Roofing Accessories that are an
Integral Part of the Roofing System
Compliance Method: Certification Mark or Listing
FL#16588-Ri Products
Sea # Product Model. Number or Name
1 0' Hagin',s Cloaked Vent Tile
FLOISOOMI
220
Verslo
Manufacture
Revision 2014
Global Protection Products, U.C.
Category: Shutters
Subcategory'. Fabric Storm Panel
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#1508MI Products
11W
Pryduct Model, Number or Name
1
GPP FABRIC SHUTTER -SERIES 2000
FL#1999-R5
Versio
Manufacturer
Revision 2014
ITW Building Components Group Inc. Pasiode
Category. Structural Components
SubCategory: Truss Plates
Compliance Method: Evaluation Report from a
FL#i99"5
Product Evaluation Entity
Products
-04K S
Product Model. Numberor Name
I
ITW BCG Higher Strength (H & S)
2
ITW BCG Hinge Plate
3
ITW BCG Trulox
4
ITW BCG Wave
Validated By
Steven M. Urich, PE
(717) 317-8454
Page 1 of 1
I/RQ017
20 292 Date Pend Ina 292
Validated Submitted FIBC Approval Aciproved
05/01/2015 04/29/2015 D5110/2015 06/23/2015 Approved
Quality Assurance Approved for Use Approved for Use Im pact Design
Contract Expiraticioj= In HVHZ Outside IdVKZ Resistant Pressure
12131/2019 No Yes No N/A
12/31/2019 No Yes No N/A
12131/2019 No Yes No N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of I
ilIW2017
Entity or
Contact Ena [near & License
2= Date Pending
Validated By Validated Submitted FSC Approval
Anigroved
Status
Gregory Daniels Miami -Dade BCCO - CER
Ted Berman, PE 06/1 W2015 06/17/2015
OW512015
Approved
(707) 872-3620
(305) 868-4707
gdaniels@ohagin.com
Quality Assurance Approved for Use Approved for Use
Impact
Design
Product Description
Contract Expiration Date In HVHZ Outside HV
Resistant
Pressure
Attic Ventilation Product for ble roofing applications
04/04/2018 Yes Yes
NIA
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of I
lt9/2017
Entity a 20 M Date Pending Date
Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status
Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/0312015 06/231'2015 Approved
(954) 689-7545 PE-44167 (954) 772-6224
bm.robirison@gppent.com
Quality Assurance Approved for Use Aoproved for Use Impact Design
Product Descriction Contract Expiration Q& In HVHIZ Outside HVKZ Resistant Pressure
Coated Polyethylene Fabric Panels retained by tracks 126112017 No Yes Yes N/A
or direct mounted to provide hurricane protection.
Florida Department of Business & Professional Regulation Page 1 of 1
Building Codes and Standards 1WO17
Product Approval Application Detail
Entity al 20 Date Pend Ina 20
Contact Enaineer & License Validated By Validated Submitted FSC Approval Approved Status
Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 0=0/2015 03/29/2015 Approved
(847) 918-6473 (407) 881-1917
sleWs@alpineitw.com
Quality Assurance
Approved for Use
Approved for U
Impact
Design
Product Description
Contract Expiration Date
In HVHZ
Outside HVHZ
Resistant
Pressure
Metal Connector Plate
12131/2020
Yes
Yes
N/A
N/A
Metal Connector Plate
12J31/2020
Yes
Yes
N/A
N/A
Metal Connector Plate
12/31/2020
Yes
Yes
NIA
N/A
Metal Connector Plate
12r3l/2020
Yes
Yes
NIA
N/A
—00
:>
(1)
(1)
2
CL
0
CL
CU
0
L_
CL
0
0
2
C5_
C:
C
CD
c
0
- 0
LL_
%+—
0
CU
>
CD
E
0
L_
C/5
cc
402
CU
Z
Z
W
mi
C/)
CIO
<
(D
U)
ICU
>
0
L CL
CL
-6-0
0
C)
L_
Cn a -
ICU
2:N
00
LLJ
Z
Z
<
_j
SHEET NO.
PA 1,2.
FLA21197-R5
2=
Versla
Manufacturer
Revision 2014
MiTek Industries, Inc.
Category: Structural Components
Subcategory: Truss Plates
Compliance Method: Evaluation Report from a
FL#21197-R5 Products
Product Evaluation Entity
I
1" 9
Product Model. Number or Name
I
M18SHS
2
Mll 18
3
MT18HS
4
MT20
5
MT20HS
FLX1630-RO
2M
IM Versio Manufacturer
Revision 2014 Weyerhaeuser
Category: Structural Components
Subcategory'. Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluatiori Entity
FLA1630-RO Products
ANA
1 TJ( 110
2 TJI 210
3 TJI 230
4 TJI 360
5 TJI 560
6 TJI/560D
FL#1774-R4
22A
YIM Manufacturer
Revision 2014 Commercial Concrete Products,Inc.
Category'. Structural Components
Subcategory'. Products Introduced as a Result of
New Technology
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL*1774-RAI Products
Aw
I Quality Precast or Commercial Concrete Products
Florida Department of Business & Professional Regulation Page 1 of I
Building Codes and Standards IM2017
Product Approval Application Detail
Entity or 20 20 Date Pend Ina 2&
contact Engineer & License Validated By Validated Submitted FBC Approval Aooroyed Status
David Wert ]CC Evaluation Service, LLC ICC Evaluation Service, Xr=2015 08M 1/2015 07/05/2015 Approved
(314) 851-7480 LLC�
dvmrt@mii.00m (205) 599-9800
Quality Assurance Approved
for Use
Approved for U
Im Da
Desion
Product Description
Contract Expiration Date
in HV`HZ
Outside H
Resista
Pressu
18 ga. super high strength truss connector plate
12131/2017
yes
Yes
NIA
N/A
16 ga. truss connector plate
12t3112017
Yes
Yes
NIA
N/A
18 ga. high strength truss oonnector plate
1251/2017
yes
Yes
NIA
N/A
20 ga. truss connector plate
12t3l/2017
Yes
Yes
N/A
N/A
20 ga. high strength truss connector plate
1213112017
Yes
Yes
N/A
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of I
1WO17
Entity or 20 20 Date Pend Ina 20
Contact Enoineer & License Validated By Validated Submitted FBG Aporoyal Approved Status
Jim Anderson ]CC Evaluation Service, LLC James A. Rothman, P. E 07/06/2015 05/12/2015 07/3012015 Approved
(253) 924-4064 (608) 839-1344
jim.anderson2@weyerhae
user.corn
Product Description
Prefabricated Wood I -joist
Quality Assurance
Contract Expiration Date
03/31/2017
Ajogroved for Use
In KVHZ
No
AoDroved for Use
Outside HV`HZ
Yes
Impact
Resistant
NIA
Design
Pressure
NIA
Prefabricated Wood I -joist
03/31/2017
No
Yes
N/A
NIA
Prefabricated Wood 1-joist
03/31/2017
No
Yes
N/A
N/A
Prefabricated Wood i-joist
03/31/2017
No
Yes
N/A
N/A
Prefabricated Wood I -joist
03/31QO17
No
Yes
N/A
NIA
Prefabricated Wood I -joist
03/31/2017
No
Yes
N/A
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Contact Engineer & License
Robert Gillis THUY H. HUYNH
(813) 659-3707 PE-60122
precastgatDrCyahoo.00m
Product Description
Precast and Prestressed Concrete Lintels
Validated By
Florida Engineering
Solutions
(352)5W5311
Page 1 of 1
1/912017
20 Date Date Pending 20
Validated Submttted FBC; Approval Approved Status
07/03r2015 M4/2015 08/20/2015 08/26/2015 Approved
Quality Assurance Aporoved for Use ADDroved for Use Impact Design
Contract Expimtlga2a n HVKZ Outside HVFlZ Resistant Pressure
05/25/2024 No Yes N/A N/A
FL#1644-R4
0A
UR YgMJ2 Manufacturer
Revision 2014 Boise Engineered Wood Products
Category: Structural Components
Subcategory: Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#1$44-R4 Products
seq # Product Model, Number or Noma
I Versa -Lam
Search Criteria
FL%527-RS
220
I= YlMig
Manufacture
Revision 2014
Weyerhaeuser
Category: Structural Components
Subcategory: Engineered Lumber
Compliance Method: Evaluation Report from a
FLAW27-RO Products
Product Evaluation Entity
AW
Product Model. Number or Name
1
iLevel Rim Board
2
Microllem LVL
3
Parallam PSL
4
TimberStrand LSL
171.0527-R7
92SLq
IM Verst
Manufacture
Revision 2014
Weyerhaeuser
Category: Structural Components
Subcategory: Engineered Lumber
Compliance Method: Evaluation Report from a
FLOW27-R7 Products
Product Evaluation Entity
SNMA
Product Model. Number or Name
1
Microllam LVL
2
Parallam PSL
3
TimberStrand LSL
4
TJ Rim Board
5
Weyerhaeuser Rim Board
FL#5450-R5
2ZL11
Versio Manufacturer
Revision 2014 Powers Steel Inc.
Category: Structural Component;
Subcategory., Products Introduced as a Result of
NewTechnok)gy
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#545M5 Products
&ME ProductModel NumberorName
I PSbox8LT, PSbox8LT(5-5/8)
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
1/9/2017
Entity or RM Date Date pending 20
Contact Engineer & License Validated SV Valiclabad Submitted FBC Aporoyal Approved
Robert Taylor ]CC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/0612015 06102t2015 Approved
(541) 8284Y" Wood Association
roberttaylor@bc.com (253) 62G-7467
Quality Assurance Approyed for Use Apiproved for Use Impact Desion
Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure
Laminated Veneer Lumber 01/01/2035 No Yes N/A N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of 1
1/9f2017
Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05112t2015 07/30/2015 Approved
(253) 924-4084 (608) 839-1344
jim.anderson2@vmyerhae
user.corn
Product Description
Structural Composite Lumber or Oriented Strand
QualftyAssurAnce
Contract Expiration QM
03/31/2017
Approved for Use Approved
In HVHZ Outside
No
for Use
HYHZ
Yes
Impact
Resista
N/A
Desion
Pressure
N/A
board Rim Board
Laminated Veneer Lumber
03/31/2017
No
Yes
N/A
NIA
Parallel Strand Lumber
03/31/2017
No
Yes
N/A
NIA
Laminated Strand Lumber
03/31/2017
No
Yes
N/A
N/A
Entity o
20 20
Date Pending
2&
Contact Enalneer & License
Validated By
Validated Submitted
FSC Approval
Approved
Status
Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P. E
10/3112016 10/25=16
11/05/2016
Approved
(253) 924-4084
(608) 839-1344
jim.anderson2@wsyerhaa
user.com
Product Description
Quality Assurance
Contract Expiration Date
Approved for Use
In H=
Approved for Use
Outside HVKZ
Impact
Resistant
Design
Pressure
Laminated Veneer Lumber
03/31/2017
No
Yes
N/A
NIA
Parallel Strand Lumber
03/31/2017
No
Yes
N/A
N/A
Laminated Strand Lumber
03/31/2017
No
yes
N/A
NIA
Structural Composite Lumber or Oriented Strand
03/31/2017
No
Yes
N/A
N/A
board Rim Board
Oriented Strand Board Rim Board
03/31/2017
No
Yes
N/A
N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
caux
Contact Enairteer &License
william powers Steven W. Schaub
(602) 437-1160 PE450509
bili@povvemsteel.com
Product DescriNon
Powers Steel lintels are field assembled linials
oonsisting of preformed steel lintels combined with
concrete masonry units, grout, and steel reinforcing
bars.
Validated By
SAMUEL A.
GREENBERG, RE,
(813) 645-0166
Page I of I
I/W017
20 20 Date Pend Ina 211119
Validated Submitted M Aipproyal Approved Status
03t26M15 0312312015 03/3012015 06r,= 15 Approved
Quality Assurance Approved for Use Approved for Use Impact Desion
Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure
01/27f2017 No Yes N/A NIA
FL#1645-R4
Code
Vemio Manufacturer
Revision 2014 Boise Engineered Wood Products
Category: Structural Components
Subcategory: Engineered Lumber
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FLA1645-R4 Products
300 X Product Model, Number or Name
1 AJS Joists
FL#j 58-R7
Code
Versio
Manufacturer
Revision 2014
CAST-CRETE USA, Inc.
Category. Structural Components
Subcategory: Products Introduced as a Result of
Now Technology
FLX158-R7 Products
Compliance Method: Certification Mark or Listing
Sao 6
Product Model, Number or Name
1
High Strength Concrete Lintels
FLjM 58-RO
2992
Versio
Manufacturer
Revision 2014
CAST-CRETE USA, Inc.
Category: Structural Components
Subcategory: Products Introduced as a Result of
New'rechnology
FLX1 5MO Prod=
Compliance Method: Certification Mark or Listing
§W
Product Model. Number or Name
1
High Strength Concrete Lintels
FLO11383-R4
code
Verslo Manufacturer
Revision 2014 Powers Steel Inc.
Category: Structural Components
Subcategory: Products Introduced as a Result of
New'rechnology
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FLXi136"4 Proclueft
S-0 Product Model, Number or Name
I PowarBOX8 Lintels
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 1 of I
1/WO17
Entity or 21111A 201 Date Pending Date
Contact Engineer & License Validated BV Validated Submilited F13C Approval Approved joam
Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 0512712015 05ID612015 06/02/2015 Approved
(541) 82e-0200 Wood Association
roberttaylorCbc.00m (253) 620-7467
Quality Assurance Approved for U Approved for Use Impact Design
Product Description Contract Expiration Date in HV`HZ Outside HVKZ Resistant Pressu
Wood "l"', Joists 01/01/2035 No Yes N/A N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page i d I
119f2017
Entity or 20 20 Date Pend Ina 20
Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status
Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02124/2015 03/181X15 Approved
(813) 621-4641 (786) 315-2590
cparrino@r-astcrete.com
Quality Assurance Approved for Use Approved for Use Im pact Deslan
Product Description Contract Expiration Date In HVHIZ Outside HVHZ Resistant Pressure
4. 6, 8, and 12 inch wde lintels 05/21/2016 Yes Yes N/A N/A
Entity or Mil DatePendina
Contact Engineer & License Validated By Validated Submitted FBC Approval Aparoved
Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/05W16 Approved
(813) 621-4841 (786) 315-2590
cparrino@castcrete.com
Quality Assurance Approved for Use Aporoved for Use Impact Desian
Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure
4. 6, 8, and 12 inch wide lintels, 05121/2017 Yes yes N/A N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Conta Enalneer & License
william powers Steven Schaub
(602) 437-1180 PE-60509
billCpowerssteei.00m
Product Descriation
Powers Steel Lintels are field assembled oonsisting
of preformed steel lintels combined with brick or
concrete masonry units, grout and steel reinforcing
bars.
Validated By
SAMUEL A.
GREENBERG, P.E,
(813) 845-0166
Page I of 1
119f2017
20 20 Date Pend [no 20
Validated Submitted F13C Approval Approved
03/26/2015 03/23/2015 0313012015 06/22/2015 Approved
Quality Assurance Approyed for Use Approved for Use Im pact Design
Contract Expiration Date in HVHIZ Outside HVHIZ Resistant Pressure
01101/2017 No Yes N/A NIA
_�_j
a)
a)
C_
Cn
-0
—Cu
>-
a)
C--
2
a)
2
-1-
0
CU
-0
U)
a)
0
0
0
0
CD
ICU
0
.0
CU
0
>
Cn
Cn
(D
(n
E
"
0
-2
CU
0
16-
0�.
CU
_0.a
"+-
40
(n
0-
<
QD
CD
U)
ICU
0
116-
CL
CL
CIO -0
C)
-ifililli'lli'a
C/)
ICU
CL
F_
ICU
LU
<
Z
z
Q_
SHEET NO.
PA 1-3�
s
6t4g
kcttnA,r-
� zd�7
65S-7
S
i.