HomeMy WebLinkAbout36480 Garden Wall WayKITCHEN
O.BATH
VARIES, 2" LESS THAN
CABINETS BELOW
MIRAOR SHWR. SHWR.
HEAD
CURTAIN
ROD -0 0
24" TOWEL BAR TOWEL BAR IN
ON WALL ABOVE TUB OR SHWR
TOILET
TOWEL BAR
9 ON BATHROOM WALL SHWR. . 6�
VALVES
M 50
TO LET SOAP
PAPERDISH
HOLDER
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TUB
CN
9
9
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KITCHEN
INTERIOR DETAILS
SCALE: 1/4" V-0"
THIS DIAGRAM DEPICTS TYPICAL INSTALLATION
NOTE:
GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS
0
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DOUBLE
RODS
SINGLE
ROD
BATHROOM 2
16"
42" H UPPER
CABINETS
36'H UPPER
CABINETS-
30" H UPPER
CABINETS
OVERHANGS THAT
EXCEED12"MAY
REQUIRE A SUPPORT
BRACKET 36" H BASE
0 FINISHED CABINETS-
0
0 COUNTER TOP 30" H BASE
b
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CABINETS -
U) a-
F 2x
FRAMING-
17 ?0
1/2" GYP N
BOARD
A FIN. FL,
zx P. I. PLATE!,
N
co
b� I �
BATHROOMS, SHOWERS AND TUBS
CLOSETS/LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING
BLOCKING
AND
MOUNTING
DETAILS
SCALE: 1/4" 1'-0"
AC PAD
12'-0" 13'-0" L
If
S-9"
1 '4'
HB
NOOK
8' -8 FL& cLG. -
17
TILE
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il
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-8" FLAT CLG
-0"
1' TILE
1; A
1111111it- -
REF.
6
tD
[5 1
6-71'
LANAI
8'-0" FLAT CLG. AFF
04
FAMILY
8'-8" FLAT CLG.
CARPET
1141XII'4" "L"
SHAPE CMU
COLUMN
J
TYP. @ 2
STORY. SEE
FLOOR G.T.
-- - - - - JJ/S6 @
STEMWALL
3
(3) 2x4 #2 SPF
2 STUDS w/ (3) 16d DINING
GG S @ BASE 8'-8" FLAT CLG.
NAIL
S3
80 CARPET
0 -1
(D
TYF
4'-2,1 42" H 1/2 WALL
4 3-41 OR RAILING PER
SPECS FLOOR G.T.
- - - - -- -- - - - -
CD
(3) 2x4 #2 SPF
U L7r - /13\ -
3 (3)_
2 STL
1 NAII
0
WIRE SHELF @
I I 1;_� - ---I i - I r - I -_ T
+54" A.F.F. I = - _:::� - I I -1--- 4-
4068 ARCH
i PWDR
PLUMBING LINE I
D. GG __1 __4 8'-8" FLAT CLG.
TO SECOND L(3) 2x4 #2 SPF
S3
TILE STUDS wl HTT1 6
FLOOR
AT BASE
DRYER VTE PEQ_&NK
FOYER
LAUN Q 1 0 8'-8" FLAT CLG.
8'-8" FLAT CLG.
�S4) TILE
HANSON BOX TILE
..........
36" A. F.F.
-)VV
1
5-4-
W/ 2x4 WALL Z LU
EXTERIOR WALL
_J 6-74'
___ I ---I I
0 Z
PAD OUT 1IT-110" z 0 1 ;: 1 1
9
I _N
BUILDER TO
EDGE OF SLAB 2
0 35
0 PROVIDE APPLIANCE BEYOND WALL
D1
CC PROTECTION WHEN 00
NOTE: FINISHED WALLS
0
__ REQUIRED PER FBC
F- Fr TO BE FLUSH. FIELD
CV)
LU
- LU _J 8'-8" CLG. A.F.F. G.T. VERIFY.
00 > - - - - - - - - - - - - - - - - - - - - - --
- - - - - - - - - - - - - - - T T --- - - - - - - - - - - - - - - - -
8'-0" CLG. �.F.F.
I
2 LIJ LU JENTRY I
L) '-0" FLAT CLG. AFF
LU
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9 2 -
LD - - - - - -
50 >_
LL GARAGE
Acc��S
8'-0" CLG. A.F.F.
LU
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TYP. @ SINGLE b
C14
STORY 4'-4"
(SEE AA/S3 FOR
STEM OPT.)
OP 9 r
10
K
S4
HB TYP. @
GARAGE
C?
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- - - - - - - - - - - - - - - --- - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - ",
16070 OVERHEAD DOOR
116-0" V-8"
19'-4" 6-8"
LO
co
1'-4"Xl
SHAPE CMU
COLUMN
F,
Cl)
HEADER SCHEDULE
ARK
MARK
HEADER SIZE
REMARKS
H1
(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) - 1 3/4" X 11 1/4 LVL
-
2.OE Fb=2950
(2) - 1 3/4" X 9 1/4"
LVL 2.OE Fb=2950
(2) - 13/4" X 16"
LVL 2.OE Fb=2950
- 1 3/4" X 7 1/4"
<@>(2)
LVL 2.OE Fb=2950
(2)-2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
RA G
FLIT CH 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"
(A
+29.7 / -32.2
+29.7 -39.7
+28.3 / -30.8
+28.3 -37.0
+26.6 / -29.1
+26.6 -33.5
SEE SN SHEET SEE SN SHEET
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18 J X 25
S.H.
13
20 X 38
18JX37J
S. H.
14
20 X 501
181 X 50
2
S.H.
15
20 X 63
18 1 X 62
S.H.
16
20 X 72
18 1 X 71 1
2
S.H.
27 1/4 X 26
26 X 25
S.H.
1H3
27 1/4 X 381
26 x 37
S.H.
1H4
27 1 X 501
26 x 50
S.H.
111-15
27 14 X 63
26 X 62 1/2
S.H.
11-16
27 1 X 72
26 X 71 1/2
S,H.
22
37 JX 26
36 2' X 25 1/2
S.H.
23
37JX383
8
36 J X 37 3/4
S.H.
24
37JX505
8
36 � X 50
S.H.
25
37 J X 63
36 X 62 1/2
S.H.
26
37 J X 72
36 X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73 J WIDE
S.H.
32
54 X 26
52 J X 25 1
S.H.
-
33
54 X 381
8
52 1 X 37 1
4
S.H.
-
34
54 X 501
52'X 50
2
S.H.
35
54 X 63
52'X62'
2 2
-
S.H.
36
54 X 72
52 1 X71
2
S.H.
39X59
40X59
N/A
S.H.
[66 UE 39X�59
79 X 59
N/A
S.H.
R302.5 Dwelling/Garage Open I ng/Penetration Protection
Opening and penetrations through walls or ceilings separating the
arage shall be in accordance with sections
dwelling from the g
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage a
nd residence shall be equipped with solid wood doors
-3/8" in thickness, solid or honeycomb -core steel
not less than 1
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 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 not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
tachment of gypsum board shall comply with Tab;e R702.3.5.
At
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
9 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.
- Not Less
o Structure(s) Supporting Floor/Ceiling Assemblies
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 top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
r (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
control devices that comply with Section R312.2.2.
3. Operable windows that are provided with window opening
Chapter 45 Private Swimming Pools
Outdoor sWimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated 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.
Where gas water heaters are installed. Water heaters shall be
re
installed a min. of 18" above fIr. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
WALLLEGEND
MASONRY HGT. @ 8'-8" A.F.F.
MASONRY HGT. @ 8'-0" A.F.F.
TYP. 2x FRAME WALL
117191 I'll 1.1 BEARINGWALL
7
INTERIOR BEARING WALLS NOTED "FLOOR
BEAR ING ONLY"ARE FLOOR SYSTEM
SUPPORTING ONLY AND REQUIRES NO
UPLIFT CONNECTORS TO FLOOR SYSTEM
AREA TABULATION
FIRST FLOOR LIVING AREA 952 S.F.
SECOND FLOOR LIVING AREA 1121 S.F.
TOTAL LIViNG AREA 2073 S.F.
GARAGE 396 S.F.
LANAI 104 S.F.
ENTRY 32 S.F.
TOTAL SQ. FT. 2605 S.F.
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CON C 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 KRAFTFACED
(GARAGE LIVING)
FIRST FLOOR PLAN A
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the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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22-09405
SCALE
AS NOTED
SHEEr NO.
SCALE: 4"=V-0"
Illi-l"M if! n r -7 11" 1 J
42" KNEE WALL WITH
1 x8 CAP & CASING OR
36" RAILING
4-- RAIL;
(DB-
36" H. CONT.
GRASPABLE RETURN TO
3/4" PLYWOOD RAILING
16 DECKING J
L DETAIL
15�
14, NTs
)StE.L
13,
PRE-ENG FLOOR
12i
TRUSS
i
10 1 x TREAD (TYP.)
3/4" PLYWOOD -9 i @)
8 6-7
DECKING -
7 1 x RISERS (TYP.) 2x4 THRUST ;0
2x6 LANDIN BLOCK
6 F, 00
2x4 FRAMING (3) 2x12
5
--42" KNEE WALL WITH F' STRINGERS
4 4 W' 1x8 CAP & CASING OR D2
3 36"RAILING 3/4"PLYWOOD D
DECKING TYP. @ O(D
2 2x4 THRUST 2x6 LANDING CORNERS (2) 25-SH
Cl) BLOCK EGRESS I(k
2x4 FRAMING
_3 2
OD A
G__
IG
TYP. STAIR SECTION_
STAIR CALCULATIONS:
TOTAL RISE = 10'-0 3/4"
(16) RISERS AT 7 -9/16"
10" TREADS w/ 3/4" NOSING
Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7.
Riser height:
The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the
adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
Tread depth:
The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of
the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any
flight of stairs shall not exceed the smallest by more than 3/8 inch.
Winders:
Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost
projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6
inches at any point within the clear width of the stair.
Nosings:
The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not
more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the
smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings.
Beveling of nosings shall not exceed 1/2 inch.
Handralls:
Handrails shall be provided on not less than 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 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a
point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be
returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than
11/2 inches between the wall and the handrails.
Grip -size:
Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches
or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
Guards:
Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30
inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side.
e e
quired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36
nches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the
c
reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a
p p
here 4 inches in diameter.
I
nder-stair protection:
nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side
it
ith 1/2-inch gypsum board.
SEE PLAN FOR LANDING DEPTH
MIN. (3) 2x STUDS R
@ END OF LANDINC
BELOW HDR. BEAM
STANDARD (3) 2x1
STRINGERS w/
SIMPSON A35/USP
MP34 CLIP TO
FLOOR SYSTEM 0
LANDING FRAMIN(
(2) 2x HDR.
REQ'D @ ENI
LANDING FOI
STRINGERS'
CONNECTTC
PLY SHEATHING OVER
LANDING ATTACHED PER
GENERALFLOOR
CONSTRUCTION NOTES
2x8 #2 SYP JOISTS @ LANDING
@ 116"O.C. w/ SIMPSON A35/USP
MP34 OR LUS26 HANGER ON
EA. SIDE
MASONRY OR WOOD WALL,
SEE PLAN
2x8 #2 SYP (P.T. IF MASONRY
WALL) CONTINUOUS LEDGER
w/ (3) 16d NAILS @ 16" O.C. MAX.
TO EA. STUD. ((2) 1/4"X3 1/2"
TITENS @ 16" O.C. MAX. FOR
MASONRY WALL)
GENERAL LANDING FRAMING INFO.
SCALE: N.T.S.
9'-0" MAX LANDING LENGTH
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SUITE
8'-0" FLAT CLG
CARPET
MJ4068
B. F. %M
-----------
R/SH
16--l"
Eli
2x4 #2 SPF STUDS @ 16"
0(a) O.C. TYP. @ 2nd FLOOR
1/2 33 SH � �6 EXTERIOR WALLS
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8'-0" FLAT CLG
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OR RAILING PER B.F.
SPECS I I b�� I
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13 A R/SH
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26-121"
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REVISION NOTES 12/17/2009:
1 . ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS
ARE TO BE FRAMED DOWN TO 8'-0" A.F.F.
2. ALL BLOCK WALL FURRING IS TO BE 24" O.C.
EXCEPT IN WET AREAS. SPACE WET AREA
FURRING AT 16" O.C.
TO BE PANNED WITH A PRE-FAB. BASE.
4. ALL VANITY HEIGHTS ARE 36" A.F.F.
5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2"
RECESS. REFER TO MASON'S SCOPE FOR
RECESS WIDTH.
6. ALL BATHROOMS HAVE ONE MEDICINE CABINET
7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F.
8. ALL TUB DECKS ARE SIZED AS FOLLOWS;
40'PRODUCT LINE - MIN. 48" x 64"
50'PRODUCT LINE - MIN. 48" x 76"
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
<e(2)
>
- 2X6 #2 SYP W1 1/2"
FILITCH PLATE
- 2X8 #2 SYP W/ 1/2"
<e(2)
>
FLITCH PLATE
<@(2)
>
- 2X 10 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 2 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVIL
2.OE Fb=2950
- 13/4" X 9 1/4"
<@(2)
>
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
RAG
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"
r-A')
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
`�;SEE
J
SIN SHEET SEE SN SHEET
140MPH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18�X251
S.H.
13
20X38J
182' X 37
S.H.
14
20 X 501
18 12 X 50
S.H.
15
20 X 63
184X62i
S.H.
16
20 X 72
18 21 X 71
S.H.
27 1/4 X 26
26X25J
S.H.
1H3
27 1/4 X 38 J
26 x 37
S.H.
1H4
2714 X 50 8
26 x 50
S.H.
1H5
27 1 X 63
26 X 62 1/2
S.H.
11-16
2714 X 72
26 X 71 1/2
S.H.
22
37 J X 26
36 X 25 1/2
S.H.
23
37 J X 38 J
36 X 37 3/4
S.H.
24
37 J X 50 5
36 4 X 50
S.H.
25
37 J X 63
36 'X 62 1/2
S.H.
26
37 3 X 72
36 1 X 71 1/2
S.H.
DOUBLE 2 WIDE
75"TALL
73 J WIDE
S.H.
32
54 X 26
52 � X 25 J
S.H.
33
54 X 38 J
52 12 X 37 1
S.H.
34
54 X 501
52 2X 50
S.H.
35
54 X 63
52 1 X 62
S.H.
36
54 X 72
5221X71
S.H.
39X59
40 X 59
N/A
S.H.
[��LE 39X59
79 X 59
N/A
S.H.
General Notes
R302.5 Dwelling/Garage Open i ng/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
the garage and residence shall be equipped with solid wood 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.
R302.5.2 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 not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
• 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 top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated 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.
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
17771 1 1 1 1 1 MASONRY HGT. @ 8'-0" A.F.F.
TYP. 2x FRAME WALL
BEARINGWALL
INTERIOR BEARING WALLS NOTED "FLOOR
BEARING ONLY"ARE FLOOR SYSTEM
SUPPORTING ONLY AND REQUIRES NO
UPLIFT CONNECTORS TO FLOOR SYSTEM
AREA TABULATION
FIRST FLOOR LIVING AREA 952 S. F.
SECOND FLOOR LIVING AREA 1121 S. F.
TOTAL LIVING AREA 2073 S.F.
GARAGE 396 S. F.
LANAI 104 S. F.
ENTRY 32 S.F.
TOTAL SQ. FT. 2605 S. F.
INSULATION REQ.
LOCATION R-VALUE / TYPE
EXT CONC WALL R-4.1 HIGH PERM
EXT FRAME 2 x 4 R- 11 /R- 13 KRAFT FAC E-D
EXT FRAME 2 x 6 R-1 9 KRAFT FACED
CONDITIONED CEILING R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION JR-11/R-13 KRAFTFACED
(GARAGE / LIVING)
SECOND FLOOR PLAN - A
SCALE: Y4"=V-0"
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SCALE : AS NOTED
SHEET NO.
1.2
FIBERGLASS SHINGLE INSTALLED AS PER
MANUFACTURER SPECIFICATIONS
12
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T.O.P.—
HDR.HGT.---I,,.—-- - — — — — — — — — — — — — — — — — — — —
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12
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2ND FIN. FLR.
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ENTRY
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El FE 11 E.11 FE-11 FE] M --,,—FINISH ON CMU
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16070 OVERHEAD DOOR
FRONT ELEVATION - A
SCALE: 1/4" = V-0"
FIBERGLASS SHINGLE INSTALLED AS PER
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SCORED
STUCCO
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SCALE: 3/4" = V-0"
SCORED
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DECO SHUTTER
SCALE: 3/4" = V-0"
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— — — — — — — — — — — — — — — — — — I — i — — — — — — — — — — — — — — — — — — — — —
CJ / WEEP f
35 SH
-------------------------------
25 SH
—1 --------------------------------------------------------------------------
TEXTURED
CEMENTITIOUS
FINISH ON CMU
__T ------
RIGHT ELEVATION - A.
SCALE: 1/4" = V-0"
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
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Coverinq
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1 063, or ASTM C1 787 and the provisions of
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1 /2" long, 11 gage nails having
a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in
accordance with ASTM C1 063 or C1 787, or as otherwise
approved. (Refer to sheet SNI for the engineered method for
Lath attachment.)
Lathing Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.xl-1/2" long (3/4"-V crown) staples @
6" O.C. vertically/horizontally into the framing members.
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min. @ 6" O.C. vertically/horizontally or compatible adhesives,
exterior gun -grade, construction adhesive with 1 " dabs @ 6" O.C.
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
Control Joints: Install control joint lathing accessories in
conformance with C1 063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest ASTM
C1 063 & ASTM C1 861.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702.1 (1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type 1 felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturers installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturer's
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturers instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTIVI C920 Class 25 Grade ISIS or greater for
proper joint expansion and contraction, ASTM C1 281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
Exterior window/door openings.
Intersection of chimneys or other masonry construction with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
• Continuously above all projecting wood trim.
• Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
• At wall and roof intersection.
• At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
REV. 09.24.21
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the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NO:
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SCALE :
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SHEE7 NO.
2.1
FIBERGLASS SHINGLE INSTALLED AS PER
MANUFACTURER SPECIFICATIONS
4'OFFRIDGE VENT-
12
51
T.O.P.
HDR. HGT. — — — — — -- — — — — —
60 7 1/2 33 SH
F_ Ci
FIBERGLASS SHINGLE INSTALLED AS PER
MANUFACTURER SPECIFICATIONS
12
5L,.,-�
12
5
(2) 25 SH
EXTERIOR PLASTER
ON FRAME
2ND FIN. FLR. I — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — -
M.
I �_ CJ / WEEP
'T.
-R.— — — — I — —
TEXTURED
CEMENTITIOUS
FINISH ON CMU
35 SH
— — — — — — — — — — — — — — — — — — — — — — -- f - — — — — --
REAR ELEVATION - A
SCALE: 1/4" = V-0"
12
5
--------------------------- ------ ------------------------------
- — — — — — --- — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
Ci Ci
EXTERIOR
PLASTER ON
FRAME 25 SH OFFRID E VENT
2ND 1
-------------------------------
- — — — — — — — — — — — — --- — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — - - -
FLASHING
T.O.M.
T.O.M.
CJ / WEEP GAR./ ENTRY
HDR. HGT.
— — — — — --- — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t
TEXTURED —
CEMENTITIOUS
FINISH ON CMU
IFIN. FLR.
LEFT ELEVATION - A
SCALE: 1/4" = V-0"
B01o?
80
General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
"G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Covering
R703.7 Exterior Plaster.
installation of these materials shall be in compliance with ASTM
C926 and ASTM C1 063, or ASTM C1 787 and the provisions of
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1 /2" long, 11 gage nails having
a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in
accordance with ASTM C1 063 or C 1787, or as otherwise
approved. (Refer to sheet SNI for the engineered method for
Lath attachment.)
Lathing Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.xl-1/2" long (3/4"-1" crown) staples @
6" O.C. vertical ly/horizonta Ily into the framing members.
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min. @ 6" O.C. vertically/horizontally or compatible adhesives,
exterior gun -grade, construction adhesive with 1 " dabs @ 6" O.C.
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
Control Joints: Install control joint lathing accessories in
conformance with C1063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest ASTMI
C1 063 & ASTM C1 861.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702. 1 (1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
R703.7.3 Water -Resistive Barriers.
Water -resistive barriers shall be installed as required in Section
R703.2 and, where applied over wood -based sheathing, shall
include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper.
The individual layers shall be installed independently such that
each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to
the water -resistive barrier is directed between the layers.
R703.2 Water -Resistive Barrier.
One layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D226 for Type I felt or other approved
water -resistive barrier shall be applied over studs or sheathing of
all exterior walls. No. 15 asphalt felt shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6
inches. Other approved materials shall be installed in accordance
with the water -resistive barrier manufacturers installation
instructions. The No. 15 asphalt felt or other approved
water -resistive barrier material shall be continuous to the top of
walls and terminated at penetrations and building appendages in
a manner to meet the requirements of the exterior wall envelope
as described in Section R703.1.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturer's
instructions. Metal flashing shall be corrosion resistant.
Fluid -applied membranes used as flashing shall be applied in
accordance with the manufacturer's instructions. All flashing shall
be applied in a manner to prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be seated at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1281, AAMA 812,
or other approved standard as appropriate for the type of sealant.
Fluid -applied membranes used as flashing in exterior walls shall
comply with AAMA 714. The flashing shall extend to the surface
of the exterior wall finish.
Approved flashings shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry construction with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
• Continuously above all projecting wood trim.
• Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersection.
At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
REV. 09.24.21
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the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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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 center line of the box to be: 16" AFF (general).
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44" AFF
Bathroom 39" AFF
Laundry Room 36"AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and 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 Codes (NEC 2017), 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 70-17, National Electrical Codes (NEC 2017) and as defined in LIL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in
accordance With FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/LIL 2034, standard for single and multiple station CO alarms or
LIL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped With a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying
With R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of 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 than 12" for straight counter tops and 18" for sinks and ranges installed in
corner counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
FW::
DUPLEX OUTLET ABOVE COUNTER
K ) W.
WEATHERPROOF DUPLEX OUTLET
K)G. F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
6.
�?4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
1-0
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
CHIMES (OPTIONAL)
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
FTVI
TELEVISION (OPTIONAL)
FTV] 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
WWI
ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
4
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(7)
(1) PHONE LINE, (1) DATA PORT
150A1200A INDOOR
PANEL CENTER
10 #14 to lights & oUtletS
NEMA 1 10 # 12 to appliances and GF 1
150 AMPI
200 AMP 10 #10 to WH
10 #8 to Range
10 #6 to HVAC
-7RT
MAIN
0
200 amp
150 amp
UNDERGROUND IDjs
SERVICE BY POWER CO.
INTERSYSTEM
BONDING
TERMINATION PER
201 in 2" Conduit
Bare Cu Ground
NEC 17,250.94 CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC.
Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER/UTILITY COMPANY.
DEDICATED -
RECEPTACLE FOR
MICROWAVE RANC
HOOD PER SPECS
1.5" VTR ji 3" VTR
3" VTR
PLUMBING RISER_
SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO
BE VERIFIED WITH PLUMBER
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SCALE: Y4"=1'-O"
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OR PREWIRE AS OR PREWIRE AS
PER SPECS PER SPECS
ELECTRICAL SPECIFICATION NOTES:
ELECTRICAL CONTRACTOR MUST VERIFY
WITH THE SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT FIXTURES
SHOWN ARE FOR LOCATION PURPOSES.
- - - - - - - - — — — -
L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
FIRST FLOOR ELECTRICAL PLAN -A SECOND FLOOR ELECTRICAL PLAN -A
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code
-
Residential 7th Edition. Engineer's signature and seal
is only for
the structural enginsedng portions of the drawing pages bearing
Engineer's signature and seal.
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_ATTIC VENTILATION CALCULATIONS - A
ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
-F
1/150 Rule Ridge
(No Upper Ventilators 1/300 Rule Vent Am Off -Ridge
Req.) (Must Provide Upper Ventilators) (Ft) Amt.
SQ. IN. of
ventilation
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SQ. FT.
of vented
soffit
needed
Total SQ.
IN. of
ventilation
required
SQ. FT.
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SO. IN. of
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SQ. IN. of
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SQ. IN. of
Ventilation
Total
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by Upper
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Main
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316
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281
10.0
1.0
138.0
(Zone 2)
150.0
**NOTE**
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
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SCALE :
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SHEET NO.
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ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft
VIND SPEED (ULTIMATE) 140.0 M
VIND SPEED (ALLOWABLE) 108.4 M
XP DRY C E:
EFFECTIVE WIND PRESSURE AND SUCTION (PSF)
WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG.
SO FEET) VALUE DENOTES SUCTION
7REA ROOF I 2e 2n 2r 3 3e 3r
57 j -4
10 HIP - -35.94 1 -49. .4 -49.57 _9.57
r GABLE -38.22 1 -38.22 -60.99 1 -60.99 1 1 -60.99
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 411 O.0 IN FIELD
ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: 7/16" EXP. 1 (24/16) or%2" EXP. 1 0�116)
TILE: %2" EXP. 1 (3�116)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 1 Od (2Y2" x 0.131") NAILS OR ASTM F1 667 RSRS-04 (3"x.120") NAILS
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
2 ROWS 8d @ 6" O.0
8d NAILS @ 6" 0 ' C
TO BLOCKING
(2) 12d NAILS TO -
BLOCKING EACH
END
2X4 BLOCKING AT
EA. ROOF PANEL
JOINT ALA§LO
MAX
TRUSSES-/
2x4 SPF STUDS -
@ 16" O.C. WALL
SET BACK 2" PER
DETAIL C/S3
[4:12]-[12:12)
a=4ft
C1
r
(0
Q,
6 1
a=411
GABLE ROOF > 20 TO 45 DEG.
[4:12]-[12:12]
NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND
ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING
-ROOF OR FLOOR
SHEATHING
(2) SYP#2 TOP PLATE
LSTA30 EACH SIDE
@ EACH END OF
WALL
SEE C/S3 FOR
ADD'L INFO.
SEE PLAN FOR DIM.
6�'
X1,
SEE FIND, PLAN
4
FOR FOOTING
SPECS.
INTERIOR SHEARWALL @ TRUSSES
STEP-DOWN, WALL TO TRUSS
SCALE: 1/2" = V-101"
UPLIFT CONNECTION C
OSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 1 Od x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8-8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Od x 1 1/2"& 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SDS
WOOD SCREWS AND (2)
1/2" x 5"TITEN HID ACHOR
BOLTS
RFUS
I
7100
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4" x 6"
WEDGE -BOLTS
J
HTT5
4350
3740
5/8' ANCH. / (26) 10dxl-1/2"
HTT5
5795
5/8' ANCH. /(26) 10d x1-1/2
K
HD3B*
3130
3050
518"DIA. BOLTS
TDX2-TZ
3295
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 W/ (10) 1/4"
X 2 1/2" SDS WOOD
SCREWS & (1) 5/8- ATR
M
VGT-F
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWSAND
HDU4-SDS2.5 w/ (10) 1/4"
x 2 1/2" SIDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
1005/915
8 - 10d x 3"
JUS26
1000/1080**
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-10d x 1-1/2"
S
VGT-M
4940
3555
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED wl
SIMPSON SET W/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SIDS
SCREWS & (8) 3/8"x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED W/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -1 Od x (1) 5/8"ATR w/ 12"
EMBED w/ USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
w/ (32) 16D INKERS &
(14) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
LUGT2
3100-M 4520-F
3100-M 3800-F
w/ (32) 16D SINKERS &
(10) 1/4"x 3"WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 1/2"
Spi
555
535
10 - 10d
SPT22
735
- 10d
SP2
1010
605
12 - 10d
SPT24
1090
12 - 10d
HCP2
590
555
12-1 Od x 1 112"
HHCP2
680
570_
(20)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 SHALL USE SIMPSON "SET"OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REO'D ON ROOF PITCHES 3/12 & LOWER.
REVISED 12-02-20
LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL
2-0-0 MAXIUM SPACING ON VERTICALS OF (8) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
FA TE A TRU WEB 0 EA H (A) TRU TOP HORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-).
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2X4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE As DEFINED
FOR HIP PLANIN TRUSSE . R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �1SF
INTERSECTIONS. SPLICING
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
OR 2 PLY
ARRIER
2 P
C,�Y CAR -J
T LED�IER
ER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
FLOOR FRAMING PLAN -A
SCALE: X"=V-0"
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To the best of the Engineers knowledge, information and belief,
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drawings comply with the 2020
Florida Builcling Code -
Residential 7th Edition. Engineees signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers
signature and seal,
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SCALE :
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SHEET NO.
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(2) TYP.
191-411 L �1-811
ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft
WIND SPEED (ULTIMATE) 140.0 MPH
WIND SPEED (ALLOWABLE) 108.4 MPH
EXPOSURE CATEGORY C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF)
WIND AREA VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG.
(SQ FEET) VALUE DENOTES SUCTION a=4ft [4:12]-[12:12]
AREA ROOF 1 2e 2n 2r 3 3e 3r
HIP -35.94 49.57 49. 57 -49.57
10
GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 1 7
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): A
A
I
I
O.0 IN FIELD I
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6
r I
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
Q I
ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING: I
(D
SHINGLE: Y16" EXP. 1 e%) or'%2'. EXP. 1 O�1'6)
16)
TILE: 1%2" EXP. 1 (331
NOTE:
I . PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 %" x 0. 113") NAILS t 76 -1 -u
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IY32", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 1 Od (21/2"x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120') NAILS
3 GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG.
a=4ft
RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12]
@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA1 6
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8-8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
1 18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Od x 1 1/2"& 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SDS
WOOD SCREWS AND (2)
1/2"x 5" TITEN HD ACHOR
BOLTS
RFUS
7100
-
w/ (12) WS3 WOOD
SCREWS AND (4) 3/4" x 6-
WEDGE -BOLTS
J
HTT5
4350
3740
ANCH. / (26) 1061-1/2"
HTT5
5795
5/8" ANCH. /(26) 1 Od x1 -1/2
K
HD3B
3130
3050
.5/8"
5/8" DIA. BOLTS
TDX2-TZ
3295
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SDS
WOOD SCREWSAND
HDU4-SDS2.5 w/ (10) 1/4"
X 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
M
VGT -F
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 W/ (10) 114"
x 2 1/2" SDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
1005/915
8 - 10d x 3"
JUS26
1000/1080**
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2"
HUS28
2950/5090
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-1 Od x 1-1 /2"
S
VGT-M
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8" ATR EPDXIED w/
SIMPSON SET w/ 12"MIN.
EMBEDMENT.
T ,
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SDS
SCREWS & (8) 3/8" x 5"
TITIEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR W/ 12"
EMBED W/ SIMPSON "SET"
EPDXY
MUGT15
4175
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED wl USP CIA-7000C
EPDXY
I
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
w/ (32) 16D SINKERS &
(14) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
LUGT2
3100-M 4520-F
3100-M 3800-F
w/ (32) 16D SINK-ERS-T—
(10) 1/4" x 3" WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X"
HTS 20
1310
5
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 1/2"
Spi 1
555
535
10 - 10d
SPT22
73
8-10d
SP2
605
12-10d
SPT24
1090
12 - 10d
HCP2
590
555
12-10d x 1 1/2" 1
HHCP2
680
1 570
(20)1 Od x 1-1 /2"
MINIMUM 3"MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET"OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL,
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
A I
(B) (A)
A I
A I I 1 11 1
A 11 11 L
CA RIER
T —T�
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 6")
'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). 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, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 'rwl,�R.2eoL R -j A) —
INTERSECTIONS. SPLICING Vl A F R
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF TRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
ROOF FRAMING PLAN —A
SCALE: X"=V-0"
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To the best of the Engineer's knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and
longer with a nominal height of 8" meet or exceed L/1 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -In -place concrete may be provided In composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11. The exterior surface of lintels Installed In exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating,
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load Applied horizontal load
Safe vertiral load + Safe horizontal load 1.0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS
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MOVE=
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8F44 1B/1T8F40 1B/1T 8RF40 OB/1T 81`32 1B/1T
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FORM & GROUT SOLID
r
9
Oq�_15 BAR CONT.
8F12-1B/1T
1:0
Y' LINTEL DETAIL
SCALE = N.T.S.
E
F = FILLED WITH
GROUT I U = UNFILLED
R = RECESSED
QTY. OF #5
REBAR @ BOTTOM
OF LINTEL CAVITY
F_
8F16- EB/1T
Z
60 2
tNOMINAL. QUANTITY OF
WIDTH #5 REBAR AT
TOP
NOMINAI_
HEIGHT
116-
MATERIALS
17-rc-p-re-ca-slTntels = 3500 psi.
2. fc prestressed lintels - 6000 psi.
3. grouted per ASTM C476 fg = 3000 psi w/
4. maximum 318" aggregate and 8" to 11" slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
7. 270 low relaxation.
7/32 wire per ASTM A510.
8. Mortar per ASTM C270 type M or S.
5 REBAR
MIN.
AT TOP
(1) REQ'D
ALTERNATE POWERS
CLEAR
STEEL LINTEL
4
A
_*__C. M. U.
#5REBARATTOP
A
GROUT
MIN. (1) REQ'D_
1-1/2" CLEAR
4
Ln 2li
A
-45 REBAR AT
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BOTTOM OF
LINTEL CAVITY
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REINFORCING
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PROVIDED IN
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A5S INDICATED
NOMINAL WIDTH
(VARIES)
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L:NTEL MINIMUM DEPTHS ARE CALLED,OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
L NTEL THAN INDICATED ON THE PLAN DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
16 GAUGE POWERS
STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturer's specifications for installation.
2. Contractor to provide proper protection of lintel to prevent rusting
Refer to manufacturer's specifications.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the cementibuos coating. See contractor specifications
LINTEL PLAN NOTES:
1. THIS PLAN IS TO BE USED FOR STRUCTURAL
INFORMATION ONLY.
2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE
TO BE ASSUMED TO BE 16" MINIMUM DEPTH.
3. THE NUMBER OF COURSES OF MASONRY REQUIRED
BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE
COORDINATED WITH THE ELEVATION DRAWINGS
4. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE PROPER LINTEL HEIGHT.
5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM
DEPTH REQUIRED FOR THE DESIGN LOADS. THE
DEPTH MAY BE INCREASED IF REQUIRED FOR
PROPER LINTEL HEIGHT,G.C. COORDINATE.
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
M #2 SYP STUDS @ 8" O.C. W/ (2) USP OR
SIMPSON MSTAM36 STRAPS EACH STUD ((1)
STRAPS EACH SIDE) CENTERED W/ (13) 10d
NAILS & (8) Y4"xl J" TAPCONS OR TITENS
'CENTER OF STRAP @ T/WALL TYP. U.N.O.
2x8 #2 SYP P.T. BASE PLATE
WIY2" EPDXY ANCHOR OR Y2"
J BOLT W/ MIN. 7" EMBEDMENT @
32" O.C. & 6" FROM EACH END
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
SEE PLAN
ALL
8" KNOCKOUT COURSE
W/ (1) #5 CONT.
SEE PLAN FOR FILLED CELL
SPACING
WALL SPLICE DETAIL
REVISED: 11/04/19 SCALE: 1" = 1'-0"
.1
-2
(D . (D
5'-10" LL 13'-0" LL
MINO
17'-4" LL
LINTEL PLAN -A
SCALE: Y4"=1'-0"
(D
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(D
4'-6" LL
(D
4'-6" LL
MIN�D
5'-8" LL
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Editor. Engineers signature and seal is only for
the structural engineering portions of the drawing pages beadng
Engineers signature and seal.
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STRUCTURAL NOTES
NOTE: BORATE/ SENTRA CON SYSTEM 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 PREVENTINSECT
INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC 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 SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
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
(11 524MM) 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 (11524 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 (11524 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 R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, 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 R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 X2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, 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. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TRII-114.
1.2.
DESIGN:
1.2.1.
ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION 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 PCIF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCIF
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.
S159WATLK 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.
ROOF TRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLIF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF ILL
TOTAL DIL + FLOOR ILL + WIL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 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:
C-I-P CONCRETE EXPOSED TO EXTERIOR:
C-I-P CONCRETE NOT EXPOSED:
GROUT FILLED MASONRY:
4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/A185M-14
4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
3"
2-
1 y2'.
Y4"
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.2.2.
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8"AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
31/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W1 (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
NON -MOISTURE CONTROLLED,
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'rn = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2014. BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8- OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 118" THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL C6_N_SIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO -7 BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S,C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8,2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01
TERMITE PROTECTION m
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 . FBC-R R3118,11 - "A permanent sign which identifies the termite treatment provider
and need for re -inspection and 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
V-0" away from the building side walls.
3. Irrigation/s all risers and
grinkler systems includin
1 -0" of the building side wall.
spray hea s shall not be installed wl hin 1'
4. FBC-R R318.7- To
finparovide for inspection for termite infestation, between
wall covering and I earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainf 11 occurs before vapor retarder placement,
retreatment is requir;T
9. FC 1`beRr31M861 5d bC ncrete overpol and mortar along the founda�on perimeter
mu;
t e Ve ejore exterior sol treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An extprior vprti�al chemical barrier mupt be install?d after
construction is complete, including andscaping and irrigation. Any soi disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A cerfificate of compliance must be issued to the buildin%department
b a licensed pest control company before a certificate of occupancy will a issued.
T�e certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Servicee'.
14. FBC-R 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" FBC-R 7TH EDITION (2020) R301.2.1.1
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
INDOWS AND DOORS
CONSTRUCTION 140 MPH
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B
+ 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140 MPH)
SINGLE 90
+26.1 PSF / -29.9 PSF
DOUBLE 160
+24.9 PSF / -28.0 PSF
SOFFIT
+29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS, FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/81,
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD 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 DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING,
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearng
Engineers signature and seal.
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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METALLATH
WALL SHEATHING
... . . . . . ... .
. . . . . . . . . . . . . . . .
STAPLES @ 6" O.C. VERT BETWEEN X.T. 16GM1-1/2" LONG (3/4"-1"
.... .. . ....
16GAxl-1\2" LONG (3/4"-l" CROWN)
STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6"
O.C. VERT INTO STUDS
STAPLES BETWEEN STUDS AS SHOWN
(NOTED THUS:—)
METAL LATH ATTACHMENT DETAIL
REV. 09.24.21 SCALE: 3/4" = V-0"
*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*
"ONLY APPLIES TO LENNAR TPA/JAX**
CORNER OF
HOME
GARAGE SIDE
101-011
TANK -LESS W/H
H C G
0 0 0
5141
it b
STUB -OUT FOR -011 9
-1 LO
GAS METER 0 7 0
9
0
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
T-501
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10t-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
131-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16'-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
190-311
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6-1 11
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
81-113"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
111-0.1
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
131-001
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
151-41'
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
** SOUTHERN YELLOW PINE, 55 PSF LOADING
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1 /8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1 /8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1 /8" or two 1/2"
602.0
wood panels
2 x — + 5/8" or 3/4" wood panel
902.0
2 x — lumber
Double 2 x — lumber
FILL CELL STD. 900 HOOK BOND BEAM
SIMPSON MGT
w/ (22) 1 Od "`1ii_GIRDERTRUSS
LU
CONT. #5
NAILS TYP.
STD. 90*
CONT. #5 HOOK BAR
BAR
2X TOP PLATE
#5 CONT.
5/81
THRU
FROM
BOLT
LFOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
2 X B.U.0
SCALE: N.T.S.
SIMPSON MGT
w/ (22) 1 Od
NAILS TYP.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
TYPICAL SIMPSON MGT TO
SIMPSON META1 2 META1 2 TSS
_,,"....,,�PLYWOOD FLOOR
SEE PLAN FOR REQ'D SHEATHING PER PLAN
BUILT-UP COLUMN DETAIL
INSTALLATION @ MID SPAN
COLUMN AND
CONNECTION �TJI TO BE CUT TO ALLOW
NOTE:
4, . ........
FOR BLOCKINGfTJI
UPLIFT VALUE
MASONRY WALL OR
IS BASED ON
INTERIOR BRG. WALL
S.P.F.
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
L Solid block all posts from # OF 2nd FLOOR
LOCATION OF
above to bearing below, STUDS
SECTION @ INT. BRIG. WALL
SIMPSON H10A
SECOND H10A
(WHEN
DOUBLE JOIST
CONSTRUCTION
N.T.S.
w/ (18) 1 Od x 1 1/2"
REQUIRED)
(Not required if both loaded equally from above)
NAILS
Filler blocking
UPLIFT = 1015#
1/8" min. )Small gap 2'min.
1/8" gap
-
2" max. 4': max. -Web Stiffener Fastener Schedule
I .— I Bea * Location
Joist—
TYPICAL SIMPSON LUS/HUS/HUC
TYPICAL SIMPSON H10A
Series I Intemmedia—te
L _Pepth
9-1/2" 2-4d L
INSTALLATION
INSTALLATION
-2-8d
BCI 50OOsP 11 7 IF"t 2-8d 3-8d
7" -
14" —2-8d 5-9d
Clinch nails 1/2" -8d
_1 __F
@
when .1
BC16000s 11-7/8"� Z-_8d 3-8d
1
4" MIN. EMBEDMENT
possible Cl 6500sel 1-4"- 2-8d 5-8d
V iB '_1 6 __t__i-8d 6--8d
SEE SCHEDULE FOR
1
Support back of web during nailing to prevent damage to
web -flange connection.
11 3-8d
BCI 60se i 2-8d 5-8d
SIZE AND QUANTITY
OF FASTENERS
2)
Block solid between joists for full length of span.
Tight fit ------------ Q4
1 61. 2-9 -6--8d
3)
4)
Leave 1/8" gap between top of filler blocking and bottom of top flange.
Place joists together and nail from each side with 2 rows of 1 Od nails
2x4/PIywood/OSB web stiffener 2" min. BCI 90s@ 11 -16d 3-16d
—14" 5-16d 5-16d
All mov
2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or 10 6-1 6dj— 6-16d
- Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing
top flange of joist. WEB STIFFENER
DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. higher than 15001b.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 pif max along load bearing wall.
Load bearing wall must stack
"Non -stacking walls
over squash=20 blocks and
require additional
consideration. Check
wall or beam below.*
local building
11/16"
code for appropriate
details in
One 1 Od box
areas=20 of high
or=20 sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVIL or
Glulam Beam (D
NO HOLES (EXCEPT
KNOCKOUTS) ALLOWED
IN BEARING ZONES ----%
DO NOT cut, notch
or drill flanges
BLOCKING PANEL, INTERIOR
Boise Joist Blocking Vertical load transfer = 1900 pif max. along bearing wall
Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing
Load bearing walls when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Joist
When joists meet over wal I, provide
I -Joist can be offset
13/4" minimum bearing for each.
up to 3" to avoid
vertical plumbing
[J 3" max
JOISTS OFFSET
N.T.S.
Provide adequate bearing Use 11063" nails at Vo.c. for all joist
for each lapped joist. blocking panel *Non -stacking walls
Od nails SECTION @ INT. BRIG. WALL require additional consideration.
I N.T.S.
MINIMUM SPACING = 2x GREATEST
D DIMENSION OF LARGEST HOLE
(see table below) (KNOCKOUT EXEMPTS) D
P .11 1 (see table below)
A %" ROUND-HOLEK1 6- DO NOT CUT HOLES
BE CUT ANYWHERE IN LARGER THAN
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %"
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. %" 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.
Joist hanger
TYPICAL SIMPSON META1 2
META12 TSS INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
I nstall tight to top flange.
SLEEVE THRU STEM
X
SEE PLAN FOR
FOUNDATION INFO
n -RA -^11 lKlr%A-rl^kl
'rF r
Filler block.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap
Backer Block
'Top Mount" "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 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
F requirements
-0.6 X Joist
depth
t, t
I -JOISTS BUCKETS
N.T.S,
GRADF
REINF. SEE PLAN
NIL, UNAor- 1+ rvtl
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
TYPICAL SIMPSON MTS
/ HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
- 12" BELOW
GRADE
.4
A
4.
. 411
PLUMBING LINE
PVC OR SCH40 SLEEVE
-d
SEE FND. PLN.
SIZE& REINF.
PIPE VERTICAL THRU FND.
TOP (2) #5's x 4'-0"—
CENTERED @ PIPE
PENETRATION
A
A
PVC OR SCH40 SLEEVE
r— PLUMBING LINE
4 1 4 A
2�
(0
SEE FIND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-O"—\ PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION PLUMBING LINE
44. A
4
.4
a A 4
A
SEE FND. PLN.
SIZE & REINF.
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florlde Building Code -
Residential
7th Edition. Engineers signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers
signature and seal.
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7/y- 7/17
5/8"OR 1/2" HIGH STRENGTH \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR %" GYP. TYPE 'X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE CONNECTIONS. S.P.F. DOUBLE CONNECTIONS.
8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE TOP PLATE
3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ 'Ix S.P.F. (OR EQUAL) STUDS @ 16" O.C.
(12) 1 Od NAILS x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/
2x BLOCKING HORIZONTALLY@ 12) 1 Od NAILS U.N.O.
INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B.
2x #2 SPF STUDS 11 (R302.1 1) -0" (R302.1 1) 7`0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
@ 16" O.C. W/ (2) L SHEATHING REIM FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ ,--2x BLOCKING HORIZONTALLY@ INTERVALS
16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'
FOR UNDERLAYMENT INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN H D @ 24"
REQUIREMENTS SEE R905.1.1 1/2" GYP. W13 (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
APPLICABLE. 2 4" O.C. @ BOUNDARIES, i O.C. @ @ 24" O.C.)
PRE ENGINEERED WOOD 'IT -A - 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & li SLAB & BLOCK SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 wl (10) 1 Od NAILS
HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E 5/8" x 10" "J" BOLT @ 24" 0 C W/ STEP, SIZE OF FOUNDATION AND
ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 04 0.-011 2"ox3/16" PLATE WASHER (IFYP.) REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
COMPONENTS TO BE IN ACCORDANCE ELEV. Ali (ALT: 1/2"xl 2" TITEN H D @ 24" x P.T. BOTTOM PLATE
METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
w/ R903.2, FLORIDA BUILDING CODE .- A i %. I O.C. OR 5/8"x10'WEDGE ANCHOR i x 6 W1.4 x WIA INCLUDE THE WALL 1.4 x W1.4
MOISTURE BARRIER A. F. F. 2" ATTACHMENTS
WWF OR FIBERMESH /6x6W
7TH EDITION (2020) RESIDENTIAL @ 24" O.C.) WWF OR FIBERMESH
SHINGLE ROOF, SHINGLES TO A 3 1/2" MIN.
% z 3 1/2" MIN.
LLV 9
BE IN ACCORDANCE wl ASTM ELEV. 4-3 1/2"
A F F
D7158-CLASS G or H, or ASTM ELI= 1 4"
. A Aim 2x4 CONT-.-// I L of
D3161-CLASS F, IN 2 1% , 3 2"(min. - 4" 12 in.)
CD ;0 T
12 ACCORDANCE w/ TABLE C14 oo
V R905.2.6.1, FLORIDA BUILDING 3 1/2"(nniri - 4#" (31 "(rniri
ARIES GARAGE DEPTH VARIES L11- LU
-Z"� 7P) CODE 7TH EDITION (2020) 8" -Ill- ;;LII,7
RESIDENTIAL
ROOF SHEATHING - SEE DN 8" (2) #5 CONT. 14' 8"
INSULATION LE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MIN. rCC
FRAMING SHEET FOR TYPICAL BEARING WALL @ STEP
SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G GARAGE SLAB AT STEP TYPICAL BEARING WALL STEP I SHEARWALL
ZS22221- ELEV. VARIES� SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" k\,� J3 SCALE: 3/4"=V-101" "SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" �3
5/8" OR 1/2" HIGH—'---- ALUMINUM DRIP
STRENGTH CEILING EDGE
BOARD PER CODE (OR 5/8" LUMINUM FASCIA
GYP. TYPE "X" @ GARAGE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
W/A HABITABLE ROOM , \12' N. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C
ABOVE) W/DRYWALL EE STRUCTURAL 2x S.P.F. STUDS 1 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
SCREWS @ 7 O.C. OFFIT SHEET SS -A — SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
v
CEILING & 8" O.C. WALLS S11 It LOADBEARINGOR —044 2x STUD INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@
8 X8 X16" KNOCK -OUT EXTERIOR WALL 81, C M U FORM SUBMITTED WITH PERMIT NOTE: INTERVALS NOT EXCEEDING
INSULATION PER BLOCK W/ 1#5 CONT. 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR 10'-0" (R302.1 1)
CHART ON FLOOR FILLED SOLID W/GROUT 1 "x P` T'STUD 2K
PLAN INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
#5 VERT IN FILLED CELL 11 (R302.1 1) LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP. WB (MIN.) @ GARAGE
1x2 P.T. HORIZONTAL C.M.U. TYPICAL SEE CC/S3 OR 04 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
NAILER G/S3 FOR ANCHOR 5/8"x6" "J" BOLTS BOLT 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" 3RD LAYER 1/8" THICK. (cD K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24
STD. 91THOOK (SEE DETAIL) BOLT INFO. 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE O.C. W1 7" EMBEDMENT (MIN. SHEAR
TYPE "S" MORTAR (IF NO UP LIFT ON @ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ x 351 MIN. TENSION 21
WALL SEE 11 4 (6) 1/4"l 1/4" TAPCONS 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING x SPACE ANCHOR
6 x 6 W1.4 x W1.4 WWF OR x -j
�/ < BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
*SIMPSON SP1 SPACED EVENLY FIBERMESH E: BAR >c i
W M
WEEP SCREED INSTALLED END OF 2" x PLATE WWF OR FIBERMESH
--------ARCHITECTURAL w/ (10) 10d NAILS C14 2x P.T. PLATE 1>. . �- I
6 PER MFR INSTRUCTIONS W
FINISH TYP. \ I N""-#3 OR #4 REINFORCING BAR
1 x2 PT WD FURRING @ 24" O.C. J ASSUMED FINISHED E A 40kSI
P < i
GRADE 2E #3 & #4 LAP SPLICE GRADE 40 MIN. Fy (n
------- [GRADE 60 MIN. i
FINISH GRADE ;0 25" MIN. LAP (30- MIN. LAP]
1/2" GYPSUM WALLBii :i
(1) #5 VERT. IN FILL MONO OR STEMWALL---,, W
U.N.O. CELLS (SEE LL" 41
FOOTING MONO SHOWN l, j-1-17
;0 A
6 MIL VAPOR BARRIER #5 REINFORCING BAR R 17/8"
FOUNDATION PLAN FOR CLARITY
FOR LOCATIONS) z C14 #5 LAP SPLICE (2) #5 CONT.
1x4 P.T. BASE NAILER
4"x4" INSPECTION 36' MIN. LAP [36" MIN. LAP] ON 3" CHAI
NOTE: L �� (.1" 8" 1-4" 8"
PORT AT EACH COMP. SOIL. (COMPACTED TO (TYP.)
3 1/4" BASEBOARD FILLED CELL TYPICAL *FOR BEARING WALL 14, -1 �.al 1,
W/ UPLIFT ONLY
95% MODIFIED PROCTOR ASTM
MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR J D1557) '---#6 REINFORCING BAR #5 STD. 90 HOOK
4"
MIN PSI MAY VARY PER W / I 1 1'41
TO CUT BLOCK OR POUR #6 LAP SPLICE TYPICAL INTERIOR BEARING
MUNICIPALITY. CURB DUE TO SLOPE K`T� WALL w/ UPLIFT
CONCRETE SLAB W/ 6X6 TYPICAL EXTERIOR FRAME WALL FOOTING REBAR DETAILS rG
TIBERMESH" BELOW GRADE ALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SCALE: N.T.S. Illlilil�3 SCALE: 3/4"=V-0"
SLAB INFORMATION.
SLAB INFORMATION.
W1.4XW1.4 WWF OR /—NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION
DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SC
VARIES
1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
j% Ir- 6 x 6 W1.4 x W1.4 SEE PLAN WWF OR FIBERMESH
Cl) FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)
WWF OR FIBERMESH
00 3 1/2" 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS
6 MIL VAPOR ;2� min.) 4"-,\ 4 AT 24" O.C. MAX. x x CONNECTION INFO -Cv d
A GRADE & LAYOUT DESIGN
R
BARRIER 4 A SEE PLAN FO
TOP OF BEAM 'i
4 4
COMP. SOIL. IF q� , " . A
EE ROOF PLAN A
w/ OPT. I . . - E
(COMPACTED TO 95% 1) fill REB R FOR STRUCTURAL 41
41 Pn I I= SC E N NCLOSURE (2) HTS20 E
MODIFIED PROCTOR BEAM SIZE &
ASTM D1557) CONNECTION INFO
(2) #5 REBAR CONT.— 3- MIN. CLR. 4'
1-4- (1 STORY) STD, 90 HOOK (SEE
ON 3" CHAIRS TYP . 4" V-8" (2 STORY) DETAIL) MIN. 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 8-1
U.N.O. MIN 7/16" O.S.B. SHEATHING
z ATTACHED PER NAILING FOR REINF. INFO.
TYPICAL THICKENED SLAB EDGE 0 OPTION #1
TYPICAL WALL SECTION rA SCHEDULE
SCALE: 3/li < SEE TYP. WALL SECTION FOR ADDITIONAL
COLUMN LOCATION >
SCALE: 3/4" V-101" 1/2" GYP. BD. > SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
P.T. 2x HOLD GYP. BD. COLUMN SIZE AND BASE
25
2 , LU CONNECTION INFO. SLAB STEP & RECESS 6@ SaG.D. M�
1/2" FROM SLAB W
OPT: DEPRESS SLAB 5Y2" CONT. BEAD SEALANT SCALE: 3/411=11-011 "I'll �3
< SECURE 2x4 P.T. BTM. PLATE
DEEP AND 6" BEYOND BLOCK WALL BEYOND BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS MASONRY WALL AND
DOOR TO RECEIVE I . 4
PAVERS / DRIVEWAY EXPANSION JOINT 4 -3 1/2" COLUMN TO PORCH SILL AT 8"O.C. PAD FOOTING
13"
GARAGE ATTACHMENTS & 18/D1
CONCRETE SLAB 14" O.H.D. O.H.D. RECESS FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL
1/2 1/2" GYPSUM WALLBOARD U.N.0 ATTACHMENTS EXTEN
O.0 W/ DRYWALL SCREWS @ 8'O.C. TO FOUNDATION PAD E
PAVERS� RECESS tt 2� CONCRETE NAILS W 1 L D FILL CELLS
EMBEDMENT @ 12"
Cl)
INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING.
A Cn 0
Q
SIZE VARIES PER PLAN
STAGGERED, FROM BOTTOM
I A PLATE TO CONCRETE ON FLOOR PLAN RTICALS x 9
w/ MIN. (2)#5VE GRADE
CONT. BEAD SEALANT 00
(MIN. SHEAR 180# MIN. 2
FILLED SOLID (SEE PLAN FOR
Co LU
TENSION 120#) NCRETE SLAB
4" ;0 x 6 W1.4 x W1.4 LIJ -j
00 SIZE AND REINFORCEMENT)
6
4"
LU
WWF OR FIBERMESH U) a. Uj z
0 W C6
E A A J- BRICK PAVERS or SLAB PER 9
00 0
10
MMUNITY SPECS
01 tv. li M M -4- OCITING
Cn
CO
6 MIL VAPOR F
SEE A/S3 OR J/S6 BEYOND
SEE A/S3 OR Ji FOR REINF, INFO. 3" MIN. CLEARANCE B T-/.
FOR REINF. INFO. MIN. CLEARANCE PAD REINFORCEMEN 31, MIN. CLEARANCE
(SEE SCHEDULE)
V-4" (1 STC RY) OUNDATION FOOTING WIDTH
1'4" (1 STORY) V-13" (1 STORY w/ DEPRESSED SLAB OPT.) - - (2 STqRY) 4" 4" PAD INFO.
1- 8" (2 STOR") -8' F. SEE SCHEDULE
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GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG SCALE: a14"= V-1)"
GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 SCALE: 3/4"=1'-0" rK NG SCALE: N.T.S.
SEE TYP. WALL SECTION FOR SCALE: N.T.S. 'Ill �3 ADDITIONAL INFORMATION.
ADDITIONAL INFORMATION.
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To the best of the Engineers knowledge, information and belief.
the structural plans and specifications contained within
these
drawings comply with the 2020 Florida
Building Code -
Residential 7th Edition. Engineers signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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SCALE :
AS NOTED_
SHEE7 NO.
S3
(MONO)
SEE TYPICAL WALL SECTION
(2) 2x6 OR (2) 2x8 PRE-ENGINEERED WOOD
TOP PLATE SEE VENT OR 2ND FLOOR 12 TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE
PLAN -zi! 7P.) S E E E L E V.
TYPICAL C.M.U. WALL SCHEDULE)
1/2" MINIMUM CEM
ENT FINISH
DOUBLE 2"x4" S.P.F. TOP PLATE
(2) 2x HEADER TO SIT 3/4" FURRING STRIPS
2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 7/8" STUCCO FINISH PER ASTM
SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENS 7 5/8" 8" 7 5/81, 8" 7 5/8" 8" C. 926 APPLY 3 LAYERS W/
.— 1/2" GYPSUM BOARD T TAIL
CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS
FOR CLEAN -OUT [ON @ 8" O.C. OR 4d METAL LATH. FIRST 2 LAYERS
2x DEAD WOOD @ MID v SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER
POINT w/ (3) 12d DRYWALL NAILS —SOLIDAREASARE STEEL AND GROUT 1/8" THICK OVER W
TONEAILS SPACED MIN, EXTENSION FROM STEEL AND GROUT RESISTIVE BARRIE
EXTERIOR FACE OF BLOCK
DOUBLE 2x TOP EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIMPSON SP2 wl (12) 10d TRUSS BOTTOM CHORD OR 2x4
PLATE HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL —\ ll 11 11 - r NAILS AT EACH STUD BLOCKING W/ 2-16d TOE NAILS
FACE OF BLOCK WALL IS 2 1/4" r___1 -1 DOOR OPENING — CRICKET S
CL_ W*—DOOROPENING DOOR OPENING - Ct 1/2" EXTERIOR GRADE SHEATHING REQUIRE @ EACH END
TO DRAIN FASTENED TO TRUSSES WITH 8d
O/C LU
COMMON WIRE NAILS @ 4
2x BLOCKING @ EACH END W/ 1 Od @ BOUNDARIES 6" O/C EDGES & 8" BLOCKING Z <
EXTERIOR 1.4, R a-
4" O.C. FROM EACH HEADER FACE O/C FIELD ;= (0
WALL 2x TOP PLATE—/
---TO BLOCKING -1 6d NAILS@ 24" O.C. OR
WALL CLEAN -OUT rA 2X4 PT STUDS @ 16" O.C. 2
---(2) 2x HEADER (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM
PER PLAN SCALE: N.T.S. A I I __
CARRIER/GIRDER TRUSS CHORD OR BLOCKING
v
vARIE5 \-2x BOTTOM PLATEW/(1) 10d @ 8" 1 ST COURSE 2ND COURSE 3RD COURSE SIMPSON HETA20 w/ (8) 1 0dx1 1/2" IL I
O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24"
REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE MENT O.C. MAX.
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR
SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD LMAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C.
MANUFACTURER. MOISTURE BARRIER ROOF TRUSS SEE AIS3 FOR STAGGERED FROM BOT.
2 x 6 (MIN.) FRAME MASONRYLAYOUT U PLI FT CON N ECTOR REINF. INFO. PLATE TO CONCRETE
WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW rB 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE)
SCALE: N.T.S. '\, �4 AND FILLED W/ GROUT
SCALE: N.T.S. rT�
—SEE TYPICAL WALL SECTION 1 1 #5 VERT. IN CONC. FILLED CELL__,_�
12 W/ STD. 90* HOOK IN K.O. BLOCK 91 _'N� TYPICAL INTERIOR NOW
SEE ELEV. PRE-ENGINEERED WOOD VERTICAL JAM AIL rE BEARING WOOD FRAME WALL('j
TRUSSES @ 24" O/C 5/8"DIA. x 8" J-BOLTS AT 6-3/4",41-3/4", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DET
UPLIFT CONNECTOR KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. � �4 SCALE: N.T.S. '\., �4
(SEE SCHEDULE) BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
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/
SIMPSON SP2 w/ (12) 10d
(3) 10d TOENAILS T&B
NAILS AT EACH STUD
AS REQ'D
2x BLOCKING @ MID
=--,---,POINT EVERY OTHER
STUD W/ (3) 10d NAILS
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
04
TRUSS BELOW
ji
4
STD. WHOOK 8.1
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0" WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
JL
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
88"
NOT TRANSFER LOAD. WALL
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
2"x BUILT-UP COLUMN, SOLID MEMBER OR
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
b=2400 PSI (AS PER PLANS)
DOORSTOP
PSPN516Z w/ (12) 16d NAILS
HTT4 w/ (18) 1 Od NAILS (3610# SPF)
71"
o
MOLDING
TOP 2 ROWS 1 Od @ 3" O.C. (14
.0 HTT5 w/ (26) 1 Od NAILS (4670# SPF)
SPLICE NAILS TOTAL) EA. SIDE OF
0 1 9 DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145# SPF)
58"
2 x 6 P.T. GARAGE
4,9,, SPLICE STAGGERED
0.0. * HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (3075# SPF)
DOOR
00 9 HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (4565# SPF)
* HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (5645# SPF)
J-BOLT
e HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (6970# SPF)
41"
TRACK
1 Od @ 8" O/C
0,9
9 HDU1 1-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (9335# SPF)
34"
BRACKET
1�
11/vc
5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8"
C�j
EMBEDMENT w/ WASHER & NUT
ATTACH ALL
FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R.
EXTERIOR STUDS
MIN 8" EMBEDMENT w/ WASHER & NUT
101,
DOOR TRACK
ANGLE
W/ �816d TOENAILS
FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R.
6 3/4"
W/MOUNTING
TO P PLATE
NOTE:
MIN. 8" EMBEDMENT w/ WASHER & NUT
FOR HDU1 1 USE 1" DIA. x 12" EPDXIED A.T.R.
NOTES: NOTE: REFER TO GARAGE DOOR PRODUCTAFFKUVAL,'>Mtt IZ) PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER & NUT
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. OVER STUD
1/2" EXTERIOR GRADE SHEATHING
FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL
FASTENED TO TRUSSES WITH 8d COMMON
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
PORT TYPICAL GARAGE DOOR BUCK KK TOP PLATE SPLICE DETAIL rM HTT HDU TENSION TIE rN
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
5T SIMPSON SP1 w/ (10) 10d
WIL
SCALE: N.T.S. SCALE:NTS
Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. Q�4
��4�
\—BLOCKING
NAILS AT EACH STUD
(TYP.)
PROPERLY. F= 2240 LBS
2x P.T. PLATE
.1 11 1
ROOFTRUSS
(D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, SIMPSON SIMPSON
SIMPSON CIRADQnKi QDA nc SIMPSON SP4
t)/?5 X I U J DUL I �W 1% UA., lVlr%^ (.�) OPENINGS LESSTHAN OR EQUALTO 6'-O"IN WIDTH DO Nul
W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.. MOISTURE BARRIER
AND FILLED SOLID W/GROUT rG
TYPICAL FILLED LINTEL ASSEMBLY
1 #5 VERT. IN CONC. FILLED CELL W/ SCALE: N.T.S.
21 STD. 90A HOOK IN K.O. BLOCK � �4
KNEE WALL ABOVE MASONRY WALL DETAIL rF
SCALE: N.T.S. � �4
J
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
2" x 4" WALL
2" x 6" WALL
STRAPS
OPENING
JACKS
STUDS
JACKS
STUDS
SIMPSON
SIZE
EA END
EA END
EA END
EA END
1'- 4-
(1)
(2)
(1)
(2)
(1)LSTA30
4- - 9'
(2)
(3)
(2)
1 (2)
(1)LSTA30
9 —
'-16'
----I
F (3)
(4)
(2)
(4)
(2)LSTA30
SP4 SP2
ROOFTRUSSABOVE
2X TOP PLATE 2X BLOCKING
OVERLAPPING
2X STUDS @ 24" O.C.
I I I I
0
\—NAILED
N
V /8"x10''J" BOLT
INTO
(2) 16d TOE NAILS
@ 24" O.C. MAX.
TRANSOM
1 Od NAILS @ 6" EA. BLOCKING
MIN. (2) PER
BOTTOM PLATE
TRANSOM FRAMING
FRAMING
STAGGERED
QPr'Tlr)Kl 2X P.T.
SEE SECTION J/SS
9Y.8 ALL ABOVE
WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT LATE AND K/SS FOR ENTRY
CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON -_ *_
BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED Spi K.O. BLOCK W/(1)
1/2"X9 1/2" PLYWOOD WITHOUT UPLIFT
SCRAP MATERIAL \-SIMPSON SP4 SIMPSON-- /_J_BOLTS @ 24" O.C. #5 CONT. &
_j SEE FLOOR PLAN NOTES FOR - SIMPSON MAX FILLED
�5 RECESS SP4 SP4
S_ REQUIRED CONNECTION 5/8"X10" J-BOLTS
LINTEL 7
O.C.
> @ 7-0
0 0 2X P.T. PLATE
2-ROWS 12d NAILS STAGGERED MASONRY WALL
@ 12'O/C EACH FACE OR 0M P
FORM CREATES CONCRETE RECESS TO 3-ROWS 12d NAILS STAGGERED
2X8 P.T. BOTT E
2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ @ 121, O/C FOR 2"xl 0" OR
FOR WATER SHED. GREATER HEADER
2x CRIPPLES
a3 16" O.C. W/ (2) 12d
M KEEP STIFFENER BACK FROM SIDES ENOUGH 5/8"x`10" "J" BOLT @ 24" O.C. MAX.
TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B C (MIN. (2) PER BOTTOM PLATE)
SIMPSON SIMPSON SIMPSON C
SIMPSON SP4 w/ (6) \—(2) 2x HEADER SEE PLAN SP4 SP2 SP4
N OF THIS FORM. ANY 1 Od x 1 1/2" AT EA T
(THIS IS A RECOMENDATION FOR CONSTRUCTIO ri
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR INTERIOR HEADER: 10d NAILS@ 4" 10d NAILS @ 6" O.C.
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 \, �4 \-L(1)2x SILL PLATE W/ (2) STAGGERED A STAGGERED
MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN FOR 2x8 WALL) 12d TOENAILS
2 FOR CLARITY SEE DETAIL IN POSITION BOX HEADER 0 TRANSOM FRAMING
5�1 GARAGE ENTRY FORM DETAIL * EXTERIOR HEADERS: 0 BEYOND.
K/S4 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 1
SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP, 12d TOENAILS \-NAILED INTO !:61 ,,,—PLYWOOD FASTENED TO TRUSSES
IN PLACE CONCRETE 0 OPENING LARGER THAN 4 FT: TRANSOM WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD
GARAGE DOOR —TRACK MOUNTING BRACKET DOUBLE 2x O/C BOUNDARIES 6" O/C EDGES SHEATHING
GARAGE FLOOR SLAB _8x8x16 C.M.U. 71 CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING 0 rE
LS30 w/ (6) 1 Od x 1 1/2" EACH TRANSOM RAMING & 8" O/C FIELD
TROWEL FINISH SEE TYPICAL (U.N.O.)
SIDE SEE SECTION AA/Sl AND \, �4
GENERALNOTES GARAGE DOOR TRACK
GARAGE DOOR ROLLER
BB/Sl FOR ADDITIONAL
SLOPE FORWARD CONNECTION ASSEMBLY
FOR DRAINAGE "�2x STUDS TYP. DETAILS SIMPSON SP4 w/ (6) 10d x 1 12"
GARAGEFLOOR TRAVEL DIRECTION OF SIMPSON (USE SP6 FOR 2x6 WALL, USE —PLYWOOD
S'.. GARAGE DOOR SIMPSON SP8 FOR 2x8 WALL) SHEATHING
P0, SIMPSON HTT4 TYP.
SP4 SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY--
U.N.O. SEE N/S4 -BOLTS @ 24" 0.
Spi SIMPS_� o- 5/8"X 10" J
—RECESS ON SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW C.
z HOLD DOWN SP4 MAX. (MIN. (2) PER BOTTOM
CL ONNECTIONS LINTEL PLATE)
MOUNTING BASE DETAIL C
�1 NOT REQUIRED @ ALTE NATE:
SCALE: N.T.S. IL
P.T. BOT. PLATE BEARING WALLS NOTED 1 5/8" DIA. ATR EPDXIED
WITHOUT UPLIFT
C'4 'BOTTOM OF MOUNTING B E 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM
SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR
DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED PLAT I E —7— @ 24" O.C.
FOR GARAGE DOOR AND WATER FRAMING DETAILS ABOVE ENTRY
GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. 3 GARAGEFLOOR. WALL HEADER DETAIL X10" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S.
SCALE: N.T.S. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. � �4 (MIN. (2) PER BOTTOM PLATE)
SCALE: N.T.S.
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the structural plans and specifications contained within these
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2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING TO[ _NAIL W/
SCHEDULE FOR SHEATHING DETAIL (2)1 6d NAILS�X
In" 7 1419
45*
2x4 CROS 3 BRACE
APPROX. 8" FROM
rMAX, 91,
UNSUPPORTED,
IF >9" SEE 1 O/S5
1 N
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS) —
BACKNAIL v�l (2) 16d NAILS
x\I/
SEE STRUCTURAL 45*±
NOTES AND NAILING
SCHEDULEFOR
SHEATHING DETAILY 2x4 KICKER
4 SKI
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 1 O/S5
BAC KNAI L w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
N
2x8 SYP#2 1" BRACE TO
EXTEND AT LEAST 90% OF
MAX ' 9"
UNSUPPORTED,
IF >9" SEE 10/S5
I N
DOUBLE TOP PLATE
2x4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)
BACKNAIL wl (2) 16d NAILS
SEE STRUCTURAL NOTES AND
NAILING SCHEDULE FOR SHEATHING�
DETAIL
2"x4" CROSS BRACE—\
APPROX. 8" FROM
RIDGE FASTENED AT
EACH JOINT w/ (3) 1 Od
MAX. 9"
UNSUPPORTED,
IF >9" SEE 1 O/S5
I F
2x4 BLOCKING —2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
"L" BRACE
ATTACHED W/
P7W
1 Od NAILS @ 4"
4
4L
O.C. TYPICAL
GABLE TRUSS WEB ---
DOUBLE 1" BRACING DETAIL 5
SCALE: N.T S S5
2x4 "T"BLOCKING
RIDGE FASTENED AT
"L" BRACE TO EXTEND
@ '_O�OER
8 /C.
@ 8'-0" O/C. r5z
2x4 CROSS BRACE
WEB LENGTH & N T H AT
2x4 CROSS BRACE APPROX. 8"
& (2) 10d TOE NAILS @
N
2x4 BLOCKING @
48" O.C.
EACHJOINTW/(3) 10d
& (2)1 Od TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
FROM RIDGE FASTENED AT
EACH JOINT w/ (3) 10d & (2) 10d
EA. END
(NOT REQ'D WHEN
rl" BRACE TO EXTEND
AT LEAST 90% OF WEB
1" BRACE ATTACHED 16d NAIL
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
TOE NAILS @ EA. END
GABLE IS 4'-l" OR
LENGTH (SEE TABLE)
W1 1 Od NAILS @ 4" O.0
2x8 P.T.
GABLETRUSS
r
EACH JOINT w/ (3) 1 Od &
(2)1 Od TOE NAILS @ EA. \AV,
-,,------FROM LEDGER TO
2x FRAME WALL (SEE WALL
SHORTER)
GABLE RUSS
TYPICAL
SILL
1/2" CDX PLYWOOD OR
7/16" OSB SHEATHING
END
BOARD
BLOCKING
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
1/2" CDX PLYWOOD OR
K7/16"
GABLE TRUSS WEB
ATTACHED W/ 10d
GYPSUM WALL
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
GABLE TRUSS
1/2" CDX PLYWOOD OR 7116"
v
@ 48" O/C FOR THE
FIRST (4) ROWS OF (2) 16d
OSB SHEATHING
ATTACHED w/ 1 Od NAILS
SINGLE "L" BRACING DETAII_r6_"�
NAILS @ 6" O.C. EDGES
12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA. NAILS
@ 6" O.C. EDGES AND 12"
�'
AND
CORD ATTACHED W/ (2) 16d TOENAILS
OSB SHEATHING ATTACHED
AND 12" O.C. FIELD
END TYP. TOP &
O.C. FIELD
SCALE: N.T.S. �5
1 OdX3" @ T' O/C
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
w/ 1 Od NAILS @ 6" O.C.
EDGES AND 12" O.C. FIELD "_�(2)16d
NAILS
BOTTOM ATTACHED
W/ (2) 16d TOENAILS P!
2x4'7" ON TOP OF PANEL
DIAPHRAGM
INTO 2"x6" P.T. PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
2x4 PANEL BLOCKING @ 48" O_r,_ FOR7
2x BLOCKING
IN
Wj BLOC KING, FASTEN WITH
BLOCKING @
48" O/C
2x4 "T"ON TOP OF PANEL BLO
WEEP SCREED
2"x6" P.T. SILL
NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES
2x4 "T" ON TOP OF PANEL
1 Odx3" @ 4" O/C
1715;Z77 ,,-GABLE TRUSS
FASTEN WITH 1 Odx3" @ 4" O/C SPACED
INSTALLED PER MANUF.
1/2" x 8" "J" BOLT @ 48" O.C.
WEEP SCREED FROM EA. END TYP. TOP & BOTTOM
BLOCKING, FASTEN WITH
SIMPSON HGA1 OKT wl (4) 1/4"xl 1/2" SDS SCREWS TO
TRUSS VERTICAL
@ 48" O.C.
SIMPSON META1 2 w/ (7) 1 0dx1 1/2" NAILS AT 6-01'
INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS
1 Odx3" @ 4" O/C
TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
SIMPSON SP2 w/ (12) 1 Od
1/2'lx 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
MOISTURE BARRIER
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER L2x4 LEDGER (MATCH BOTTOM CHORD
DBL. TOP PLATE
NAILS AT EACH STUD
(2) 2"x8" "L" BRACE
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
SIMPSON META1 2 w/ (7)
ALTERNATE SIMPSON MSTAM24 wl (7) 10d NAILS
SLOPE OF ADJACENT TRUSS)
STUD WALL (SEE TYP. SEC.)
FASTENED WITH (3
NOTE: IF EMBEDDED
1 0dx1 1/2" NAILS AT EA.
& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
-
16d PER SIDE
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24--
GABLE WEB SECTION
r2 SECTION
SECTION
4�
SCISSOR GABLE "T" BRACE( 7�
WEB, USE MSTAM36 w/ (7)
1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S.
O.C. MAX) w/ MIN. 4"
EMBEDMENT IN KO BLOCK
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S. ��5�
REV. 06.08.22
AS PER HIB 91 SCALE: N.T.S. S5
TITEN ON OUTSIDE
20'-0" MAX
20'-0" MAX
2x4 #2 SYP BLKG @ I b
U.L;. W/ (Z) 100 NAILO tA. LNU.
MAX. 9"
SEE SCHEDULE - [RSH]
- ON FRAMING SHEET FOR SHEATHING
8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od
REFER TO DETAIL J
AND FASTENERS. (MIN.
FIRST 4 BAYS) UNSUPPORTED,
IF >9" SEE 1 O/S5
W TOE NAILS AT EACH END @
COD TRUSSES
ON SHEET S5 FOR
SEE STRUCTURAL—
24" O/C (TYP)
X-BRACING, AND TOP
NOTES AND NAILING
7N
CHORD BLOCKING
90 ;0
SCHEDULE FOR
Ix
x :x
INFORMATION
SHEATHING DETAIL
BAC KNAIL w1--1
it
(2) 16d NAILS
WOOD TRUSSES
00 00
2"x4" CROSS BRACE
APPROX. I" FROM
1,,,,--2x4 RAT RUN BRACING
L
1 2-0
tV
RIDGE FASTENED AT
L" BRACE TO EXTEND
IN 01
x x
AT 24" O.C. ON TOP OF
EACH JOINT w/ (3)
AT LEAST 90% OF WEB
BOTT. CHORD FOR 4
10d & (2) 10d TOE
LENGTH (SEE TABLE)
z
TRUSS SPANS
ATTACHED W/ 2
NAILS @ EA. END
IQQ
GABLE TRUSS
CDX PLYWOOD OR 7/16"
\-BRACING w/(3) 10d x 3"AT
-16d
T
2x4 PANEL BLOCKING
/;1/2"
EACH CONN. @ 24" O/C
AT EA. TRUSS JOINT
(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
@ 48" O/C FOR THE
(2)16d NAILS OSB SHEATHING ATTACHED
SIMPSON HGAM10KTA
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
FIRST (4) ROWS OF
W/ 1 Od NAILS @ 6" O.C.
k
w/ (4)
HGAM10KTA -MOISTURE BARRIER
— 2x4 BLOCKING @ 24"
(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
E ES AND 12" O.C. FIELD
1/4"xl 1/2" SDS SCREWS TO
\-BOND
W/ — O/C w/ (2) 16d
—
TRUSSES FROM EA.
BLOCKING & (4) 1/4"x2 3/4" BEAM
(4) 1/4"xl 1/2" SDS TOENAILS @ EA. END
SCREWS
NOTES:
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
END TYP. TOP
BOTTOM ATTACHED
//---JACKTRUSS
SEE PLAN FOR
TITEN TO CMU
TO BLOCKING & (4) MASONRY WALL
OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
w/ (2) 16d TOENAILS
CONNE CTION
14
MASONRY WALL
1/4"x2 3/4"
M
MIN.
P BRACING
TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL - �1 . �� I I - --- - ------ ARCHITEC I URAL r INI,-)ri 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4)
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL—/ L CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS
BLOCKING, FASTEN WITH L 2x4 BLOCKING W) I � " 7 THAT MY BE REQUIRED B070M CHORD GABLE END BRACING
EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2) 12d TOENAILS LL'. 1 11 2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CONN. 'a'") NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
NON - LOAD BEARIN9"' LOCATION /*"' �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) r8 SECTION r9 BEARING LOCATR (UNEVEN CLG.) fl" �E REOUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
ADDITIONAL INFORMATION. SCALE: N.T.S. I,., �5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BCSI SCALE: N.T.S.
SCALE: N.T.S. �5 ADDITIONAL INFORMATION.
S I LISS
12
12" 6.9 MAX.
SEE RSH SCHEDULE
FOR ATTACHMENT
MINIMUM 2x OVERLAP TRUSS BRACING
-�77 PRE-ENGINEERED--,,\ . 6" OVERLAP
CROSS BRACING AT LEAST TWO TRUSS SPACES
(SEE PLAN FOR WOOD TRUSSES
LOCATIONS) TOENAIL w/ 2X4 #2 SYP BLK'G @ 16" O.C.
(2) 16d NAILS (2) 10d x 0.131"
(2) 16d PER TOENAILS EA. SIDE
JOINT
< CONT 2x4 #2 SYP w/ 1 Od
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2"x6" (U.N.O.)
1" BRACE
2411
0-0" - T-O"
T-O" - 64'
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
"X" BRACE S DET.
J/S5
2X4 BRACING @ 48" O,C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 1 Od AT
EA. TRUSS (NOTE: BRACING MAY BE
CED ON EITHE
THE BOTTOM CORD)
XO.131" @ 8" O.C.
LI
CONTINUOUS BOTTOM CORD BRACING 2"x4"
MIN. SEE M/S5
ALTERNATE NON -DROP
MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS
BRACING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
\-COSMETIC DROP CEILING FRAMING
BRACE TO EXTEND FULL HEIGHT OF GABLE.
SCISSOR TRUSS
CROSS BRACING DETAIL
ri
(0-1 �0
GABLE END DETAIL
TRUSS BRACING OVERLAP DETAIL
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
SCALE: N.T.S.
SCALE: N.T.S.
3) SEE 6/S5 FOR MORE INFO.
W/ DROP CEILING BRACING DETAIL
SCALE: N.T.S. �5
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
GABLE TRUSS
4
S5
3
1" BRACE W/ 10d @ 4" O.C.
(SEE SCHEDULE FOR SIZE
12
ENDJACK
S5
12 DOUBLE TOP PLATE
12
6.9 1 MAX.
AND LOCATION)
6.9 MAX.
"L" BRACE W/ 10d @ 4" O/C
1 V-0" MAX.
6.91 MAX.
r5_"� 1-1
(SEE SCHEDULE FOR SIZE
AND LOCATION)
r5
SIMPSON HGA1 OKT w/ (4) 1/4"xl
1/2" SDS
SCREWS TO TRUSS & (4) 14'X3"
SIDS SCREWS
TO PLATES (TYP.)
2X4 LEDGER
GABLE TRUSS
SIMPSON LSTA18
LU 'N
C'
6
6
N417
CORNERJACK
LU
z
cr
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7,
�_STUDS
TUDS @ 16" O.C.
DBL. TOP PLATE
@ 16" O.C.
SIMPSON SP2 wl (12)
HIP FRAMING REFERENCE PLAN
WOOD FRAMED GABLE END BRACING DETAIL
CONT. BEARING
ONT. BEARING
10d NAILS AT EACH
ABLE END BRACING DETAIL
GABLE END BRACING DETAIL
SCALE: 3/4"=1'-9'
STUD
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
G
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
FOR WIND SPEED SPECIFICATION
MpAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIN D SPEED SPECIFICATION SCALE: N.T.S.
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To the best of the Engineers knowledge, information and belief.
the structural plans and specifications contained within
these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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ALL STAIR STRINGERS
AND TREADS TO BE
THREADS, RISERS, AND
#2 SYP (MIN.)
3/4" PLYWOOD NOT
SHOWN IN DETAIL FOR
CLARITY
ALL WOOD TO WOOD
CONNECTIONS TO BEE
GLUED (PL 200) AND
NAILED (MIN. (2)16d).
13/4x 11-
JVL
2x4 UNDER STRINGER -
GLUED AND NAILED TO
LANDING
STRINGER MUST MAKE FULL
CONTACT WITH LANDING
FLOOR 4=
JOIST
SIMPSON A35 OR
LSC EACH
STRINGER --2x SYP CUT TO FIT
BEARS IN WALL
j x12 SYP
k BEARS IN WALL B
L -----2x. SYP
SCAB 2x4 GLUED AND NAILED (EACH
2x12 SYP
IDE) TO BOTTOM EDGE OF 2x12
ALIGN THIS STUD WITH
STRINGER
STRINGER
3/4" RISER CUT TO FIT
FACE OF 2ND RISER
MAINTAIN BETWEEN
AND J' 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
FOR STRAP
2x4 PT NOTCHED INTO STRINGE
(SIMPSON MTS12 w/
AND NAILED TO FLOOR WITH GLUE
2x4 SYP BLOCKING
R A—�
(14) 1 Od x 1 1/2"
AT STRINGER CONTACT POINTS
NAILS)
2X4 CUT ON BEVEL
DOES NOT BEAR IN
D D WALL GLUED TO
F 2x8
SECTION VIEW "All SECTION VIEW "B"
2x4 UNDER STRINGER GLUED AND
X8 SYP
D
NAILED TO LANDING BLOCKING
2X4 PT NOTCH— --------- r ------
INTO STRINGER
D
2x8 SYP
-.--2x8 BLOCKING FOR STRAP
L-1x4 blocking
SIMPSON MSTA21 W/ (16) 1 Od NAILS Y^E
FLAT STRAP NAILED TO RISER AND
THEN WRAPPED AROUND STUD
PLAN VIEW
SCALE. T To�-
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.
3/4" RISER CUT TO FIT
MAINTAIN BETWEEN 1/4"
AND 1/2" GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
20 2 TREAD
GLUED AND
NAILED
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED
Gl_=-��
INTO FLOOR WITH
AT STRINGER CONTACT
POINTS
2x4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
2x4 SYP BLOCKING
FOR STRAP (SIMPSON
MTS12 w/ (14) 10d x 1
1/2" NAILS)
N�2X8 SYP DRYWALL STOP MUST
L/NOT TOUCH STRINGERS
2x4 BLOCK IN KNEEWALL FOR 202 NAILING
11x4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
I H% SECTION VIEW
SCALE: 1'-0"
7� J__
2x8
SYP
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
SIMPSON A35 OR
LSC EACH
STRINGER
2x4 CUT ON, BEVEL -
DOES NOT BEAR IN
WALL
SCALE: 1 V-0"
SCALE: 1 V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER
61*
1X4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
STOP
2x8 SYP DRYWALL STOP
NOTTOUCH
2x4 BLOCKING FOR 2x12
2x4 PT UNDER 2x12
ROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
OF STAIR TO CONC. W1 J" X
2 TAPCONS @ MAX. 32" O.C.
ATTACH ALL COMPONENTS 1x4 GLUED AND
NAILED TO STRINGER
x
OF STAIR TO CONC. W/
2 J" TAPCONS @ MAX. 32" O.C.
ROVIDE MOISTURE
ROTECTION
S
A A HA P JNEN
TT C LL COMPO
0 S AIR NC . W/i, X
T To CO AX . 32"0. C
2 TAPCONS @ M
1 . LU
74G EDAND
Gall
TOP OF
STRINGER
STRINGERS
G
SIMPSON A35
E 2x4 BLOCKING FOR 2x12 OR LSC EACH�
2x4 PT UNDER 2x12
A '/ �
2x4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 w/
2X4 PT NOTCHED INTO STRINGER
U�/7 (14) 1 Od x 1 1/2"
H GLU
AND NAILED TO FLOOR WITH GLU NAILS)
AT STRINGER CONTACT POINTS
SECTION VIEW "D"
SCALE: 1 V-0"
FILLER STRIPS ADDED PLYWOOD
GLUED & SCREWED TO
PLYWOOD DECKING
2x SYP CUT TO FIT
BEARS IN WALL
-----2xl2 SYP
BEARS IN WALL
LNOSE DETAIL
BUL
SCALE: 1 1'-0"
2x4 GLUED
AND NAILED
SECTION D-D
-a/4 PLYWOOD
ON DECK
--2x8 SYP GLUED
AND NAILED TO
FRAMING
2x4 DRAFT
2x12
STOP
TREAD
GLUED
AND
NAILEE
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE --
AT STRINGER CONTACT
POINTS
SCALE: 1 V-0"
A2X8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
Lx4/GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
SEY^E "16,
SECTION VIEW "Ell
CTION VIEW
SCALE: 1 1-01,
SCALE: 1 V-0"
-3/4 PLYWC
ON DECK
—2x8 SYP,
AND NAII
FRAMINC
2x4 DRAFT
STOP
2x4 BLOCKI
C NOTE: 2x8
DRYWALL STOP
NOTSHOWN
STRINGER
OPTION: 2X4 CUT ON
BEVEL GLUED AND
NAILED TO SUPPORT
W/ SIMPSON H3
SECTION VIEW ficif
SCALE: 1 V-0"
FLOOR TRUSS OR CONN. TO BOTTOM
GIRDER, FIELD VERIFY OF NEWEL POST
PER CONTRACTOR
F
PROVIDE SOLID BLOCKING
(2) LAYER EDGE GOLD
4 BELOW ALL NEWEL POST
OSB OR PLYWOOD
FROM JOIST TO JOIST. USE
OR 1 j"X16" LVL 2 X 12 BLOCKS, GLUED AND
ATTACHED W/ 12d NAILS
NAILED TO JOIST.
@ 6" O.C. TOP, BOTTOM
AND VERT.
NEWEL POST
SECTION VIEW "G"
SE
^F "t,
SCALE: 1 V-0"
CTION VIEW
il =
SCALE:
BLOCKINu
STAIR CONSTRUCTION DETAILS
SCALE: AS NOTED
(IF 11X17 REDUCE SCALE.5)
SCALE: I"= l'-O"
JOINT
.TO
4STS)
NAILED AND
TOP PLATE
4TO RIM BAND,
ID NAILED TO
VVALL BELOW
JOINT
-TO
)ISTS)
H
2X BIOCKING
IPSON 2 w/
i 10d x 1 1/2" NAILS
D OR
3
RIS R
VARIES
NEWEL POST LET INTO
THE BLOCK
PROVIDE
BLOCKING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
FLOOR
TRUSSES
2X BLOC NG
ECTION VIEW 111-111
SCALE: 1 V-0"
C%A
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the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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1x4 1/2" DRYWALL DOOR JAMB (REFER F-1 X4 1/2" DRYWALL DOOR JAMB (REFER 1 x4 F 1/2" DRYWALL MAX. 8" UNACCEPTABLE INSTALLTION
DOOR JAMB (REFER P.T. TO PRODUCT F TO PRODUCT PROPER INSTALLATION DO NOT DO THIS. 2"x BOT, PLATE W/ (2) 10d @ 6" O.C..
Tt-1 DDr)r)H(T APPPOVAI FOR CONN ATTACHED WALL SHEATHING TO
APPROVAL FOR CONN. APPROVAL FOR CONN. x4 X 4
x4 P.T. I I I I [ FURRING
3/16"0 X 3" LONG E FURRING
110 (2) ROWS 3/16" x 3�1/2"
3-1/4" LONG X 3/16 14 FURRING TAPCONS V.
71 TAPCON @ 16" O.C. &,"4 2X8
IkI y
1,2
TAPCON. INTO STAGGERED @ 16" P.T. FROM EACH END w/ MIN. 1X8
BLOCK@ SPACING O.C. 2-ROWS INTO
PER MANUFACTURE 1 11DETAIL MASONRYTHROUGH 2" EDGE DIST. ATTACH
1 x4 P.T. & 1 x8 P.T. 1-1/211 DETAIL— 1x8 w/ (2) ROWS 8d NALS 3" DETAIL
STAGGERED @ 12" O.C.
3/16" x 3 -1/2" 1X4 P.T. DOOR JAMB (REFER
TAPCON @ 16" TO PRODUCT
O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL
TO PRODUCT
TA
0
P
C '
CO
EACH END W/ MIN
E
4
N
N
DOOR JAMB (REFER NJ 1x4 il/2",DF
2 EDGE N.: 316
TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16"
APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4
(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH
FURRING
TAPCON @ 16" O.C. END w/ MIN. 2" EDGE DIST zzzzz,
& rzzz
I R ' L
4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/
., . 2 T MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8
x P.T. AS REQ'D
2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0-c. 3-1/411 DETAIL
#5 REB
(TYP.)
STD. 90
FILL SOLID
HOOK (I
BOTH CELLS
2
MAN
NOTCH WEB AT
±5 A
FIRST 2 COURS
#5 REBAR k I T r,) 3/4" PLYWOOD DECKING GLUED
AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4"
AR 041, -. -, / O.C., 2 ROWS STAGGERED
41% 6" O.C. EDGES AND 12" O.C. FIELD
4 14 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od
A @ TOP & BTTM CHORD, AND (8)
YP.) FACE NAILS 10d @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
B TTOM OF BAND
L
B
E
0
A
0
1
I
#4 JO
JOIST TYPICAL
4%
SIMPSON HGAM10KTA @ 12" O.C.
FIRST COURSE
w/ (4) 1/4xl 1/2" SDS SCREWS
1
41*1 INTO BAND JOIST & (4) 1/4"x2 3/4"
T11
THE TITEN INTO K.O. BLOCK
4%*
ES
ER SIZE DOOR -WINDOW ROUGH OPE
BUILDOUT �'dv` OV NINGSK`CC
LED CELL PER
FOUNDATION PLAN FILLED CELL INSTALLATION
KH RETROFIT FOR MISSING EMBEDDED STRAP
SCALE: N.T.S.
SCALE: N.T.S.
� �s SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.-
2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
A -A
UPLIFT CAPACITY = 805 # FOR 1 STRAP
FILL 1 st 4 COURSES
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
= 1610 # FOR 2 STRAPS
SOLID W/GROUT
EMBEDMENT INTO BLK.) 1/4" MAX 8-1
1 PLY PRE-ENGINEERED TRUSS
SEE ARCH PLAN AND
1 X4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS
PRE-ENG TRUSS DESIGN
SEE NOTE 1 BELOW
BLOCK HEADER ARCH BLKG. & BUCK
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
01
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
1/2" DRYWALL
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
8d NAILS AT 8" O.C. AT BUCK
SINKERS AND (7) 1/4"x2 114" TITEN = 2150 #)
2x SUB FASCIA
'A,:
2 x 8 45' DIAGONAL (4) 10d NAILS INTO —,LEAVE A CUTOUT IN O.S.B. ONTHE
INTO
ALUM DRIP EDGE
INSIDE TO ALLOW FOR INSULATION
B KG
L
BRACE(S) 2 x 8 BRACE/ BLKG. TO BE INSTALLED
7/16" OSI3
BOND BEAM OR CAST IN PLACE BEAM
BRG WALL TYPE ALUM FASCIA
FOR OVERHANGS BETWEEN OVER 1 1/2"
CONTACT ENGINEER OF RECORD FOR
i0LE IN 13 FOR
CUT HOLE IN O.S.B. FOR
BUILT UP PLWD. BUCK _CELL INO�H AREA 2 x 8 45 DtAGONAL BRACE AT EA.
ARCH PANEL S S
POLY -CELL IN THIS AREA
PER PLAN 1-3/4" TRIM PAINTED
FURTHER INSTRUCTIONS.
A
SCRIBE (NOTCH) FACE OF ARCH W/ (3) 1 Od NAILS
1 AA m &It Q 1pdTr) 1z
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA. END
RETROFIT TRUSS DETAIL
F CHANNEL, SS NAIL w/ 5/16" HEAD
FASTENED PER DIA, @ 24". O.C.
OVERHANG—'.'.
4
CONNECT W1 8d NAILS BRACE/ BLKG.
\\\-2
N.T.S.
NOTE 2 BELOW . .... . L co NT VENTED OR SOLID SOFFIT
72x
I
L
x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INSTALL WDW. SCREW ANCHOR]y ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN
CONT2x4NAILEDTO BLOCKING NAILED TO TOP
BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS
RETROFIT WALL OVERHANG DETAIL (NTS)
INTO ARCH BLKG. PER 4" MIN. OF BRACE
w/ 3-12d NAILS, TYP.
FOR OVERHANGS BETWEEN 3/4" TO 11/2"
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
-1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD
1 G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
START OF ARC
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
.
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
4'MAX. RAD.
USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
ARCH DETAIL
MIN. 4" EMBEDMENT AT 16" O.C.
2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
11-011 51-011
SCALE: N.T.S.
Ss
12
PRODUCT APPROVAL) F CHANNEL FASTENED TO:
JACK TRUSS PROVIDED BY
- CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
TRUSS COMPANY OR PLAN
- WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
Ai-IFINISH FLOQ R
2x6 #2 SYP @ 24" O.C.
PATTERN
2
x 8 BUCK - CONNECT TO BLOCK SECTION
ROOF SHEATHING ATTACHED
SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE
WITH
1/4" x 3 1/4" TAPCON (1 1/4" MIN B-B
EMBEDMENT INT��K.
PER NAILING SCHEDULE LL
#5BAR
/4" MAX 2-4- 8"
STRUCTURAL SOFFIT
CENTERED W/
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
(5) 12d NAILS SIMP ON
2X6 TO 2X4 H2.5A w/ (10)
SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS �IITH SPANS
I HWK� IN TOP
r- �-
KNOCKOUT/ N
1 X 4 FURRING
BLKG. & BUCK
8d NAILS
REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
CHAIR BLOCK
THE SOFFIT FL PA INSTALLATION CRITERIA
8d NAILS @ 8" O.C. AT BUCK
2 x 8 VERT. W/ (2) 1 Od
PROVIDE 2x
*REFER TO THE PRODUCT APPROVAL FOR INSTAL LATION DETAILS.*
MONO FOOTING
_zj_�
PROVIDE 2 x 8 DIAG. BRACE B
NAILS AT EA. END
PROVIDE (2) MIN.
CONT. W/ (3)
SIZE AND REINF. PER PLAN
VERT. BRACES WHEN HGT. OF
TAPCON AT EA. SIDE
12d NAILS
AND SECTION DETAILS
BRACE EXCEEDS 24"
BUCK - (1) WITHIN 4"
JACK TRUSS PROVIDED BY
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
TRUSS COMPANY OR 2x4
CLEAN FILL
2 x 8 VERT. BRACE(S) --------
INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24" O.C.
2 X 4 #2 SYP SCAB TO SIDE OF
DIRT
TO BE INSTALLED
00,
0 TRUSS AS SHOWN FOR O.H. UP TO Z-16"
4' -0" MAX SEE PLAN
DOUBLE 2x4 SCAB FOR Z-16" TO 4'-0" O.H.
9STANDARD
r HOOK
BUILT UP PLWD, BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
+ + 4 (2) 10d NAILS @ 8" O.C.
+ 7'/Y
#5 BAR IN
TO FIT ARCH CONNECT W/
NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
+ TO TRUSS TOP CHORD
FILLED CELL L
8d NAILS
2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
START OF ARC
4'MAX. RAD.
SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY
+ +
.1L
LL , IIII; , lit- 1'.
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL
GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
+ + PLYWOOD SHEATHING
Sk-
INSTALL WDW, SCREW---�'�
THRU OSB INTO 2 x 8
SHALL NOT BE FRAMED AS O.C.
+ +
STEMWALL FOOTING SIZE AND
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
ARCH DETAIL rK
HIP. SECTION @ ENTRY
DESIGNED ONLY FOR THE
+
BLOCKING AS
+
TRUSS REQUIRED TO
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING
B-B
SCALE: N.T.S.
INSTALLATION OF SHINGLE - 1.
SCALE: 3/4" -011
1\
+ +
+ SUPPORT SOFFIT
SECTION DETAILS
�S
AND METAL ROOF FINISH �S
SCALE: 3/4" = V-0"
2X4 SYP
EACH TRUSS
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
GLASS BLOCK INSTALLATION NOTES
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
CONNECTOR
CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
SEE LINTEL
EXISTING BOND BEAM.
EXTENDS TO SILL.
MASONRY WALL. SEE PLAN FOR
SCHED.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
REINFORCING. PROVIDE LOWER
%L
tENTER SOOIT
DRILL 3/4"x5" MIN. HOLE SET BAR IN
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
HOOKED DOWEL
EPDXY CAP TO PREVENT LEAKAGE
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP
PRECAST LINTEL %
—SEE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL
ELEVATION
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR
IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
W W M AT PERIMETER
FOR OVER HANG
BLOCK
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2
Wi
HE E THIS CONDITION
(MAX. 4'-0")
rM
#5x6'EMBEDDED INTO EXISTING BOND BEAM
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
OCCURS
#5 CONT. TOP & MID
SECTION @ ROOF EXTENSION
z
0
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
WITH MIN. 3" COVER 6-0"
SCALE: 3/4" = V-0"
�S
a)
FILL CELL FULL HEIGHT W/
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP
U_ LU NON SHRINK GROUT.
0
SEE SHEET D2 AND
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
J
Uj
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
SIMPSON HTT4 w/ (18) 10d x 1 FLOOR PLAN FOR
Cn
I
REINFORCING AS FOLLOWS:
SEALANT
1/2" NAILS TO STUDS & (1) - MORE INFO
ROD
INTO
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
kP
5/8" DIA. ALL THREAD
#5x6'EMBEDDED
PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/
EPDXIEDw/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT &
EXISTING FOOTING (2) #5x6'IN CONC.
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL
3" MIN. EDGE DISTANCE
0 FILLED CELL
C14
DRILL 3/4"x5" MIN. HOLE
SMOOTH. DO NO FURROW.
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
GRADE
SET BAR IN EPDXY
FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
NOTE:
C14 I�
z
REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES.
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <SEALANT
z -4
C
SAW CUT
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
I--,"
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL
BEFORE MORTAR TAKES FINAL SET. (REMOVE
%
N-1 (2) #5 REBAR. (1-STORY)
#5 REBAR.
SECTION
TOOL JOINTS SMOOTH AND CONCAVE,
16" MIN. (1-STORY) (3) (2-STORY)
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
20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
EXISTING FOOTING
I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
OF
SCALE: N.T.S.
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
SECTION AT DEEP MONO FOUNDATION
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
RETROFIT FILLED CELL DETAIL
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
REV. 07.28.21 SCALE: 3/4" = V-0"
RETROFIT FOR MISSING "0
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
MSTAM STRAP
SCALE: N.T.S.
FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
SCALE: 3/4" = V-101"
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Engineers signature and seal.
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STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
PROVIDE 2X4 MIN. BLOCKING AT VARIES W/
E u 4
"'H ---
*DIAGONAL SPACED SEE ROOF OF HIP/RIDGE, TYP.BETWEEN \AV ROOF SLOPE
AN SHEATHING
AT 15'-0" O.C. MAX PLAN TRUSSES W/ (2) 12D NAILS EACH WOOD WALL-\
END TO TRUSS TOP CHORD OR TRUSS. �--2X4 CONT. W/ (2)
TYP. WOOD POST. SEE FLR SEE PLAN 16d COMMONS
PLAN FOR SIZE & BASE
BLOCKING 2X4 BLOCKING CONNECTION - SEE NAILS EACH
BETWEEN TRUSSES TRUSS PLAN STUD TYP. T&B
A
SECT. A -A \A EXTEND TRUSS OR
SLAB 1 1/2" ROOF SYSTEM
G.T.
(2) #5's CONT. T&B wl
ADD 2X4 ALONGSIDE 4 #3 STIRRUPS AT 4'-0"
TOP CHORD WHEN REQ'D WHEN DEPTH
TO PREVENT PLYWOOD PORCH SLAB SEE 7EXCEEDS 30"
SPAN FROM EXCEEDING JACK FOUNDATION PLAN DE SHEARTRANSFER
MAX 24" SPAN (EITHER I�RUSSES HIP I I , i z .
I I - z
SIDE OR BOTH IF REQ'D) 00 G.T EXTERIOR. WALL r7
CONTINUOUS LATERAL BRACING- SCALE: N.T.S.
NAIL OVER X-BRACE AS SHOWN- 114"
INSTALL BLKG. AT TRUSS WEBS
FOR NAILING X-BRACING - 2x4 SPF OR SYP (2) 12D NAILS
wl 2-16d @ EACH TRUSS WEB AT 12" O.C. MAX 2x4 #2 SYP NAILER. NAI
TO STUDS w/ (3) 16d @
EACH STUD - TOENAIL ROOF AND EXTERIOR SHEATHING
CROSS BRACING DETAIL JYP.)rj--�� HIP/RIDGE BLOCKING DETAIL ENTRY PORCH SILL EACH TRUSS TO ATTACHED PER NAILING
SCALE: N.T.S. SCALE: N.T.S. NAILER w/ (3) 1 Od SCHEDULE
SCALE: N.T.S. SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
VERIFY FLOOR JOIST W/ RIM
BOARD OR FLOOR GABLE W/
TYP. HAND FRAMING ABOVE TRUSS WOOD OR MASONRY ABOVE IF 2x DOUBLE LEDGER, FRAMING PLAN
TRUSS NOTES: CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2-4- O.C. MASONRY PIER SEE FLOOR PLAN ATTACH FIRST PLY
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO w/ (4) 16d NAILS TO EA.
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIN wl MIN. (4) 12d WHEN VERTICAL SCAB BE CHAIR BLOCKS. END OF TRUSS THEN
#2 SPF 48" O.C. W/ (4) INTEGRATE MASONRY ATTACH SECOND PLY w/
D AREA IS GREATER 2x6 ABOVE MASONRY I I- I
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM KNEEWALL INTO CMU BASE OR PIER SEE FLOOR Al ENTIRE BASE TO (3) ROWS OF 16d NAILS
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH S I DE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID AT 24" O.C.
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED w/ (2) (10) 8d NAILS _Ail INFO
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED
SIMPSON HTS20 w/ (24) 1 Od x
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 1/2" NAILS EACH [I MASONRY KNEE WALL MAX 3
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION I COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR SIM PSON LUS26 w/ (8) 10d
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. NAILS OR IF 2 PLY TRUSS
VERIFY WITH PLAN FOR
0 1 A 0 1 M /M I
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE z REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED SIMPSON LUS26-2 w/ (8) 16d Z SEE FLOOR FRAMING PLAN
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. --#5 REBAR CONT. AND J/S6 FOR MORE INFO.
1) Al I 00AI'll ll tD l CWnIAIKI All Ql I Ill IN Ar)n1TlnK1 T(-) r-T)KITINI Irm Iq EVERY 3rd 0 L MAX 3 SOLID. SEE ELEV . I NAILS TO LEDGER
rl%L-L- U"r,%%, I I A%A
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20' -0"
O.C. MAXIMUM. ezl,
I
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r-111
2x4SPF2(2)#7X3-1/2"
WOOD SCREW EACH
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URSE
(3) #5's EA. WAY
]FT
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EXTEND SLAB
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2X8 #2 SYP CONT. LEDGER W/
(4) 16d NAILS ATTACH NAILS
INTO END OF EACH FLOOR
LOCATION AND DIRECTION
(IF PARALLE SEE 2/D2 FOR
BLOCKING INFO) I
—
I- —
Uj TRUSS, 24;; O.C. MAX. (AT EACH
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d TRUSS OR SIMPSON LU BLOCK FACE MASONRY WALL
NAILS AT EACH TRUSS INTERSECTION. CB:�— H2.5A W/ (10) 8d NAILS U) SIDE OF G.T. INSTALL (4) NAILS
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. EACH SIDE) (TYPICAL)
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT /B - B ,EXTEND r9
8"
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB - 13,� W, SLAB 1 1/2" SECTION AT LOW ROOF 9
1 `- BEVEL CUTS PORCH SLAB SEE SCALE: 1/2" V-0"
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS (OPTIONAL) SLAB
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS FOUNDATION PLAN 1C2E!DE
PRE-ENG. TRUSS 11FLEVEL
2X4 BLOCKING CONT. ROOF SHEATHING AT TRUSS TOP z
2X4 DIAGONAL AT 8'-0" O.C. (2) #5's CONT. T&B w/ C14
BETWEEN EA. TRUSS CHORD AT ALL HAND FRAMED AREAS TYP. CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'41
MAX & EACH END ALTERNATE SECTION FOR A
DIRECTION TYP. A MIN 3" x 3" WEEP HOLE MORE INFO WHEN DEPTH
L ALONG w/ PITCHING SLAB EXCEEDS 30" V-411 01
DIAGONAL-�- 2x8 #2 SPF RIDGE BEAM TO DRAIN WATER
AT 8'41 WOOD 2x6 RAFTERS FOR SPANS 4FT TO 8FT COMMON TRUSS
KNEEWALL OPT. (ELEV TO INDICATQ
MAX TRUSS 2X4 RAFTERS FOR SPANS LESS THAN MASONRY COLUMN W/ INTERIOR BRG.
4FT @ 2'-O"O.C. MAX. w/ (3) 1 Od SEE PLAN FOR
COMMON TOENAILS TO BEAM ENTRY PORCH SILL CONNECTIONS
rl INFO.
2X4 CONT. A�-/ --CONC.MASONRY SCALE: N.T.S.
T & B CHORD STEEL OR WOOD
BEARING SUPPORT
SIMPSON LSTA18
I,SEE PLAN 1,
CENTERED AT J FOR CANT.1
SI M PSON HUC41 0 w/ (14)
A -A ALTERNATE BLOCKING w/ (12) 10d NAILS 16d INTO HEADER & (6) - TRUSS/
SPLITTOTIE 1 Od INTO BEAM - SEE AWO-P WALL
ROOF PLAN FOR MORE "P8EE PLAN
DETAIL @ INTERIOR BEARINGr3"� BEAMS TOGETHER INFO
SCALE: N.T.S. SEE FLOOR PLAN FOR - Y2" CDX PLYWOOD OR Yll O.S.B. M IN. (2) 2x8 #2 SYP
----------ZWOOD TRUSS COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR
A PROVIDE BLOCKING AT ALL TRUSS BEARING SEE FLOO CONNECTION INFO REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS
SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COL� R PLAN INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN
TYP. WOOD TRUSS BLOCKING DETAIL UMN S12ZE SCHEDLILE/PLAN
SCALE: N.T.S. STANDARD HEEL HEIGHT & ADDITIONAL INFO. ------7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR FIELD, EDGES & BOUNDARIES
REQ'D ONLY WHEN COLUMN SIZE& BASE 2x4 #2 SPF STUDS @
INDICATED ON BM. CONNECTION INFO 12" O.C. W/ USP SPT22
OPTION A SCHEDULE/PLAN OPTION B OPTION C @ BASE & SPT24 @
47 -'N� TOP
EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT rA 2x4 #2 SYP P.T. PLATE W/
ATTACHED PER SEE ROOF PLAN SCALE: N.T.S.
SEE FLOOR PLAN SEE PLAN FOR %" EPDXY ANCHOR OR
2x4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & J-BOLT OR Y2" TITEN HD
NON-BRG. WALL IF CONCRETE STAIRS AT BASE SEE J/S6 FO CONNECTION INFO. A CENTER OF POST 2- ANCHOR @ 24" O.C. W/
FOR BRG. OR REQ'D STAIR INFO. SP1 w/ (10) 1 Od NAILS "r, BM SPLICE OVER
FORMED & POURED MORE INFO. A SEE PLAN MAX. MIN. 6" EMBEDMENT
1� SEE PLAN FOR 24" STEPS
W/ (1) #5 EACH STEP Ah * 4
X X X X
rPORCHSLABSEE TOP OF TAM VrJ 4 A 4
EXTEND SEE PLAN FOR OPT.
FOUNDATION PLAN SLAB 1 1/2" 2x4 BASE PLATE W/ STAIR INFO. IF
SIMPSON LSTA30 w/
4
LMAIN HOUSE
CONCRETE STAIRS
(22) 10d NAILS OR FORMED & POURED 4
(2) #5's CONT. T&B w/ CL SIMPSON MTS12 w/ SLAB
Uj W/ (1) #5 EACH STEP
#3 STIRRUPS AT 4'-0" 41' z (14) 1 Od x 1 1/2" NAILS SI IPSON (2) HTS20 w/ (14) SIMPSON (2) 44
71 co \\--SEE PLAN FOR
4 TO FLOOR GIRDER HTS20 w/ (14)
WHEN DEPTH 10d NAILS TYP. U.N.O. (2) #5's CONT. T&B
PORCH SLAB SEE 8: C-4 BELOW @ 16" O.C. CANT. IF 10d NAILS
EXCEEDS 30" A w/ #3 STIRRUPS AT
GRADE FOUNDATION PLAN SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. 4'-0" WHEN DEPTH
Lid 4
(n 2 COLUMN SIZE & EXCEEDS 30"
%
-Z
ADDITIONAL INFO. A
CN
(2) #5's CONT. T&B (WOOD COLUMN SHOWN) Z
N
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wl #3 STIRRUPS AT MIDDLE
4'-0" WHEN DEPTH 16" FLOOR SYSTEM FLOOR GIRDER LOWER SLAB
1'4"
EXCEEDS 30" -LOWER OR SEE PLAN FOR SEE PLAN FOR SEE PLAN 4--
GARAGE SLAB DIRECTION CONNECTION V-4"
V-4" SEE PLAN CORNER SEE FOUNDATION
SECTION @ FLOOR 51' PLAN FOR MORE INFO
PORCH SILL LARGE STEP DOWNK-17'N� CONNECTION r22*� COMMON BM. ATTACHMENT SECTION_@ GARAGE MONOi( �21
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
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To the best of the Engineers knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NO: 22-09405
SCALE : AS NOTED
SHEET NO.
Dil
(MONO)
NN
- - - - - - - - - - - - - - -
(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d
NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED
ON FLOOR SYSTEM TO MASONRY WALL
BELOW. IF WOOD WALL IS BELOW USE (2)
SIMPSON MSTA36 STRAPS w/ (26) 1 Od
NAILS (G.C. TO INSURE SOLID BLOCKING J
SEEFOR
BLOCKING
DETAILS
FLOOR SYSTEM
SEE PLAN
EXT. SHEATHING
FLUSH W/ TOP
OF MASONRY & 8d
NAILS T/B FLANGE
2x STUDS—,
G.C. VERIFY INTERIOR
1/2" GYP. BOARD OR
EXTERIOR STRUCTURAL
SHEATHING (MIN. 7/16")
VERIFY W/ PLAN
IS INSTALLED). SCALE: N.T.S.
SCALE: N.T.S. SEE SS FOR RETROFIT
CONNECTION IF MSTAM36
SECTION CORNER CAN NOT BE INSTALLED
FRAMING ATTACHMENT
N.T.S. 7
SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
SIMPSON SP2 w/ (12) 1 Od NAILS
JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C.
REQ'D TYP —7
SIMPSON LSTA24 w/(18) 10d NAILS
TYP-A:
I
2 2 x4 SPF
SIMPSON CS16 w/ MIN. 12" END
rT(�F PLATES
T�P
LENGTH ON STUDS W/ (11) 1 Od
NAILS TO STUDS ABOVE & (11) 1 Od
2 4 #2 SPF
STUDS
NAILS TO STUDS BELOW.
x
C
AT 16" O.C. U.N.O.
SIMPSON SP1 w/ (10) 1 Od NAILS
(2) 2x HEADER
SEE PLAN
5/8" A.B. @ 24" O.C. AND 6" FROM
EACH END W/ 7" EMBEDMENT. IF
AT STEP DOWN LOCATION, MIN 7'
S,
x P F
X'
EMBEDMENT PAST STEP.
BASEE PLATE
L2
ERED OF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE
C
B B
FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8
L�j
EWALL OR
BEAM WALL) AT EACH STUD AT HEADER
JAMB CONDITION OR IF BUILT-UP
(2) -2x4 SPF
STUDS ARE WIN WALL SYSTEM A.E 1. TO
i
TOP PLATES
BE SPACED W/IN 6" FROM OPENINGS
AND MULTIPLE STUD PACKS
2 x 4 #2 SPF STUDS
---(B)---/ NT
INTERIOR HEADER
AT 16" 0. C. U.N. 0.
(2) 2x HEADER
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
SEE PLAN
EXTERIOR HEADERS
F
TYP
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
I ..
rl(�)
�rOF
J
2x4P.T.
OPENING LARGER THAN 4 ft (2) 2x SILL PLATE
D
BASE PLATE
W/ SIMPSON LS30 W/ (6) 10d x 1 1/2" EACH SIDE
L
� "I
SEE FOUND. PLAN FOR FTG. REQ.
STUDS UNDER 2nd FLOOR HEADER ARE
NOT REQ'D TO HAVE CONNECTIONS.
ATTACH STUDS w/ (3) 12d TOENAILS T&B
2 STORY INT. BEARING WALL
PROVIDE EXTERIOR SHEATHING
AND EXTERIOR
ATTACHED PER NAILING SCHEDULE
FOR EXTERIOR 2 STORY WALLS ONLY.
SHEATHING CAN STOP ONCE UNDER
SCALE: N.T.S.
LOWER ROOF.
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
OTHERWISE DETAIL CAN BE IGNORED
S I M PSON LSTA30 w/ (22) 1 Od
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
NAILS BENT OVER TOP PLATE
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
THEN DOWN THE FACE OF
HEADER/ STUDS
-(2) 2X SPF TOP PLATE
2x CRIPPLES @ 16" O.C.
(2) 2x HEADER SEE PLAN
W/ (2) 12d TOENAILS T/B
INTERIOR HEADER
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
(2) 10d TOENAILS AT EACH
EXTERIOR HEADERS
END OF SILL (MAX. OPENING
A
(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING
WIDTH 4 FEET). IF OPENING
LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON
IS GREATER THAN 4 FEET
LS30 w/ (6) 10d x 1 1/2" EACH SIDE
BUT NOT EXCEEDING 6 FEET,
A SIMPSON LS30 w/ (6) 1 Od x 1
MIN (3) 2x #2 SPF STUDS @ END
1/2" IS TO BE INSTALLED AT
OF HEADER SEE Q/S4 FOR
EACH END
REQ'D JAMB INFO
2x CRIPPLE AT EACH
> SIMPSON LSTA30 w/ (22) 1 Od NAILS
END OF OPENING
CENTERED
NAILED TO STUD PACK t
FLOOR DECK
W/ 10d NAILS @ 8"o.c.
FLOOR TRUSS/ I -JOIST SEE PLAN
SEE PLAN FOR BEAM
SIZE & CONNECTIONS
HEADER
CONN. 2nd FLOOR
W/ HIGH
BM r9
SCALE: N.T.S.
(2)- 12d
TOENAILS 2x4
TO TRUSS TOP
GABLE END FLOOR
TRUSS SEE R/S6 FOR
CONNECTION INFO TO
MASONRY WALL
BELOW AND ALT.
BLOCKING INFO G)
1. APPLY SUB
FLOOR
ADHESIVE TO
2x4 CONTACT X
SURFACE A 2x4 #2 BLOCKING
A
NOTE: VERIFY WITH FLOOR L--(B) 2x4 SIDE BRACE
FRAMING PLAN FOR I -JOIST AT 48" O.C.
OR FLOOR TRUSS FOR BETWEEN JOISTS
CORRECT BLOCKING w/ (3) 12d EA. END
REQUIREMENTS TO HORIZ.
BLOCKING
1-1/8" RIM BOARD
JOIST SEE PLAN
8d NAILS @ 3" O.C.
WALL SHEATHING (2) 12d TOE NAILS TOP
TO RIM BOARD & BOTT. CHORD
AJS BLOCKING PANEL @ 24
O.C. (MAX) AND @ EACH
GABLE END RIM JOIS END OF WALL UNDER
SEE R/S6 FOR CORNERS
CONNECTION INFO TO (2) - 1 Old TOE NAILS
MASONRY WALL EACH SIDE
BLOCKING DETAIL ( �2
SCALE: N.T.S.
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
CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
(1) SIMPSON LSTA30 wl (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE
THEN DOWN THE FACE OF
HEADER/ STUDS (2) 2x HEADER SEE PLAN
INTERIOR HEADER
MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
END OF HEADER SEE Q/S4 F (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE w/ SIMPSON LS30 w/ (6)
2x CRIPPLES @ 16" O.C. - 10d x 1 1/2" EACH SIDE
W/ (2) 12d TOENAILS T/B
SILL (MAX. OPE
IF OPENING IS GREATER THAN 4,
2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET,
A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS
OPENING NAILED TO STUD TO BE INSTALLED AT EACH END.
PACK W/ 10d NAILS @ 8"O.C.—
PLYWOOD ATTACHED PER
TYPICAL BLOCK WALL-------_ NAILING SCHEDULE
SIMPSON MSTAM36 W/ (7)---- �P< FLOOR TRUSS/ I -JOIST SEE PLAN
1 Old NAILS & (4) 1/4"x2 1/4" - TIE BEAM
TAPCONS 0 PROVIDE BLOCKING
BELOW JAMBS
HEADER CONN. @ 2nd FLOOR
SYSTEM 42 SCALE: N.T.S.
(1) SIMPSON LSTA30 w/ (22)
SEE SS FOR RETROFIT
1 Od NAILS BENT OVERTOP
SIMPSON SP4 w/ (6) 10d x 1 1/2"
CONNECTION IF MSTAM36
1 OR 2 PLY GIRDER
PLATE THEN DOWN THE
(USE SP6 FOR 2x6 WALL, USE SP8
FOR 2x8 WALL)
CAN NOT BE INSTALLED
TRUSS. SEE PLAN FOR
FACE OF HEADER/STUDS
@ 24" O.C.
CONNECTION.
2x CRIPPLES @ 16" O.C..
2x SPF TOP PLATE
SEE PLAN FOR CONN.
W/ (2) 12d TOENAILS T/B
//---(2)
(2) 2x HEADER SEE PLAN
(3) 2x # SPF
(2) 1 Old TOENAILS AT EA.
INTERIOR HEADER
STUDS w/ 1 Od @
(2) - 2x SPF TOP PLATE
END OF SILL. MAX.
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
8" O.C. EACH SIDE
OPENING WIDTH 4 FEET.
EXTERIOR HEADERS
U.N.O. ON PLAN
IF OPENING IS GREATER
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
THAN 4 FEET BUT NOT
OPENING LARGER THAN 4 ft (2) 2x
EXCEEDING 6 FEET.
SILL PLATE W/ SIMPSON LS30 W/ (6)
A SIMPSON LS30 w/ (6) 1 Od
1 Od x 1 1/2" CLIP EACH SIDE
2X CONT. RIBBON
x 1 1/2" CLIP IS TO BE
INSTALLED AT EA. END
MIN (3) 2x #2 SPF STUDS @ END OF
FLOOR DECK
HEADER SEE Q/S4 FOR REQ'D JAMB
TYPICAL BLOCK
2x CRIPPLE AT EA.
INFO
WALL
END OF OPENING
S I M PSON LSTA30 w/ (11) 1 Old
FLOOR TRUSS/
NAILED TO STUD
TO STUDS ABOVE PLATE
I -JOIST SEE PLAN
PACK W/1 Od NAILS
(2) SIMPSON MSTAM36 w/
@ 8"o.c.
FLOOR DECK
(7) 10d NAILS & (4) 1/4"x2
144
TIE BEAM
FLOOR TRUSS/ I -JOIST SEE PLAN
1/4" TITENS
SIMPSON LSTA30 FROM
WINDOW JAMB TO
PROVIDE BLOCKING
FLOOR TRUSS/ SOLID
BELOW JAMBS
BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
OTHERWISE DETAIL CAN BE IGNORED
GIRDER/COL.
CONN.
@ 2nd FLOOR r3_N�
HEADER CONN.
@ 2nd FLOOR,( �4
SCALE: N.T.S.k 7
SCALE: N.T.S. � 7
EE PLAN FOR CONN,
r
I NAILING AREA (TYP.)
SEE PLAN FOR
COL. SIZE
(2) SIMPSON MST37
STRAPS W/ (42) 16d NAILS
----------------
FLOOR SYSTEM OR
2-STY. FRAMING
NDJ I
OR LVL GIRDER
(BLOCK SOLID)
SEE PLAN FOR
COL. SIZE
SIMPSON HTT4 W/ (18)
16d NAILS & 5/8"
ANCHOR BOLT w/
MIN. 6" EMBEDMENT
SEE FOUNDATION PLAN
FOR FTG. REQ.
6 2 STORY COL. @ GIRDER
SCALE: N.T.S.
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
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
(2) SIMPSON LSTA30 w/ (22)
SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR
10d NAILS BENT OVER TOP
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
PLATE THEN DOWN THE
2) 2x HEADER SEE PLAN
FACE OF HEADER/STUDS
2x CRIPPLES @ 16" O.C.
W/ (2) 12d TOENAILS T/B
INTERIOR HEADER
MIN (3) 2x #2 SPF STUDS
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
@END OF HEADER. SEE
EXTERIOR HEADERS
Q/S4 FOR REQ'D JAMB
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
INFO.
OPENING LARGER THAN 4 ft (2) 2x
SILL PLATE w/ SIMPSON LS30 w/ (6)
2x CRIPPLE AT EACH END OF
10d x 1 1/2" EACH SIDE
OPENING NAILED TO STUD
PACK W/ 1 Od NAILS
(2) 10d TOENAILS AT EACH END OF
SILL (MAX. OPENING WIDTH 4 FEET).
TYPICAL BLOCK WALL
IF OPENING IS GREATER THAN 4,
FEET BUT NOT EXCEEDING 6 FEET,
A SIMPSON LS30 W/ (6) 10d x 1 1/2" IS
SIMPSON (2) MSTAM36 w/ (7)
TO BE INSTALLED AT EACH END.
1 Od NAILS & (4) 1/4"x2 1/4"
TAPCONS
FLOOR DECK
PROVIDE BLOCKING
FLOOR TRUSS/ I -JOIST SEE PLAN
BELOW JAMBS TIE
BEAM 2X CONT. RIBBON
HEADER CONN. @ 2nd
FLOOR [DOUBLE STRAP] K-10
SYSTEM 42 SCALE: N.T.S.
2x4 STUDS
PER PLAN
if
PROVIDE 2x4 ON
TOP OF 2x8 TO
BLOCK OUT TOP
PLATE ATTACH
W/ (2) 10d NAILS
@ 3" O.C. 2x4 BEYOND
AGAINST 2x8
STUDS
DOUBLE 2x4
TOP PLATE
2 WS 10d @
3" 0/
2x8 STUDS
PER PLAN
NOTE:
PLATE LENGTHS MUST BE
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
7
TOP SPLICE
M
"Mimn.
DOUBLE
2x8 TOP
PLATE
2x4 W/ 2 ROWS
OF 10d NAILS
@ 3" O.C.
11
2x6 / 2x8 CRIPPLES @ 16" O.C.
NOTCHED AT HEADER LOCATION
SEE INFO BELOW ON CONNECTIOI
OF CRIPPLES IF LONGER THAN 8"
TALL. (CONTRACTOR MAY USE RT
CLIPS) NAIL BACK LEG OF CIPPLE'
HEADER w/ (2) 12 TOENAILS
HEADER FLUSH TO OUT%(
DOUBLE 2x6 OR 2x8 TOP
PLATE SEE PLAN
12d NAILS AT 6"
O.C. TYP T & B
SYP U.N.O.
2 x CONT. T & B
2x CRIPPLES TO
MATCHJACK
STUDS BELOW
(2) 2x8 OR (2) 2x6 TOP
PLATE SEE PLAN
(2) 2x HEADER TO SIT
FLUSH w/ THE OUTSIDE
SEE PLAN FOR SIZE
2x6 / 2x8 WALL BEYOND SEE
FLOOR PLAN FOR HEADER
CONNECTION
,.)tt ZI I ANUANU r1IzADER
CONNECTION DETAILS FOR
MORE INFORMATION
SIMPSON SP6 w/ (6) 10d x
WALL) @ 24" O.C.
BOX HEADER
(2) SIMPSON LSTJ2 w/ (10) 1 Od (2) 2x TOP PLATE
NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/
OVER TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT
TOP AND SIMPSON SP1 W/ (10) 1 Od
NAILS AT BASE
"PROVIDE (2) CRIPPLES BELOW
TO ANY GIRDER TRUSS IN THIS
SITUATION. CONNECT G.T. TO
STUDS w/ (2) SIMPSON HTS20 w/
(24) 1 Od x 1 1/2" NAILS AT TOP AND
BOTTOM TO HEADER
(IF CRIPPLES ARE LESS THAN 8"
LONG NO STRAPS ARE REQ'D)
ADDITIONAL STRAPS
—SEE S TANDARD HEADER REQUIRED AT TOP PLATE
CONNECTION DETAILS FO TO STUDS TO MATCH
MORE INFORMATION HEADER STRAPS
(2) SIM PSON LSTA 4 w/ (18) 10 (2) 2x HEADER SEE PLAN
— MIN (3) 2x #2 SPF STUDS @ END OF HEADER
SEE Q/S4 FOR REQ'D JAMB INFO
— SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP.
*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE
ATTACHED w/ (2) 16d TOENAILS AT EACH END
(2) 2x SILL PLATE
�2x STUDS @ 16" O.C.
ALT. HEADER ANCHOR
SCALE: N.T.S.
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To the best of the Engineer's knowledge, information and belief,
e structura plans and a ec' caflons contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
I
3/8" CEMENT
PLASTER --- -
12 MIL DRY�LOK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
1) SEALANT AT
4) SEALANT JOINT
VIANDOW BUCK TO
OUTSIDE EDGE OF
MASONRY
WINDOW BUCK
2) SEALANT JOINT
5) SEALANT FROM
INSIDE EDGE OF
WINDOW FRAME
WINDOW BUCK
ACROSS WINDOW BUCK
AND EXTEND TO
-WINDOWFRAME
MASONRY
ATTACHED
PER CODE
6) TOOLED SEALANT
REQUIREMENTS
�S 7LANT
GING
BEAD BRIDGING
AND NDOW
CLADDING AND WINDOW
VA
FRAME --
3) SEALANT WINDOW FRAME T(
WINDOW BUCK ALL THE WAY
AROUND, INCLUDING SILL.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND
FENESTRATION INSTALLATION AND INTERFACE
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
STRUCTALATH TWIN TRACK 2.5
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
'V'SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTI(
I . Cut, fold up & temporarily secure,
resistive 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
FOLD UP WEATHER
RESISTIVE BARRIER &
TEMPORARILY SECURE
WOOD FRAME CONSTR.
EXTERIOR
SELF -ADHERED FLASHING
SHEATHING
BY LAPPING DOWN
��
OVER RIM JOIST AN[ Up
WALL BY 6 IN.
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING
AL
AL
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
NAILING FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SCS 0602 WINDOW FIN INTERFACE WITH
EXTRUDED SHOULDER
SELF -ADHERED FLASHING
PRODUCTS DETAILS
SINGLE
JOIST
SELF -ADHERED
FLASHING
SELF -ADHERED FLASHING
DECK JOIST
WEATHER
RESISITIVE
BARRIER SEAL TOPS OF JOIc
UNDER DECKING
I (SEE DETAIL WP07)
�ED FLASHING
SELF -ADHERED FLASHING
WEATHER RESISTIVE
BARRIER
SM III M, N
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-V 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
tN
D
KING
SECTION -A (SEE DETAIL
SELF -ADHERED FLASHING -
1
2 SEAL TOPS OF JOISTS
UNDER DECKING
8 (SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
DOUBLE
JOIST
BELOW
WOOD BEAM
SELF -ADHERED
FLASHING
0
2x FRAMEWALL
TILE FINISH
SELF-ADHER
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
1'4" PER PLAN
A
Detail Instructions
V-10" PER PLAN ;M
Refer to the number marked as # in each detail that corresponds to the
bered items in the list oqRstructions below:
num
SLOPE
1 . Install self -adhered flashing in order as shown by numbers 8" CMU Li
2. Install flashing and weather resistive barrier to form water shedding
4" OR 8" CMU
laps (PER SEAT DEPTH)---_
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand,
FILL WITH GROUT
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 (13" x 6"
Minimum) SLOPED MUD BED
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to
VINYL SHOWER PAN
fit tight to corner
8. Mechanically fasten as necessary
SLOPE
7-'
SHOWER SEAT
DOOR ROUGH OPENING
WINDOW UNIT
SLOPE
UIREMENTS
0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
(0.6 cm: 30.5 cm) include flashing as described in Section R703.4.
3/4"-1" BEAD OF CONSTR.
SELF -ADHERED FLASHING
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND
R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of
RETURN UP JAMB 6". USE LIQUID 1 1
NAIL BRAND OR EQUAL WEATHER EXTERIOR
water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means
PROOF CAULKING CEMT, FIN.
of draining to the exterior water that penetrates the exterior cladding.
SELF -ADHERED FLASHING BUILDING PAPER
WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or
SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied
horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6
hes. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The
---- Inc
RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and
building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1.
R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over
wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade
`7 T-- A V D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing
Q (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING W I
Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space.
- RUBBERIZED
INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
THROUGH SELF -ADHERED
FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be
FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied
FLANGED WNDOW
(SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to
SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER
Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
VERTICALLY FROM
BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
THRESHOLD
shall be installed at the following locations:
C
I NSTALL SELF -ADHERED
FLASHI NG JAMB 8, HEAD
FLASHING , SEE
LA�� DOW
1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
2
following:
Ar,
5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details
4
are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for
7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SELF -ADHERED FLASHING
INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WIDMA 300 or FMA/AAMA/WDMA 400.
2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
3.3.Under and at the ends of masonry, wood or metal copings and sills.
Ground
4.4.Continuously above all projecting wood trim.
5. 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
Water Resistant Barrier 7.7.At built-in autters.
:LF-ADHERED FLASHING
�TCH
�HERED FLASHING
2
4
5
SELF -ADHERED FLASHING
FOUNDATION WEEP SCREED
OUTSIDE CORNER
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
>
ca
<
2� SF LATH
WRAP DIP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
>
BARRIER
3-1/2" INCH FLANGE
Z Z
Q_
THIS GAP IS A RESULT OF
Lu Lu PLASTER STOP NATURAL SHRINKAGE.
I DO NOT SEAL.
Cf)
(n CONTINUOUS BACKER
W ROD & SEALANT DRIP SCREED PLASTIC
LU 0
Lu ACCESSORY
n ui
Cn 3:
0
C1)
SOFFIT/CANTI LEVER
Lath
Sheathing
Stucco
LEGEND
SELF ADHERED FLASHING (SAF)
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER
SELF FURRING (SF) LATH
PLASTER ACCESSORY
-_
SHEATH] NG,'OSB', PLYWOOD, DENSGLASS
V \f�i
ACKER ROD A
FINISH
STRUCTURAL FRAMING
STRUCTURAL SHEATHING
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SF LATH
6
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
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
tz ..
AMR
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
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
Starnpecle 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
buttjoints need to
becaulked using
Stampede or sim.
caulk for all
LJ
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained
within these
drawings comply with the 2020 Florida BuIlding Code -
Residential 7th Edition. Engineers signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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(677)441-83" PE-73770
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1111,06smart"ni.com
Nw Technology
Olenvilie.. Owned E-Wl Report torro .
Florida Regidetied Archfireet V. Jm: Florida
Protessiond Engli
Qualltir Assunarem
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SmartVant 114066� 01540-510
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12131/2023
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12/3112023
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yes
MA
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&,rtVm MDclo 91540 52
11Mquat; Geroge Door Flood Vent
12J311/2023
Y.
Y.
ZA
MIA
6
Smadvol"I Mode: #1540-570
Vilood Wall Insulated FIOOd V410
I 2J3112073
Y"
yes
MIA
-10DAID0
7
re-rVileot Model #4540�574
14 SL4ud: Comes Door Flood Vent
12,31/203
1.
Y.
MiA
WA
Florida Department of Business & Professional Regulation Pop 1 oil
Building Codes and Standards ItI412021
Product Approval ApplicatlOrt Detilill
Florida Department of Business & Professional Regulation
page 2 of4
Bulldlng Codes and Standards
V257022
Product Approval Application Detall
211111
20 20
Date Persdina
vinsig"
Enaln"r & License V*Iklgt*C By
Validated subgrow
F19C Approval
Appronted
Status
Rwison 2020
Thearmi C"porallon
Sloore Jasperson Lyndon F Schmidt RE Ryon J, King4Z
O4M5r2D21 12/3112020
04122rM21
061011=1
Appreonad
Ca"Wry: Extrolloor Doors
(800) 843-7826 PE-43409 (813) 767�6
Subcategory: amirsing FdOligr Door Amarribles
ojenip-rittith-tru.-
Compliance Ma"welt E-luartior Rp.,t from 0
In
Flords Registered Arohitaict or a Ucensed Florida
professional Engineer
FLONOD40
Pl*dkim
ClualltvAsourarroot
AlocromadforUsis ApardVielfarl'Ll"
formed
Disafts It
11211.1111
Number or Name
In HVHZ
H21111.11M
I
tbar-ClIsesic and Smooth -Star
,!;!�!FL
Nominal SAili "l mpactildluat Opaque 12t3i/2022
No
Yes
yers
N/A
I bargIsso Singi. DWI
Co=
"da
Iin X contsurstlai
2
b Therrinei Frber-Clmli and Smooth-Slar
Nominal I rripactillquot; Opaque 12t3l/2022
No
you
Ym
NIA
mom r it" Single Door with
Co i=F=
Suddlites) (Inownielovoiswing; XO, OXor OXO
3
c. Thermal Fiber -Classic and Smooth -Star
configurolions)
Nominal S&M�$ iliquotiffilsoctli Opaque 12131=22
No
yes
Yes
NIA
C.m.l. Edg. Flb..I. Double Door wth or
without Sidelitm (Inswing/Outswing: XX or OXKO
d Therrins-TruRber-ClamicandShrooth-Star
con wall
he, .430,0 "I rnpscloli Opaque 12131=22
N.Z4
No
yes
Y"
NIA
Composite Edge Flb*Mlms Single Door
(InswirsiOutswing; X Configuration)
5
a The�TruFft)er.Cb"canc[Smooth-Star
Nominal 8"'VO &AUGtinIcRctIkquOt; Opaque l2r31=2
No
yes
Yes
WA
Composite Edge FlIssorgloss Single DDor with
Sidiell Q-9,10uti XO. OX or OXO
Configurations)
6
f. Thernis�Tru nber-Clame and Smooll
Nominal 811111210,0 &qualtlintiolooAquat; Opaque
12131t=
NO
yes
Yes
N/A
Composite Edge Rborglam Double Door Win or
without Sidelus (Inswing/rOutimmg; XX a OXXO
7
g. Themns-Tru Froer-Cla"i; and SmDoth-Star
configurations)
Nominal B&M,5 &,quot.1inpaubkotaort: Grated
12131=22
No
Yes
Yes
NIA
Compoore Edge Fiberglass Single Door
Illiswrialouti X comigumi
a
h The�'r�Fiber-Ciiswc.,dSmooth,StaI
Nom net 6&039,,g ilquatimpectfirquot Glazed
12r3lrM2
Me
Yes
Yea,
WA
Com= Edo. F,boralrms Single Door with
Sidelite(s) Onswing/Oulawng: XO, QX� OXO
9
i, Therma-Tru Filbet-Classicand Smoth-Ster
con6guremons)
Nominal 6= laort. Glazed
IM1=22
No
Y"
yes
MIA
�le Door wth or
im Dtq
=mi
=.Ifts,
priewing/Outoming:)Mor OXXO
10
1. Therrout-Tw Flber-Cimale and Stroodth-Star
coringuralonts)
Nominal B&M.0 116quot;Impootilquot; Glazed
121,31am
No
Y_
Y-
MIA
Composite Edge Riberglass Singlo Dedur
11
it. Therrina.7ru Fiber-Clull and Smooth -Star
==400wourstion)
N otIrripactiliqUat. Glazed
1213112022
No
yes
yes
MIA
Compoete Edge Fiberglass Single Door with
Selollso(S) �mwongroOularwrlg; XO, OXw OX0
12
1. Therms-Tw Fiber-Crasse and Smooth-Sar
configurations)
Nominal 89*39,10 lkluotimissetilquot Glazed
12131r2m
No
yet
yes
NJA
Composite Edge Fiberglass Double Door with or
without Sidelftes (InsworgilOutswing: )O(o, O)OCO
13
m. Thorma-Tru leber-Clasell-, ar-ld Smoo<lth-Stat
configurations)
Nominal 6&N39;8 "limpactill 01madl Molded
112131/2022
No
Y"
Yes
WA
Open Composite Edge Rlarylass.Eingle Door
onswrisOutswing: X poll ratio )
14
1. Thourria."ru Fiberolassic and Smoloth-Star
Nominal 6&M,8 &QuotImP3ct&qU0L 01320d Molded
12131IM22
No
Yes
yet
MIA
Open Composite
Glazed Molded Open awng'
16
o, TlNirmo-Trui Filber-Cli and Smooth-Stor
X0, OX " 0)`0 -fig.noi
Nominal 6&W9 Ilquotinve.118,quist; Glued Molded
12131=2
No
yea;
yes,
WA
Open Comporatio edge Fiberglass Double Door With
a without Glued Molded Open Sidisides
(I nowing/Oittowng; XK or O)D(Q conligurartions)
le
Is, Th.mmoi Fibr.Cl."i. and Smisan-Slor
N.mu.1 584MS &quOt;Ilmpsct&qaO� Opaque
12t31t=
No
yes
yes
NOA
Composite Edge Fiberglass Sergle Door with Wised
open Sidefil answing/OutoMniii: XQ OX or OXO
17
q Thermis7ru Flber4lossio and Smooth -Sur
oploriguralons)
Nominal Bali 116quotirripoctillquot; Opaque
12/31,2022
No
Yale
Y"
NfA
=Use Fibeirgilass Double Door won or
okized
Melted! Open Sidelitso
(ltsWng/Out6wr,gl: XX or OXXO corri1gurstionel
May 27, 2022
PRODUCT APPROVAL SPECIFICATION SHEET (2022)
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please prWde the Initirmation and appmwi numbers on the building components listed below If
they will be utilized on the construction project for which you are applying 1br a
S u bca te go ry
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Exp. Date
FCate Wggryl
1. EXTERIOR DOORS
A. SWINGING
Therm aTru
Fiber -Classic and Sm oath -Star (NON -IMPACT)
FL20461.1
+67.0/-67.0 psf
12/31/2022
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2022,
Tberm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20470
+80.0/-80.0 psf
12/31/2022
B. SLIDING
MI Windows and Doors
Series 420
F Ll 5332.1 - FL1 5332.5
+40.0/-40.0 psf
12/31/2024
PGT
Series 5570
NOA 21-0205.03
+38.7/-38.7 psf
4/1412026
C. SEC11ONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0 p�f
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
F L8248.1 0
+30.0/-33.5 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1124 (16X7)_
F L8248.1 1
+34.4/-38.3 psf
12/31/2023
D. METAL LOUVERED DRS
Curries DMsion of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL1 1537.1
N/A (see Inst sht)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
F Ll 7499.2
+60,0/-60.0 psf
10/812023
PGT
Series 5500
FL239.2
I NIA
7/30t2025
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+55.0/-55.0 psf
2/1612024
C. FIXED
MI Windows and Doors
Series 185
F Ll 5349.1
+60.0/-60.0 psf
4/312023
PGT
Series 5520
FL243.5
NIA
4/30/2025
D. MULLION
MI Windows and Doors
Series 5764
FL15353.2
NIA
12/31/2024
PGT
Series 5500
FL261.1
NIA
5/2612026
E. OTHER
3. PANEL WALL
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
F Ll 3192.1 - FL1 3192.2
NIA
12/31/2023
A. SIDIN
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
F Ll 5272.1 - FL1 5272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum SoMt
FL16544 R5
+ 54.2/-54.2 psf
7/30/2023
C . OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
NIA
12/16/2022
B. UNDERLAYMENTS
Tamko (for Shingle Roo�
151b Felt Underlayment
FL12328
NIA
6/29(2023
Plyglass USA, Inc. (Ibr Tile Roof)
POLYSTICK TU MAX
FL5259
N/A
12/23/2023
C. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
9/9/2026
Florida Metal Products, Inc
Vent RV10
FL21580.3
NIA
12/31/2024
Lomanco, Inc
DA-4 Exahust Vent
F Ll 7202.1
+97.5/-97.5 psf
12/1012025
E. ROOFING 11LES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
N/A
12/3112025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
NIA
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DMC 150SS, DMC 175S, DMC
200S, DMC 5V
F Ll 7679.1
+0/-180
12/31/2025.
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Galyanized Steel Storm Panels
F Ll 5076.1 - FL15076.2
NIA
12/31/2022
All American Shutters & Glass
Galwnized Steel Storm Panels
F Ll 7869.1
N/A
12/31/2022
6. STRUCTURAL
COMPONENTS
A . WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong-Tle
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
NIA
12/31/2024,
MITek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
NIA
12/31/2022
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.5
N/A
3/31/2023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
NOA 20-0630.15
NIA
9/11/2023
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
F Ll 774
N/A
5/2512024
The products listed below did not demonstrate product approval at plan rellil I understand that at the time of inspection of these products, the following Initirmation must be
axeilable to the inspector on the jobsite; 1) copy of the product approxel, 2)
APPLICANT SIGNATURE DATE
Florida Department of Business& Professional Regulation peg. i of I
Building Codes and Standards
Product Approval Appillcartion D*tall
protestor
20 21111
Dolloo Pending
Im version
marturacturar
Contact Enalmear Is License Validated
Elpir
Validated &ubmhmd
PBC Approval
Approved
SIMI
Revision 2020
Thermo-Tru Corporation
St" Jaelperson Lyndon F. Sohmidt, PZ. Ryan J King, P.E.
07t231= 0 711 Z1=
0712012D20
1011312020
Aporwed
Category. Exteres, Do"
(800) 843-7528 PE-43409 (813) 75745655
Subcategory. Swinging Extow Door Assiorribles
sjospersonothermatru do,
Comiallarrups MeMod: 6ralusbom Report from a
on
Florida Registered Anchted or a Licensed Fiords
Profiessill ErgInseir
PLA204704U
Produm
2uldliAmilaM
A-01 u Approvadfortise
AM
gow
Sao a
Product Model. Number a, Name
Product Desert Davis
Outside Hv"Z
Resistant
pressure
I
a, Thismoria-Tru F,bor-Classic and Saroploth-Star
Nominal 660130; 8 Squat limpactISQuat Opaque
12J3112022
Yes
Yes
Y"
WA
Comperaia Ease Fiberglass Single Door
(Ing,lAngiOulawths; X ConfitgurintOM)
2
b, Thenma-Tru FibvClassio and Smooth-Stor
Nominal "#V.8 IsquatimpacrAquot, Opaque
1213112022
Yes
Yes
Y"
�VA
Composite Edge Fitionglass Single Door won
Selsitaft ilimporingliCutowng: XO, OX of OXO
3
c. Therma-Tru Filper-Clessic and Smooth-ftat
configurations)
NoNnal "O'S IlAuctimpaoAquot Opaque
12131=2
Yes
yes
yea
NIA
Composite Edge Fiberglass Double D" nith or
w1truout Solettles (IrdwirigiOutswing; XX or OXXO
conflouratiors)
4
d. Thilmna.Tru Rber-Ciesse, and Smooth -Star
Nominal S&M. 0 8quotimpact&Quett Opaque
12/311=
Yea
Yes
Yes
WA
Composite Edge Fiberglass Single Door
0 rus-AnWOutswina; X configuration)
5
Theirmai Filb-Clons. and Smoo"th,
_-D - I.lpatLqut Opaque
12/31Q0M
Yes
yes
Yes
NIA
Corn Ftwla_ 91%, with
OX-.Ir
sidelito(s) anownwo... , DKO
conflo urvilions)
Thomi FterZiessic and Srnooth-Stor
Nominal 8&M.0 &quOLJ-pAct&qu01; Opaque
IV31=22
Yes
Youe
Yed
WA
Com FpoF orslao Double Door with or
�b
weh=1L Nis owing Outswing; XX or 0)0(0
config lirmcm.)
9 Therms-Tru Rber-Classic and Smooth -Star
Nori 6111,1039.8 &qUWMPaCt&ql GIQZdd
12J31=
Yea
Y"
Yed
NtA
Composite Edge Fiberglass Single Door
(I rupohns'Outswing; X configuration)
h. Theformai Mber�Classro and Sorpooth-Stor
Nominal sarow. 8 SquotImpeortiliquot; Glazed
12J31 r2=
yes
yes
yes
WA
Co inponsto Edge Fiberglass Single Door with
Sidelito(s) onownSfOutowing; XO. OX or OXO
9
i Theorma-Tru Filow-Chroat; and Smoth-Stsur
.infiguralions)
Nominal "039:8 ftuctimpacrAloum Glued
I 2J31 r=
Yes
yes
Yes
IWA
C.ompoleftior Edge Flbeagllses C"bla OW Won or
without Sidellom (Ilhowncioutowng. XX or OXXO
configurations)
10
j Thernmi Fiber-Cleasole and Smooth -Star
Nominal 811,0150,0 AituotImpac4quot; Glazed
1 Z31 t2O22
Yoe
Yes
Yes
NIA
Composite Edge Filbergla as Single Door
(InsmngrOutswmq� X config.,"Orr)
I I
It Therms-Tru Flipar.Clossic and Smooth-Stor
Nominal B&XWo aquictimpactillquort Glazed
1 Wit f2022
yes
Yea
Yes;
NIA
Composite Edge Fiberglass Single Door with
Stdoliv(s) (IrmwinglOutipwing: XO, OX or OKO
12
1. Thorma-Tru Fiber-Classe and Smool
configurations)
Nominal 8SO "impacti1quot; Glazed
121311=
yes
y"
yes
WA
Carn Fiberglass Double Door with or
.=Eja
(linswing/Outming. XX or =0
configursoborts)
13
M Themna-Tru Folu-CImAiC and S111100th-StAff
NOMIM21 6641131tS &qU0tmPadt&quOt; Opaque
12J31 f=
Yes
Yes
Y"
WA
Composite Edge Fiberglass single Door with
Squo0on-ImisecrAquot, Sldolita(s)
tromingfOulaning; XQ, OX orOX0 conrGurartions)
14
n Therims-Tru Fbar-Clemic and Smoloth.Ster
Nominal 688M,11 IlIqlastimpactillquist, Opaque
1213lr2=
Yes
yes.
Yea
NfA
Compasn. Edge Floefg1a. Doubts Door with
UniotNon,impact8quot; Sidellbas (InswingfOuterning;
OXXO configuration)
15
o Therrise-Tru F, ber-Clome; and SmOo"tar
National 8&lli SquotImpsiotliquot. Openthes
12J3112022
yes
yes
Y05
WA
Composite E am Sf'gio Door with
94uor.Non-I ; Sidelit"(2)
orl-ngfOuts"hill: XC, OX or OXOcontigufatdrus)
is
IF Thermii Feer-Classe: and Smoorth-Slar
Nominal 89SM.0 aquo".PROULquot Opaq-
12131r=
yes
yea,
Yes
N/A
Composers Edge Fiberglass Double Door with
lsquerl�NorAmpsrolllqluol� Sidernses (InsMing/CruaWng;
OXXO oonfiguration)
17
q Th@nrn@-TruFibar-CIx.i;5ndSmdoth-Str
Nom trial 89030.8 equal. N-Impect9quot, Opaque
12f3lt=
Y..
Yals
NO
NfA
C.m= Edii. Fiberglass Single Door
OnswingirCual X configurdon)
is
I, Thernia-Tru Filow-Clessic and Smooth-Stor
Nominal UlIM Squothlon-Impaist5quat. Opaque
1 2t3l Q=
Yes
yes
No
WA
Composite EZ8 Fiberglass Single Door with
SmIft(s) (IreirwingrOure%mg; XO, OX or OXO
configurations)
10
a Thermi Fdoarr�Clamic end Smoth-Ster
Nominal U09,09oluokNon-Impooll5quot, Opaque
iwlr=
Yea
yes,
No
WA
Composite Edge Fiberglass Double Door with or
without Searifin (InowinsrOutowng, XX or OXXQ
configurarions)
20
t. Therrmi Fiber-Cla5sic and Smoloth-Slar
Nominal 8&039:0 &:wistNon-Impactilquist, Opaque
1213MD22
Yes
yes
No
WA
Compostle Edge Fiberglass Single Door
littswiti X nheu
21
u Therms-Tru Pbor-Classic and Smooth-Ster
Nominal = ?"Non-r�mpoo)tsiquol Opaque
12/31
yes
Y"
No
WA
Go
aiE 0 Is S'%'* I with
Z�uZni; =OXO
SiZpo
22
Th.-J. Fibr.Clamicand S-H.Sts,
conflourations)
Nomimal SU39:0 SquaLklon- lr4.d&quf; Opaque
12/31r=
Yea
yes
No
N/A
Composite edge Fiberglass Double Door win or
without Sidefites onemnaloubvmno. )D(or OXXO
23
Tharrill I'llier-Classli; and Smooth -Star
configurations)
Nominal Bail UutitNon-Impadlquot Glued
12t31/=
Yale.
Yes
No
MIA
Composite Edge Fiberglass Single Door
V "Vv�nwoutswhg, Xcernifiguration)
24
Thernoi Filse,-Clamic and Stinooth-Stor
Nominal SSN39.6 illovotNor-Irripactli Glued
1211121=
Y"
Yes
No
NIA
Composito Edge Fiberglass Single Door with
Sldallto(s) onsAngiOutwAng� XO. OX a OXO
oolotsurstriusirs)
25
ThOnnil.-Tru Fiber-Closti *no SM00th-StOr
Nominal 6&039;8 i1quot;Non-InisaidLquot; Glazed
12131/=
yes
yers
No
MIA
composite Edge F'olargilms Double Door win or
without Sidellipare (Inswing/Oulawing; U a OXXO
configuretons)
26
2- Therma-Tru Flaor-Classic and SmOOM-Shar
Nominal Bill IquotNw mrsisitelliquot; Glazed
1213112=
yes,
Y"
No
MIA
Composite Edge Fiberglass Single Door
0 nswrsroutoswing� X bonliguration)
27
Zw Themoo-Tru Fbar-Clsesic and Sminoth-Star
Nominal 88,01119:0 &quOtNon Instateftuor, Glued
121311=
y"
Yes
No
NIA
Composite Edge Rbargheas Single Door with
Solari OrtamriglOutowng, XO. OX or OXO
configurations)
28
zb Theirmi Filow-Clasim and Sirrooth-Sisur
Nominal B&M.0 8quotNon-Iniparolliquot; Glazed
12131/2D22
Yes
yes
No
N/A
Composite E I Double Door Wth or
withoutSid bas 0n=gVOuoi Xxor OXXO
confoguratens)
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pop I OrI
1151=1
PAI me
nots, einallroat
am
ham"
L§Lhmmlk
AUMM
&An
Rai zo2o
MI Wrido-rd Deals
Brent earkm Lure Roberto Lomas
81-n lit Won. PE
1wam2a tW(V202D
1411111
12h&W20
AW.*d
Carogdory. Exterior Doory
I ri?) 385-3- PE-02314
(717)317-8454
"Carisgirri Sloong EXWOr Door Aeserrobles,
tnimoopr4m�d-c-
C"IoNa Mfto(t EYalualron Report *OM R
Floods Registered Archteet ot� 0 Licensed Flonds
Prof .. extel Erisiln-
clualityAlaftir"d
Ackroyadfor U26
bm
Domain
1101
Product Model, number Or &me
PTQdMt OftffiDBO
C
In HWZ Oulatolor
Mvn
R*BWI"
F"nurl
1
SERIES 420 ALUMINUM SGO
SERIES 420 ALUMINUM SGO OXQ
1201/2024
No
Yes
No
WA
145. 3j"qud;xoq&qUot: N014-REINFORCED
2
SERIES 420ALUMINUM SGQ
SERIES 420ALUMINUMS00 OX XO.)V
1213112024
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yes
No
WA
saLclud;r8cacud, NoN.Rou "FoRCED
3
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SERIES 42CALUMINUMSGD REINFORCED oxo
12131/2024
No
yes
NO
WA
146-31"Qualixodfloucit;
4
SERIES 420ALUMINUM SGO REINFORCED
SERIES 420ALUMINUMSOD REINFORCED QX.
1213112024
No
Yes
No
MIA
X0. XX N&Ituot.19"Quot:
5
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No
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Me
NIA
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(941) 486,0100 (786) 315-2m
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Hor4oral Older
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Product Model. Number or Name
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Yes
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NJA
CD
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I
& Therme-Tru Fiber-Clospask, and Srimpoodi-Star
Nominal Si SqugHNon-Impa"Quot Opaque 12milm
compoperis Use Fiberglass Single Door
E
2
(In X configuration)
2
b. ThAirmse-Tru Rber-Cl�ic and Smooth-Staf
M,=ng:
Nr 118chicKNon-Irrimactilliquot; Opaque I 2/3112=
No
yes
No
WA
Cn (D
Fiberglass Single Dow widd
CSIZZ1708'ZongfOulloaming; XD, OX or OXO
!E ucu) 102
cv, 0-
3
a Tmarms-Tru Flow.Clossle and Srwath-Ster
Nominal B&qM:S &qLlcitNon-in"oMquot Opoltitift 1213112022
No
Yes
No
NIA
U)
I'lloorgless Complaints Edge Doubt* 000f Win Of
Wdhout Swelit" (Insimniploutioning: xx or C=
opleffigurations)
4 d ThermimaTru Fiber-Clossic and Snalked �Stsr Nominal 7&M.0 8atiol; Non-Irrippeoplactuct Opaque 1213112022 No Yes No NIA
Composite Edge Fiberglass Single Door
(InswrogioutsWing; X comrsuratim?
5
a Thorme-Trif FlIter-Classla And Smootti,Suor
Nominal 7&"P.O $kpt4tNOn-I"oacd8qucI; OPOqU9 12131/2022
No
Yes
No
N/A
Composite Edge Fiberokm Single Door vvth
SkWW*) Ori*vAnWOutivoing; XO, OX or OXO
winfigunalborns)
Florida Department of Business & Professional Regulation
par I of I
Florida Doopartroperit of Sualnese & Professional Regulation
Pope, I at
12
a
f Therme-Tru Rimar-Clastele wit Smooth�Slusr
Nominal 58u#W;0 &quol;NonIm;dAatIi Opaque 1213lr2=
No
yes
No
NIA
Flodda Dopeorarromnit of Business 9 Professional Regulation
Par I orl
Building Codes and Standards
10=1
Building Codes and Standards
Composite, Edge FlbvglouSlnglo Door
Building Codes and Standards
7
g. Thernia-Tru Flbw.CImic end Smierth-Slimor
(Inamminal'Outerving; X ContioUnaborl)
National UM;O SquatNor,lmismolkiept opaque 12411=
No
Yale
No
N/A
Product Approval Application DOW
Product Approval Application Detail
Product Approval Application Detail
Compicaft Edge Fibeighmsep Single Dc*ryft
Sidelne(a) Qns,,,Ari%otJA9Wng; XO, OX or OXO
8
h Thermoo-Tru Film -Classic and Smocith-Star
=;�O Squod;'No�l mimpooSquot; Opaque 1201=
yes
No
NIA
Role,
RAS a" 2ALIM&M no
Composft Edge Rb&Vfom Doubts Dow With of
ads a" net. Peones-
lipaptapplibial FACAspartommil
A,-
Version
fitalliftit, POIC Antroppial jumstommid 11111131111
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ANN&*=
Mi Word -el Ow.
Brairill meripper Lul. R Lamn. PC Steven M. Latch, PC
10,98M2111 10JON020 10/1012020
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Affainiption 2020 PGT Indualfte,
Jan. R.-LIN M.m&o.Om acco - CAR Mina-Dode 8=0 - VAL
1 I/014=20 11105=20 iltli/2020 AWO,*d
9
L Therma-Tru Fiber-Ch"c and Smocillaar
Nominal W39:8 AuquortNon-Impoictlieluot: Glazed iml=
NO
Votes
NO
NIA
Aftnldft ZD20
PGT Industries
Jan. Apm....61 Mhomd-Oade, 13CCO - CER MM�Ode VIC= - VAL
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Congtorin Wnd-
(71r) 365-3300 PE-62514 (717)317�"54
Capoeisr. trundiaim,
(941),48MI00 (746) 315-2520
C Sino le Door
Category-, Vlqnd-
(944) 488-0100 (7,110315 -2590
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10
1 The-Tru FilserZIOnIc JIM Smooth-ROI
Nominal OUU�8 "Wort-Implact5cluM Glappool 1213112022
No
Yess
No
NIA
ComiaHoineas E40kad: CWMMIW Mark M using
Flodde Rgootirred fivehilact ora U--d I'loddis
Composite, Edge Filesegifess Single Door vM
PIorno-al Engine.
two RAUAROM
sidel"d(al (Inaning/Cluliviving: X0, Ox or OXCI
29OL&UMMO
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11
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cenhouramons)
Nominal 88,1039;8fiquotNoil-Impectaquok Ousted 1201 I=
NO,
Yes
No
NIA
gwd&Auwwu
coctramid Edd-- Call
A--dfarlivea Ausenovadforthas
1, HVHZ 0,12111, Hya
Inneed
anippaid
Dimm
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kuw
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Product Diversion Contrad 11hailrations Do,
Millions 05126=s
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yes Yes Y" WA
Compactions, Edam Ftbwgl� Double Door vft or
5
Vins! Fb,.d Windo.
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Y_
N/A
amokAwmim
corfuts.
290ittdm
01-fols"
EMN=
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Aluminum
vithoul Sideldipas (IruvivinglOulsoving: XX Of OXXO
I
am&
2
mud a," Fine
Pnedual, SVAANOJhk
vadcal Al.inin- Multi. 120MG24
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Yn
WA
12 L Therms-Tru Filger-Clanic and Smooth -Stair 0 & q u ot N o ri- I m loop c Scluct; Glared 12/3112022 No yet NO NIA
composse, edge Filoosphow Single Door
orsomming(Ovixaming; X configuration)
is
m Ttionmaj. PA-Cloosei. and Smooth-Sts,
Nominal 7&*W;O &q.c1,,NO.4.;mmcWaq.* Gland 12)3lrA=
No
Yea
No
N/A
_ pmvvthap� XO, OX or OXO
CRO5do�*l� SlIngle, Door With
14
ft Thatmm�Tru Fibor-Chmic and Srmoath-Eftr
Nomiewl U"G:o &quativoNImpappolliquat Glarmsed 12M1=22
P40
yes
No
NIA
Composme Edam FIWSI@n Single Door
15
o Themnis -Tru Flbw�Cmissic and Smooth-Sw
=4=-o�ImppIAdSqucK Computed 12131/2022
NO
Y"
W
NIA
Composite Edge Fibwgiam Single Door vials
Floride Department of Business Professional Requ lotion
ftozon
FloHda Doopportment of Business Professional Regulation
Sidefitio(s) (ImanInWOutworing; )(0, OX or OXO
Florida Department of Business & Professional Regulation
Building Codes and Standards
Miami
Building Codes and Standards
18
p� Thanmiips�Tru Fibw.CWmic mind Smocith-Slar
wringurstlons)
Nomhal 5&01o@�O &qVOt;NO�ImpMct1cpuot Gland Imir=
No
Yed,
NO
N/A
Building Codes and Sta rodards
Composite, Edge Fiberglass Double Door Wth or
Product Approval Application Detail
Product Approval Application Detall
W
Without Sedeldes (InwAnclOubming; XX or O)D(O
Product Approval Applic atlaft Detail
configurations)
17 q. Theffroo-Tru Filow-Clousair and Brialkith-Slaur Norminal "039:8 &QuQtNOmIMprAct&qUc� Opomilue 12131 t= No Y" No N/A
Composite Edge Rbodglass Singla, Door �Affm
Transom=mple/Cutsviing: OIX confoluration)
an au CAM Poinclim
292
am 2ALMB= go
Is
r Thomme-Tru Fiber-Clameit; ound Sprooth-Spear
Nominal ;8 aquatNorOmpacilliquot Opaque 12131r,=
No
Yes,
No
NA
fdft
I1m1y a
2al
vdww Saps" FOICArs,"Al
mm version Mntdw,,u
&&mum POIC Awroval Apporoved am
Composifte Edge Fiberglass Single Doo, Als
(framinSACulloWng; O)XO,
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Contact LamouLLUMM
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Reveler, 2020
AmIde
Wlak Thmnes, Lyndon F. Schmidt, P. P Ryan J. Kong. RE
07PSM21 (12flSM21 OZ=021
04AY2071
Aconnall
Rovisgon 2920 GAF
Miabo.19110 Rosen Naftmen John W. Memenich. PC
D9013020 D9,71/2020 100212020 12/1&-N20 Approved
CJOX rifourstortall
RWW. 2020
Janos Handle Building Products. Inc,
Chad D"s V. And" Tom John So4thoad, P.S.
("Jumm i2fI412020 01/00AN121
dog FRC Amser,
catoopr. Pon at viral
(330)927.2389 PC,43409
Catimpopirr. Raising
(40 0) 706-34111 lifi-511144 (164) 772-0224
19
9, Thermoo-Tru Flloer�Clawnc and Smooth -Star
Nominal 88,1113919quothlon-Impoadilliquot Opaque 12131/2022
NO
Y"
NO
NJA
CMAM: Panel Wells
(Sao) 549-8350 PE-01682 (352)367-2528
chaddlaick.&wnhorill
Ilulobcalmotoy. soffits
rithernparonitialsicIr cons
subcotogarr, AWhot INA1101111
Composite F4s Fiberglass Single Door with
"Calsory: Skinpi
Connish,omes Ndhod: Fvgluotlw Repon from
C � Method: "isation Radial poin a
Ski.ii*.) Qn-m ONO
Ciampallance, lktho* EYSIUsbon Repo tom a
Flood. 111hipplorledAleliftect or. U-sad F1.04.
or* UobnwdFlodda
Continuous Hmd!Zlft.-"."9.Xlou;.Ox01)
Floods Roposlearead Arch0act a a Umead Florld.
Professional engineer
Prolawmal Eriplorinr
20
t Tharmo.Tru Fiter-cfasslic end Straloth-Boar
Nominal B&II139i Opaque 1 2J3112022
No
Yes
Kle
NIA
Proft.1inal tntilrieser
Compoeft EdIgA FilopirpilAgs, Single Door Win
OXOI)
Scipplies(s) Onawn"'O CxO
Qualle, Asaur-
A,,,-d par U, A-sistforu
kl2ig
2WM
CWRV As�
Amounted fee Use Awraved far Use RLIM
Continuous Hpisied.1=11=.
Qualim Apippopurim
Amoved for Use Asoprontod nor uses
lmm
gamm
QuIshlb
no~
ferforsum
Product cand.11- Comd Extainallom
Dal, 1, HY142 oulmods HVHZ lansuat.
21
U. Therms.Tru FlIpser-Chossalc and Smoath.Star
Nominal B&M,11i aeptiolthion-Inisropi8quot; Glazed 1213112=
No
Yes
NO
IWA
11111.11
Product NoM, Hurodiar or
Product association contract mmvldm
In HVKZ oubwmm
assistant
ftilmas
ft-0
IM him
" o"*
in HVNZ
Pan I ZM4=2
No Yea NfA N/A
Composda Edge Fiberglass Single DOck with
I
Coined it Lotp siding
ibom�csmomt I,F sking 12400221
Yn Y"
WA
WA
1
4 64,10:2raclolot &Oflk
V": a Sit d Merrill &M IWIP2023
M Yet
No
NIA
h1putidg-aph.ftshinglea
ScwibKg) OnsiMill"O'b"A OxO
9,40u=x1f,
2
H",;Zk Lp Sdl�pp
lap elders 1200423
Yn Y.
NIA
WA
2
M &Ajuit;Ailance T4LQUOC 80flit
Van er ad: a Volvo ads 121312023
No Yn
No
NIA
91j
Continuous Hand . .1,
No
Term
No
WA
3
11. iquaLGroodilliver 'Antiago Bpoadod&*30: Soft
Von: or Wld Valid Soille IV31=3
NO Yoe
No
N/A
22
v. Thernim-Tru Film -Classic and Smooth43tat
Nominal O8dM�06quc0t;Ncn-lrnmso1": Gland 12/3112022
4
it ION1051kaict; Isaflft
V. or Sol virm Gore 2/3 1=3
No Yo.
No
N/A
Composite Edge Filge;gHose Single Door with
5
. Aquot"Chatim, ontguor. Send
Vail or� plead vinyl ads 12/31rdO23
No Yn
als
NJA
scwtKs) orlawngfoulonving: XO' OX or OXO
6
1. &que�guo. Sper,&quet; 84RH
Vent or Solid Viry! 12131,2023
No Yes
No
WA
Go
23
vir TherrivieTru Fiber-Clamalc and Snmool!�Spumr
Continuous Hoped and Sid wnfigurstlone)
Nominal 611030,1) illopuctNon-Imposesducluot Opaque 1261/=
No
Y*s
No
WA
Composite Edge Fiberglass Door Pawls With Vented
:a.
SidelWo) (InnoinglOutowns. M y= or XKXK
CD
configurations)
24 x Therms-Tru Fiber-Claselic and Smooth -Star Nominal 011,111319A 81cluot'.Non-ImpouslitIquOt, Opaque 1213112022 No Yale 1`10 NIA
C=
CL II- C=3
Compendia Edge Fiberglass Door PanoloyAM Vented
cv!)
Sidellea(s) Wor XW
C14
Cc
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26
y Therma.-I'm PlearZInslo And SM00th-Stlir
GIMW 1213112=
Composite, Sop Pliopprillson Door Pa mats Wall Varroad
No
Y"
No
NIA
PWIrl
Florlds Dope rtment of Business & Professional Regulation
Poe.1al
Florida Departmilrd of Business & Professional Regulabon
Pop I orl
Cc j=
(A -= "
Sodefille(s) QnsWnWOuWwrV; XX W of XW
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Building Codes and Standards
IAMI
Bulldlng Codes and Standards
Immi
go
Building Codes and Standards
lown2i
25
z Therms-Tra Film-Clessic and Smooth -Star
N,.N,,u,(,a :Ogquci�Non.Imoadgquot Glazed 12131/=
No
Yesia
No
N/A
Product Approval Application Detail
cats
CompoWoEoge Fdoergiess Door Penslaimith Venmma
Product Approval Application Dolit011
Product Approval Application Doeboll
C:L CU
Sdo]Wi) onawngtou*Av� XX, XXX or XXXX
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27 za. Theirrist-Ttu lcdier�Clesnaieand Snood -Star Nominal 6&M:8BqucotNofl-InnpAcIAquOL GIUW 12/31= No Yale No NIA
Composite Edge Foeraleops Single Dow kh 31MOB0
Impose a
2111 am no, Pmdm
292
still
&ON or
2n an Date hfldm
Scillippe(s) InnanglOutipMrog; XO, OX or OXO
former Or
at Wall Was Istand.
xwwlm eammm IJCARB"
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25
Art. Therrria-Tru Fiber-Clossic; and Smoloth-SlAr
configurations)
Nominal B&MA &quctNon-inuoMquot 818M IV31112=
No
Yes.
No
NIA
M= Version
11sadjoilim
Compact Insli-or A unrest ygtdwlm
ydg" jappailitai r1lC A-,,W
A,=,d
xkmm
Revision 20"
I.M. Tharroson. Inc. des Thompooll Archiectural
Tony Christman Zsc" R. Print Steven Mi Lkich. PC
OW17=211 MI&2020 09=020
12II&X20
AWMAKI
2020 FlaMdo MAN Prixopids 104.
Clark james JAM" L. 81101iff P.E.6 Steven M. Vfth, PE
OIJ27f2o2o DVMC20 100MO20 12/IWX20 AWovAd
LJ ilp
:a -
Compoeft Edge FIberglen Double Door With
R.1,411W 2020
TAJAK0 lioulding PtoOjqts LLC
Kwrl E44P Robertaflaminon JohnW.Kneavlopon'PE
1000412020 06129,7020 10A212020
12M54020
Approved
MOMS CWYOMY (TAMCO)
(613) 2411-34541 PILT4021 f?17)317-9454
CAODW. Heading
(904) 7834400 C RUCK ragm,"ring (717) 3174454
Cap,
:a. C=
36di Sidelbs (InsininglOurboding, O)Q(O
Canguoyn. R-Ing
(417) 624-6844 PE-59188 (954) 7?Z-=4
category. Flooding
IllubColvitcror. selling A.-sor. that an
saiso- com, PG-31242
29
At, Therme-Tru Filow-Clasec and Smooth -Star
corifigunition)
Nominal $84111311 AquotNon-Impactilliquot Glazed 121`311=1
No
yes
No
WA
SubCatemiy: Unowirlorairts
ComVilmneof opedhod Evaluation ROW torn a
"Catogeryr. Rooling Accompacrin that at an
Integral Pan AMA Flocinsaysphim
owed forint Medical; Evolvotim R pad from a
E
Compoolle Edge Fiberg lase Single Door vkh 36M. 0
Flo" Registered Architect or a Uvensod Florida
intogrol Part aMe actions system
OcieWhance, Omho* Evaluation Report torn a
Fladn Reglfftaftd Arthdoel or a LIZoad Podds
Sidellho(a) onsiminglOutievving; XO, OX Or OXO
'e"priplau"I.04,
Prof .. iiiiial Engine.
Foods RainloorsdArchmed ws U-nnid Plorlds
Professional longf.-
30
zd. Therme-Trup Fiber-aimmic and Smooth-Stor
Norrional 03quotlilon-Impaclitiquot; Gland 12131=
Yale
No
NIA
P691&vkaaolm
, , :1
:
1, 1
Prolesslonel Engineer
Corr,posidit 96gir Fillmargilasom Double Door with
q, " ,,
. � I , ,
I .
Lktagaum"
i I
QLAIMAIsponowe
Apparavoil for Use Apopfrowil for UN mm
3803111;0 Sidelites (InrMnSfOutriving; OXXO
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ze Thosma.TniFflier-Clessic and Smooth-Sbar
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Nominal 7&489,0 SiquotlJori-ImpaciSqUO� Shakos 12310022
No
Yes.
No
N/A
AZLI
Product Denecdcaun, fisdaidladoalligic.211s,
OwArIM3
InH" outside
Y" NO
R-1.1sed
NrA
EMNIMM
WA
AM
aeoppitty Assurance
fammLEnkammam
Amovtd for use
LLM= 2aloilpaial=
um
Apposplists
2mm
latessu.
As" BaIMLM26LMUMbK.2LHM
3 3- FLAIJ100 &qw:RV 10 Ridge Viont8quill:
Aluminum Ridge VOMS for alithed rools slintated 12/31=4
appipjapai
No Yn No WA
Swi-Corropoodiffe Edge Glued FiberglanSm9l.
I
TAMKO Roof Undoidaymords(Hi1W)
Rool.ldlgoymenN for Us. I, F SIC HVHR
I
101= with Base for Tie
20 OAL sepatic roarvedlabor with beffle, 000094ow
Y" Yale
NA
WA
0,M Al... -
Door vArth or Without 1:2 Sidellu(s)
(InevangfouterWing. X OX XCI or OXO configuragons)
2
TAMKO Rod Underlarmails INON44VHZ)
Rodundensymento for us* 0) F9C nor,*Wla oem/2023
No Y.
NIA
WA
2
TAMco 00MA4�* Vera
2800, osiomm
No Yes
WA
-00LI12.5
itifilkictions,
3 TAMCO 0"Idge Rod Visit spin Salk 20 go. sWc roolvedeshor WHO Integrated billions 0900912026 ym Y" NA NA
4
TAMCC, Round Tell Off-RIdge Vonl Wnh Battle fw The
26 a&. owe risavvionotor with floods 091MINS
ym Yes
NAA
NiA
Florida Departimpord of Buslimpapple, & Professional Regulation
lappifs
Florida Department of Business & Professional Regulation
Pope I of 1
Florida Department of Business & Professional Regulation
page I of I
117021
Building Codes and Standards
10022
Florida Department of Business and Professional Regulation
Building Cod" and Standards
Building Codes and Standards
Building Codes and Standards
3115/2022
lalroduct Approval Application DOW
Product ApproVal Appliudion Deftil
Product Approval Application Debit
Product Approval Application Detail
Intity
XagwilLa
J.11ey Jenicia L. Buckner, PA, Steven M, UrIch, PC
an 20 Dam rometropt
109= MWM= LVAAWW"
I M23=0 1112301M IIFM020
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moral Roofing
ccomi drallassor 9 Utimmen Valletalml 1,
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1 IjWW2O 1110=20
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ii/W2020
Awn
Approved
Code
INN Version Manufacturer
Revision 20M Global Protection Products, I.L.C.
Ereft or
21,11111111 Swindell &Ucanset Valkkdad By
Tim Roblelson Wants? A 719 it Jr., P.E John W. Knothovich, PE
PS-4,1107 772-M4
DAN Died* Dow ftadim
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00108121=1 09108i= 10101f2020 12115=20 Approved
FU*259-R31
Revision 2020
L"O.
Cat.pidry,. Romping
Km-
(501) 0113-6163 PE�3i:NI2 (7i7)317,84SAI
C*tgW Raising
(SDI) 3813160111 SpIrAmI.I.C. (20b)854.0160
Call"arV Shutters
SvbCxIpm;i Steam Panels
(VA) NO-7545 (954)
bmsoloinsiontligloppent-com
29111
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20
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in
Compliance aphinnisat Evaluation Report from a
M(g& Version
Manufacturer Conte
Engineer Wlidated LBY
Integral Parpodthe RwflnQSystm
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F bride Registered Arthipact or a Licensed Florida
Revision 20M POLYGLASS USA liplauryAllpert License John W
1012SQ020 10/22/2020 FOC
12/1512020
Comallamas Method: Evaluation Repod Vorn.
Professional Engineer
Category: Roofing SV-54Z131330Srna1per1p@poIygIHmAa corn Robert Nierprinion Knezevich, PE
Appa"
Florida RogiskenclArchidect W a Licemeed Florida
Professional
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PE-591 es (954) 772-6224
W011/2020
Wnw
Assippropradforil" AMEOwdiaru"
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RIM
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is
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CislipapplaWAN154024'
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In MYRZ
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6000 Product Model, Number QLh "M
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Compliance Method:
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R.Welleat
BMN&
Thatch &IMP; Mn
1 20 Gave Galvanized Steel Storm Par*kMVHZ
Corrugated Galvanized Steal Storm PairmoN. regured 12131 r=
Ypep. yes Yes NIA
Evaluation Report from
ABU
I
EMAKLug9miLmaKmium
Dopck-Alr� DA-4 or 7fil-Buipt Decli-Air DA-4
enn.
I- Ionia., Polsoromylm. Ploslic. Rc.IV-1 12110 W.
ILSM
NO Yes
No
-97 5�07.5
17
saxialy No - so" shalls Annie: Son 941%
Flattlorallio-Stooldon CA 12131 M020
Fled Profile Risk., CA i213IM20
No Yet
No vs.
N/A
NIA
NIA
WA
2 24 Gage Galvanized Stood Storm Pan@"HVFIZ
or not by tracks 10 provide hurricane of on.
Corrugated Galvanized Steel $term Panels retained 12/31 r=
No yon, yes, NIA
a Florida Registered
Momhonlosly Attach ad to poysiold DoCkL
16
$"my OW - Blida, Shia. Amp; Sod Sh.k.
-
12131=20
No vs.
NIA
N/A
or not toy tracks to hurriceram
Arch rtect or a Licensed
is
20
Sourarty 700 - Make. 810. Umo: SON 11I
snonQ0 sh.h., 8101. &..P: son snake
Fiat Profil. - CA
Flat P"offle - Nokc� CA IZi3 rmz
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NIA
N/A
provide Protection
(D
Florida Professional
27
To,. 1111-kin.
i
High "it - Katy, 7X 1 W3 02020
No Yea
NfA
NJA
Engineer
L- Preff. - Katy. rX l 2131 =20
No Yn
NIA
N/A
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Fil.11111,211111-R311
Products
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QuallerAftonatalle AAMMalftEUM aRilaiNiglitfill
outside
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I
Polyglaisis Roof Unde"ents
Reading uriderlagiments 10121/= No
Yes
yos
No
NIA
NIA
4WAI-Mi
N/A
>
1
Polygirmis Rocif underlayments (HVHZ)
Polyipiplass, roof underlaynnents lot use in FSC tM3=
HVHIZ justakildlons.
0
2
Polyplass Roof Underipsyments (nW-HVHZ)
POlYglisam, rotor Underlwments, for use In 12123=23 No
Yes
NIA
-NIAI-en.5
Florida Department of Business Proliesslonsil Regulation
Npololi
FloHda Department of Business & Professional Regulation
Pop I or I
FSC non-HVHZ jurisdidom
for In FaC 1=3=23 yeis
No
NIA
IWA
Flo rlda Department of B usiness Professional Regulatio n
Page I or 1
Building Codes and Standards
Building Codes and Standards
1
Polyglasoi, Roof Underipsyments; (HVHZ)
Potiglass rod underlayrients use
HIVHZ jurl9didons.
Building Codes and Standards
>
2
Polyglass Roof Undpliftymsente, (non-HVHZ)
nderlInjMents. for use In 12,23rim No
yes
NIA
-WAI-M.6
Product Approval Applipapation Deptaill
Product Approval Application Detail
Product Approval Application Wait
I
Polyglass Roof Undertayments WHZI,
Pollyalass to& underhaymarpti for use In FBC12f2Y2023 Yes
No
WA
WA
2
Polyglass Roof Undifirlaymneirts (nan-HVHZo
HIVHZ juruedicticoss.
Polyglairs roof undelaym at*$, for use In I2F2Y= No
yes
NIA
4WN-=Z
Entity Air
ortialrim a 1jeettiat valt0sted By
20 20 Dome Imendino
Validated submitted FWAtiomiompi
20
Accirovel
stoup
NKNMMM
varema, appappoloppoplappa
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am am lapoissm 20
Bubmw LIQAMMM hmom a"
FBC rlariHVHIZ jusisdiatloproo -
TVP* version
Manufacturer
Contact
AW-
lol.oul Lead. ICC F,,.I.011on Sarvi.. LUC WON. M R.1.1, PC
ImirA20 1012212021) 11/06020
114UX21)
Approved
Revision 2020 Commercial Congress Produci
Recent 0111. somwel A, Oroantiorp; John Hoy
1211wn2o 12116020 12121141020 ding FBC Appr,
I
PoWass Roof Underlayments (HVHZ)
Poinglass roof underpayments for use In FBCI2f23=Z Yes
No
NIA
NIA
Revision 2020
All Anterficart Shutters and Ohns,
Mk@Serbm Frank L. Bennardo RE Troy Bellhop, P.E.
10IM020 101151= IJAW2020
12M 5=0
Approved
Rwas. 202D
Cxisgory:Sru ralComporints
(407) 641-1917
"siopow. Structural Carnponorits
(At S) 0%370? PE-54245 (352)5011-5311
HdJH1Z
Category'. Shurtions
(581) 712-OM PE-0048549 (954) 947.02180
BbC~rv; at-
Anispitholinnatt.-
Produkov Introduced as a Result of
2
Pointless Roof Undarlaymporls (nor-HVKZ)
rideraymemitt, far use In 11213=3 No
PZI*.="juri.didiom.
NA's
NIA
-WAI-622,r
subc~rr Sporm Panels
mIlreboallamseloanshutte,
ro.com
Comp,11- orvionnt Evaluation R".d tomi .
NnrTihwlqN
no
Compliance Method: Evaluation ReW from a
Florida Rog latered Axtimpact or a Licansied Florida
Prodat evaluation Entity
Cocipplishom Method: Evalujoijoin Report frodn 0
Flodd. Roppletemol Atch1tact we Uvensed Florld.
0
Professional Engineer
powFinel-I Enrinver
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nmulm�ft
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I
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Metal Connector Pleple, 12/3112024
Yea Y.
NA
N/A
WA
largodum Model. MLahm or Nam
Isiandoid Closominthin comad ewraim
ON* In HVHZ Oullsich, HVIJZ atastad
1
249a G*WntM Steel Storm Pipmed.
249a Galvanized Steel Storm Panel. 12f3i)2022
Y.. yet
visa
NIA
2
1
ITW BCOAWne Holds, Plate
TrUjam
metal Connector pit" 121310024
Metal Connator Plate 1203112024
Y" Yors
Yes Yes
NIA
N/A
NJA
I Quality Prociest or Commercial Core;W6 Products
Placket and Preirmassed concrete Untell, OU25M24
No Yea WA WA
7:03iAllif"'
7W CO/Alill. Wave
Metal C""tor Plate 12131121124
Y. Y"
NIA
N/A
M
<
Ones,
Professional Regulation
P." 10`2
Florida Department of Business Professional Regulation
Par I oil
Flodds D"rtment of Business & Professional Regulation
P#n 1 *12
9021112021
i___
Fiords Dopplartmard of Business &
Build rig Codas and Standards
004=1
Building Codes end Starridards
Build ng Codes and Standards
Product Approval Application Dealt
Product Approval Application Detail
L_
Product Approval Applicadw Detail
Meant,
ads
211111
cam, Pandible
Qo
am jag nalm Pandphoas
20
raft
May a
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goals
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Approved
Verstion
Revision 2020
lisonifMIUM
W"Villnunir
vmiiaaw DO
fool, Boldmin IOC E,,Iyolion San*., LLC lan Lionrim, RE
vAudad 8LI)MUtkd FBC Anatomist
9202/2021 lgn=29
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02/03M21 Appro*d
I=
Alhemtion 2020 AnimaAlurrolumAnc,
joso elva Wit R. two* Monom M, Urish. PC
IlAaM20 11/16M20
1112012WA APP-d
< (D
Revision 2020
MITsk Inc.
Erin WO100 cQ fivalustert Bar**, LLC CC livious4oll Ban".
ILUC.
OSM10021
08110=21
comeggiew. strwirial Components
(25t) VA-6473 1000) 839-3288
category: Panel wolts
(4071500,2008 PE-62514 (71171317-1104
Z
Callopopay: Strudurail Carramorto
1952)OW6835
GulaCathearon. Empannned Lumber
ilubCalanaq: Stifirt.
4 ph.olurrinuminsolityaho
SuldCalosquar. Thuss Plain
�Iowarml corn (205) on-SWO
Compliance NOwd; evioultion Ramat from
Compelloser MeMod; Eval.adert Report "ma
0.�
Camplipphitto Method: Evolphatial Report from a
Product Evaluation rn*
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Product Evaluated. E.*
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NNW
2=
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plumphoved file Ujift
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stapilm
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In 111011
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Yn
RedWO
N0A
Prommium
WA
2
of Nam
Parollarm P81.
Lsr*aw V.-Ar Lumber 03131=3
Parallel Lumb. 0313112023
No ye,
No Yea
NfA
NIA
NIA
N/A
Awl
I
&260LMggdjkc&LQLNM
Api Ahumiromn Sold Somp: Vented Alumniurri 34111off
Alpha Aluminum solid daille; Vented Aluminum
I,NVMZ gAgal=
No yet
Alatialippia
a.
Frosamis
WA
2 1111115191419 it OIL super high strength truss connector Plate Yn Yes NIA NIA
3 TimberStrind LSL Laminated Stro6d Lumber 03131/=23 No TO. NIA MIA
CMU &.mm; Wood SdW CMU Unid; Wood
3
Allio
it at lives coviodor plate 12/3i=2
Y"
Yes
NIA
WA
4
Tj Fern Board
som coital Composite Lumber or Oriented Strand O3Al=3
No Yea
NfA
WA
SHEET
NO.
4
MT18143
I$ as high Itsmagill trum conreactor plot- 12f3l=2
IV31=2
Y.
Yam
Yn
Ye.
NIA
N/A
N/A
NIA
BOOM
board FUM Heard
00snatil Strand Board Rim Board 03131=23
No ya.
NIA
WA
MT20HS
20 at high str"o% tM66 mntctw plate
5
Wry"aussif Rlm
TLIA. M718
I a am. truse, corind. plot. 12131 =2
Yea
Yea
NIA
NJA
May 27, 2022
PA 1.1
Tug. MT20 20 as. nom, connector Plato IV31=2 Y" Yes NIA NJA
Nlffl� Simpson Strong -Tie 2020 FBC Approved Products Uplisted IN3012020
MWForck" links to All SISTIMPPrOVAS110100 below, CLICK b4filitil.
For and MAF44)*d*CMM!LN:dg%:O:v(LA�o:=Pt=mce,(NOA),CUCK HF-011
Simpson Strong -Tie 2020 FBC Approved Products updotad 1 ZIMM20
Fardire-0 Inks to alrWTappirciveft Rd" Mum, CLICK HERE
Product Approvidi9yisipm and Wismi-Vadil County Noft or Acosptsacs(NOA),�Q�
IFL035I
AUA
Model. Num bear or Narna
Product Damicirlardan
FLI11111044161i
AW
ECOWct Model, Numbarer Nam
Pirad uct OnsicAcklan
I
Titan Stainless Steel Concrete & Maeol Screw (TTN-SS)
1/4" dlannoterTilan aftirileep dool rnownry screw
1
A21. A23. A33, A34, A35, A44
Angles
2
APA21, APA4, APAS. APVA21, APVA4, APIVAS
Outdoor Accents Angles
3
APB0, AP$44R� APYBOS, APSOOK APSM, APB38R, APW 010, APSI 01 OR, ARV134.
Outdoor Accents Post Bases
APVI144R, APV BOO. APVMOR, APVB88, APVBSSR, APVBI 010, AFIV131 DI OR
FLOGODmm
4
APDJMA. APOlJT2R-4, APDJT2-8, APDJT2R-6. APVDJT2A APVDJT2R-4, APVDJT2-8.
Outdoor Accents Dock Jost Ties
PradM Model. Number or Naloa
pliciduct Description
APVDJT2FI-8
5DID112DOE
Outdoor Accents Connector Screw
a
APHH46, APHH40R. APHH@10: APHHeIOR
Outdoor Accents Heavy Hanger
2
SD9112. SOO212,S010112, SDIO212
Strang-DirivisSID Can riector Strew
6
API-4. APLS� APT4, APTS, APVL4, APVLS, APVT4. APVT$
Outdoor AcmAW L and T Boam-ta-Columin Ties
a
SIDGM 1 2rS5, $00212SS
Sisong-Drivio. SO Coripector 65 $olirw
7
APILH24, APILHZ41R, APU126, APLH20R, APILH210, APLH21 OR
Outdoor Appoints 61ght Hangers
4
SDCF22434, SDCF2251Z SDCF22614, SDCF227M, SDCF22858, SDCF221014.
Strang-UrlVe SDGP Timber-CF Screw
8
BVL2
Brick Veneer Ledger Connector
SI)CF221134, 80CF221334, SQCFZ719% SDCF272W8
9
CBT2Z, CBT4Z
Concealed SoarinTibs
$
SDCP22434,813CP22512, SDCP22614, SDCP227DO,$DCP22868. SDOPM12,
$Wong-DrivieSI)CP Timber-CP Screw
10
COT3Z, C�TTQ, CJT5Z, CJTO7
Gorcookild Joist Tift
SDCP221100, SDCP221134, SDCP271400
11
M14
Deck Jost Te
6
SDHR77400. SDHR27614. SDHR311400� SDHW614
sworig-Privol SDHR Combo44sad Screw
12
DS
Dry Wall Stop
7
SOS26112, S06252i 2. S062WOD, SOS26$12, S0825412,
Silrong-Drivis SOS Hisavy-Outy, Connector Screw
13
F04. FCO
Framing Chips
SDS25500. SDS25MO, SOS255M
14
FWANZ
Fouridation Wall Analles
9
SD525112SS, 6082520066, 801525212S8, SDS25MDF4 SD6253126S
Stang -Drive SIDS Heavy -Duty Connector SS Somw
16
GAI; GA2
Ousselt Angles
9
SDWF271 6, SOWF2720, SDWF2724. SDWF2726, SDWF2730
Staing-Drive SDWF Ftoor6to-Floor Screw
18
H2A, 1-12,5T, H8, H I OA.2, H1 US, H 14, HOA1 0
Hurricans Time
17
HCX7
Heavy Concealed Joistlis,
18
HH4: HH6
Header Hangers
FLMO007.98
19
KBSIZ
Knes-Brace Stabilizer
2o
LSo, LOD, L70, LRO
Ana"
Alit"
Product Model, Nurn bar at Name
Product Dowristion
21
LCE4
Post Cap
I
ATR316, ATRI/Z ATRSM. ATR314
Threaded Rods
22
LS3O,LS5O,LS7O,LSQO
Skswelpli, Angles;
2
ATUDS, ATUDS-2.,ATUM, ATUD94, ATUD9-3, ATUD1 4, ATUD14-2
Aluminum Take -Up Device
23
LSCZ
Adjustable Stair Stringer Connector
3
BP3182, BP112, SP112-3, BP5/8-Z 81"5&�3i 5PSA %W4-3, BPRTUD34
Bearing Phos
24
L_1SJ2SLZ LSW26RZ, LSSJ28LZ, LSW28RZ LSSJ21OLZ, LSSJ210RZ
FloW Adjustable Jeak. Hanger
A
CNW3/B, CNWI/2. CWA18. C*04, OMM-112, CNW3/4,V8
CouplerNift
25
LSMi III, LSSR2 1, ILSSO.37, LSSR2.58, LSM1 0-1 LSSR410
Field AdIustatile SlafleablaiSkelvabie Hanger
6
CTUD55, CTUD65, CTUDMI CTU075� CTUD7d, CTU077, CTUDST CTUO86. CTUD97.
Coupling Take -Up Device
25
LTP4. LTP5
Tmi Plates
CTUDIRS, CTUD90
27
ML=, ML24Z, ML28Z, ML28Z, ML21 OZ
Angles
a
N3, N4, N5, NO
Homy Hex Nuts
25
MMHO
Root Tle-Down
7
�FrTum RTuD3s,RTLD4,.RTU04B, FITUDO, RTUD5. RTUO7, RTUD8
Rallahebrig Take-1-1 p Dev as,
129
MMHC
Hinged'Rocif Conneellof
8
TUD9, TUD 10
T"Up Device
30
MMLU28, MMLU2@-2, MMLU28, MMLU28-2, MMLU21D, MMLU12111, MMLU139, MMLU1311
Fac&Mount Halligan;
9
TUW35
TakLUp Washer
31
RBC.RBCP
Rod Boundary Clips
ID
URS3
318" Uplift Rod Run Tiedown System
32
RST-3
ROOF Tie-Dmvn
I I
UR34
112" Uplift Rod Run Tiodown System
33
RTC= RTC42; RT02Z, RTC44
Rigid Tle C&nnectore
12
URS5
fiff Uplift Rod Run Tiodum System
34
STC, STCT. OTC, HTC4
Truss Clips
is
URSO
3/4" Uplift Rod Run T6dovm System
35
TX57, TX57
Truma Jack Clips
SO
7�, 24, Z44
Panel Stiffener Clips
FLIMD441-IRS
ML&
I
FMHat Model. NUM1917 or Maine
DTT2
Fmiduat DefiCirliallon
Hold -dew
FAAO"7-
Sao *
Pmduct Model, Number or Name
I
HDC1014, HDC10122
Hold-down
I
AHEP
3
H008, HHOO11. HHDO14
HiAd-clown
2
OSC2R-SDS3, DS02L4SDS3, OSCSR-SM, OSCSL-SD93
4
HOUZ HaL14 HDU5. HOU6. HOU'll HDLJ14
Hold-down
3
OBC
5
HPA28, HPA35
podin anchor
4
HCPI.81, HCP2, HCP4
a
IUSTHDS, LSTHDBRJ
Stlopmlyle hold-down
t
HHRCZZ HHRCA2, HHRC42-2, HHRCA11 81. HHRC4 HHRC5L2&3-15. HIARC5,37M.12,
7
MASA,MASAP
Foundation anchor strap
HHRCOS
a
MPA132, MPA144
Strapstyle purfin archor
6
HRCI 01, HRC22
a
PAJ a. PA23. PA28. PA36. PA51 PASS
Strapi-shirlis Purim, anchor
-7
MUM LR U28, LRU21 0, I-RU212
10
PAIIO, PAI23, PA1128, PAISS
Strap -style purlir arichat
8
LSU28, LSSU28, LSSW10
11
STHD1 0, STHDI ORJ
Sitrap-style hold-down
9
TBE4,TBEO
12
STHD14, STHD14RJ
stopetyle tiold-clown
10
TC24, TC26. TC29
I I
THA29, THA213, THA21 9, THA216-2, THA222.2, THA413, THA41 a, THAc4IS, THA422,
THAC422 THA426. T HA422-2, THA4262
12
THAI 1. 81/22. THAIZ OW22, THAM. 1122, T HA1222. THA1322, TH A13522, THA1422
13
THAL422, THAR422
14
THJAW. LTHJA21% LTHMA
15
THJM�48;DS3, THJM2-5.&Dss. TWU28, THJU28-W
16
TSBR2-24
17
VPA2, VPA25, VPM. VPA35, VPA4
18
VTCR
Simpson StrongJ192D20F13C Approved Products Updated i2rjM20
Fardrect Inkirioall below, CLICK HER
For addlikinsl information !!Wlha FlorideriStallowide Product Approval System slid Marni0vals County Notice d Acceptorics INQAi, iwww.
21
UDsorleshangem.
Top flange hangars available in Wdth of I -9/le'and heights
ranging from 64vil" to 15-118"
22
LBAZ spi hangwip
Top flange hangars available In wicith at 1 -Wle" slid heights
ranging from 9-3M Ir, to 13-1 /a"
23
LEG3. LEGF5, LEG? sense hangers
Top flange hangars available in vitiothe ranging Rom 3-10'to 6-
718" and heights ranging from 9" to 33-117'
24
MEO5, MWI swims hangers
Top flargo norgers available in widths ranging ham 5-1 IN'to 6,
7YO" and heights ranging from 9" to 32-1 ff
25
MIT sellmis hangers
Top flange hargairs available in width* ranging from t-9110"llo 5-
118" and heights ranging from 9-11,Vlo 24!'
20
PF. PF8. PFD8, PFDSB awles, hangers
Top flange hangers available In width of 1 4YTV1 and heights
ranging Imm 3-W" to 7-1/9'
27
RR
R4e rafter connector
2S
VVP apt" hangers
Top flange hanglers, available Yn widt" 1111109 from 1-9/le'llo 7-
1/6" and heights ranging 9-114"to 32".
FLMDDBD-M
AKA
I ABA44. ABA44R, ABA46, ABA45R, ABA8151 ARABOR
I ABU44, ABU44R, ABU40, ABU48R, ABUM. ABU&e, ABU45, ABUOO, ABUSOR, ABU88,
ASUIISR, A111-11010, AOU101ORt ASU1212, ASU1212R
3 ABW44Z, ASW44RZ, ABW46Z, ABW46RZ, ABW662. ABW6ORZ. ABW7.1
4 AC4, A04R, ACE4, ACS. ACOR, ACES
5 BC4, BC46. BC4R, BM SCSR. BC8, BCS2-214, BCS2-3/e
6 C844,0848, CUS, CB60, COSS
7 COSQ44-SD52, CBS04"DS2, CBSQOS-SDSZ CBSOSS-SPS2, CBSQWSDS2
8 CC, ECO, FWU Series
9 CCQ-SO82.5, ECCO-SDS2.5 Series
10 CPT44Z. OPT867, CPTM7
11 EP$44A, EPW EF`1346� EPM
12 r:PS4Z
13 UCB44, LCBW
14 UPC4Z LPCOZ
IS MPS44Z, MPBWZ, MPB68Z
is PS44, POW. P1346. P866. P96OR
17 PEIS"A PBSM, PSM
is PBY0,PSViO
19 P044-16. PC40-16, PC4&18 PC64.16, PCM18. EPC44-16t EPC48-18, EPC48-18,
EPC84-18, EPCOS-18
20 PC4Z, PC4RZ, R=. PCORZ, PG5Z, PCORZ, EPC4Z, EP04RZ, EPC:SZ, EPOBRZ, r=PC8Z,
F_PC8RZ
21 PPBA4-4Z. F`PB44-OZ
22 RPBZ
FLNAOSGrgRD
1 FJA, FSA
2 FRFP
3 GH4114. 01,140-8, 01-1484 01-148-8. 01,141", 13.1-141104 GH66-6, 01-188-8, r3H88-6, OHM
8, OH61 04, GHBI 0-8
4 GLBOA, GL36S. GL3= 01-860, GLB7A, GLO73, GLB7C, OL07D
5 GLSTSI 2, GBI.T812, GLOTSIO� GBLTOI0, OLDT520,031-TS20
a HGLBA, HOLBS. HGLBC� HGLBO
7 HOT-2, HOT-3. HGT-4
8 LFIDIO.&M
0 URFP
Elstwaimmusi2a
Adjustable Post Base
Adjustable Post Base
Adjustable Post Bass
Post Cap
Post cup
Embedded Column Bass
Embedded Column Base
Bolted calumn caps with Wi ranging from 3-114" to 9-1tr and
W ranging from 3-518" to 7-112"
Screvved column capswlh WI ranging from 3-11*'to 9-12'and
W2 ranging horn 3-W8" to 7-1f2`
Concealed Poe Tie Be"
Embedded Posk Bus
Embedded Pod Bass
Embedded Column Base
Light Post Cap
Moment Post Base
Embedded Pod Use
Embedded Post Some
Round Post Base
Positcap
Postcap
Post Bass
Retraft Post Base
Product Description
Foundation Anchar
Fiat Retrain: Foundation Plate
Girder Hanger
Olularn Bearing Plate
Glulmm Bearing Plate
Heavy Gluism Boanng Plate
HearvyGiFtlerTiedawri
Universe I Foundation Plata
UnIversis I Retroft Foundation Plate
Simpson Strong -Tie 2020 FBC Approved Products
MWFor opect Inks to all 88T Appirovas Isted below.
For ipidictional Information roWing Flarlde's 81:61ovM6 Product Approval &Atom will Memi-IDado County
Updated IU3062020
Nalloo or Amplance (NON, QUQJ=
FL#iQ4WRS
Aug
Product Dascricithan
1
ST, STS, OTH
Sr*kT6*
2
CMSIT112, CMST14. CM9TCI8
Coiled Straps
3
CS14, C510, CS18, CMD. CS22
Coiled Straps
4
CSHPIS, CSHP20
Coiled Straps,
6
CTS218
Com proesionfronsion Strap
a
DSP, SSP, TOP
Stud to Plate be
I
HI, HICA, HZSA, H3, HO, H72, HIS, HIS$, HIS-2. HIS-25
HurrioartaTivs.
8
HGT2,,HGT4, HGT-4
Heavy GiriterMisclown
9
HS24.
HuirricanoTis
10
KSS2.SDSI 5, HSS2.2-SOS3, HSS2-3-SDS3, H,-S4-SDS3
Heavy Stud Shoo
11
HST2. HST3, HST5, HST8
stalohtsbapa
12
HTS16. HT820, HTS24, HTS28. HTM. HTWOC
Heavy TW#t Strap
13
HTSQISKTZ,HTSQ2OXTZ
Heavy Twit Strap
14
LFTA
Light Floor Tie Anchor
15
LSTA9,LSTAIZ LSTAIIS. LSTAIB, LSTA21. LSTA24, LSTASO, LSTA36
Strogtht Straps
IS
LSTI49r, LST173
Straight Straps
17
LTW2Q, LTB40
Bridging
IS
LTS12, LTSIOI, LTS16, LTS20
Lfg Pit Twist: atio;
19
MGT
Mod#umGtd&rT*down
20
MST27, MST37, MST48, WOO, MSM
might Strips
21
MSTAO, MSTA12. MSTAIS, MSTAIS, MSTA21. MSTA24, MSTA30, MSTA38, MMA49
Ssaightstraps
22
MSTCn, MSTCAO, ii WTOSS. M$TC78
Straight Stripe
23
MSTC4893, MSTCeS63
Pre-Rentstraps
24
MST12e, MSTI30, MSTI48, MSTISO, MST172
Straight Straps
25
MT812, MMSIS, MT918, MTS20, MTS240, MTWO, MTS30C
Medium Twist Strip
28
NCA200-11Z NCA2xl.2-12, NCA2x6-IO, NCA200-16, N[CA202-18
Dimpling
27
RCWBIZ RCW814
Yvan Brading
2S
RPS18, RPS22, RPS20
Repair Plate Strop
29
RSP4
Stud to Plate Connector
30
SPI, SPZ SP4, SPO, SPO
Stud Plot* T I#
31
SPH14, SPHO, SPHI&
Heavy Stud Plate Tie
32
SSI.5, SW.5, $S3, SS4.5
Stud Shoo
,W
ST9,,6712. STIS. ST22, ST292. ST2122, ST21 15, ST2215� S782115, ST0224, ST82315
Straight Straps
34
TWO. TB27, T830, TS36, TB42. T1348� T864, TOSS, TB50
Tension Bridging
35
TWSIO, TW612,7WB14
Wall 19nii
38
VGT.VGTR,VGTL
Variable Pitch Girder Tiodown
37
WS10o WB1 DOC, wBI20, WeI26C, WB1143C
Wall Bracing
9=
12"
product Dowilistion
I
CBH2.37x5 5, CW2.37x7.SS,CI3H2.37xg1.7S
Adjustable Hip -End Connectolt
2
DU, DHIU, DH uTF Bar,$@$ hangers
Drag etut Cartrieclin is
Gable Brace Connector
HIP Come( Plate
3
HGU3.03-SOS, HWJ5.25-60S HGU5,50-SCS. HGUS.G2-SOS, HGUT.00-SDS, HGU7.25-
Heavy Hip to Ridge Connections
SDS, HGUO.00-SOS
4
HGUS series hangers
Hip Ridge Connector
Ro"r Hainger
5
HHGU5 25,SDS, HHGUl5 5O.SDS. HHGUS,62-SDS, HHGUII OO6SDS, HHGU7 25-SDS,
Light Slopeable/SkeweOle U Hanger
HHGUO,OD-SDS
Trials Belaring Enhancer
6
HHUS26-2, HHUS28.2. HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.5clIO,
TrussClip,
HHUSY25MO
Adjustable Truss Hanger
7
HSUR, HSUL, HSUIRC, HSULC series hargars
Adjustable Truss Hangel' Sized for I-JOW11111
Skwmd Truss Hanger
Moltiple Ttass Hangers
6
HTU20, HTU28, Frru2m HTU26-2, 1-ITU28-2, HTU210-2
Multiple Truss Hangers
0
HU. HUC series hangers
Trues Spacer,11mistrarrit
Variable Pk+ Connectors
Valley Truss Chp
10
HUCOI alia-SOS. HUC:01,81/1 1-SDS, HUCO210.2-SDS, HUCQ210.3-SOA HUC031 0-
ODS, HU004liO.806, HUC0412,SDS, HUCOS 2SN-SDS, HUCO5.25/1 I SDS, HUCOSI 0.
SDS, HUCQ612-SDS
Simpson Strong-Tie2D20 F13C Approved Products
Updated 12rA=0
For drect Inksto-all 8ST approvals Isled beow.CLICK HER
For additional information regarding Flondit'08tatellikle ProduciApproval System and Main -Dads Coiinty Notice ofAccuotarl INCA), 962tim.
FL#1 14WM
Prodgat Made]. Number or Name
Firgiduat Deigarimition
14HU8210-3, HHUS2104
Joist Hangar
2
HRSS, HRSII� HRS12
StrapTies
3
HUCQ21 &2-SDS, HUCQ210.3-SDS, HUCQ310-SDS
Joist Hanger
4
THOOZ THGS3, THGBH2, THOSH3. THGBH4
Joist Hanger
13
THG02-SDS3, THGOI-SIDS4.5, THGOH2-SDSS, THGQH3.SDS4 5, THGQH4-SOSS
Joist Hariger
e
7-HGW4-3, THOWS-4, THOW4-3, THOW44
Joist Hangar
lFL#I 11473410
AKA
istrorfilamis
ProduLtOmfloban
I
OETAaP
Double Embedded Trusis Anchor
2
FGTR FGTRHL, FGTRHR
Girder Ron* Anchor
1
1,1111, HISS, HIS-2. H16-2S
HurfloameTie
4
HETA112. HETAIS, HETA20, HETA24, HEtA4O
Embedded Truss Anchor
5
HETAL12, HETAL18, HETAL20
Embedded Truss Anchor
6
HGAMIO. HMO
Masonry retrofitzondsclon;
7
HHETAIC, HHETA20, HHETA24, HHETAQ
Heavy Embedded Truss Anchor
8
LGT2, LG1_6SOS2,5, LGT4-SD63
GirderTledown
9
I-TA2
LateralTruss Anchor
io
mETA12, META16, METAIS, META20. META24, META40
Embedded Truss Anchor
11
MSTAIM24, MSTAWO, MSTCM40, MSrCMW
Strap Tio for Masonry
12
MTSMie, MTSM20, HTSMIS, HTSM20
Twist Strip for Masonry
FL*"496-RS
ftU
Product Model. kumberor Memo
PraductDomicricition
I
OTTIZ
Doak Tension Tio
2
HDI`Z HDIO
Ballad Hoklawns
3
Hr)3B, HDbS, HD78, HO9B
sobd Holdown
4
HTT4, HITS. 4176-3/4
Tansian'Ties
5
LTT19. LTT21313, LTTt31
1.1itlill: Tension Ties
FLNI 36MRB
AMA Product Niodel. Number gr Nam Enoduct Description
1 SBWW24, SB7/8X24, SEIIX3G SB Anchor Bolts,
2 SWB1 6, SST820, SST824, SST826, SST834, SSTBU, SST81 6L, SSTB201., SSTB24L SSTBAnchorEaks
SSTB2SL
FL#i3M-R4
A"
Prod= 116del, MUM bartir Name
Product: aftairlptlan
I
OMST12, CMST14, CMSTC10, CS14, CSIC, CSIS, C820,0=
Calm Straps
2
HRS6, HRSS� HRS12, FHAS, FHAP. FHAII2, FhAiS, FHA24- FHA30, MST128, MSTGO,
Strips 97 mil It 2 go)
MSTI40; MSTIBO, MSTI72. &MST77. SJMST37� SIMST48
3
HTS16, HTS20, HTS24, HTS28. HTS80, HTSWC
Heavy Twist Straps
4
LSTASO. LATAIla, LSTI40. ILSTI73, IIASTAIII, MSTA12, MSTA15, MSTA18, M$TA21, MSTA24
Straps 43 trill (I a go)
5
LSTAO, LSTA12, LSTA16, LSTA16, LSTA21, LSTA24, ST202, ST212Z ST2114 ST221&
Straps 33 mill (20 gia)
a
LSUBH3_2S SUSH3,25, MSUBH3,25
Bridging. Connector
I
LTP5
Lateral Tie Plate
8,
LTSI �, LTS1 8, LTS1 8, LTS70
Light TvAst Straps
0
MSTASO. MSTAX ST02115, STO224, $TO, STI 2 ST1 S. ST22, MSTC20, MSTC40, MSTC52
Straps 64 ml (16 Oil)
10
MaTceS, MSTC78, ST038
Straps 68 rimil (14 go)
11
MTSI 2, MTSI 8, MT81 A MTSX MTSSO, 111117824C. MTS30C
Medium Twist Straps
12
"1.56. SM1.81, SIII SM.37. S18258. VB2.06, W133,12, SM.58, SW3,62,8184DS,
Top Flange Joist Hangers
SM4.12. SM428, 51134-75, $1135-50
IS
SWAZI WS, SWA2.12irl Ot SMA2.1121112, MA2.11 2114, SWA4.181B, Si BM 0,
Top Fterigis Joist Hangers
SMA4.18M2, SIBA4,18114
14
SHIA
HurrioarieTIO
15
S/HD8S. S/1-1088, SA4D1OS, SM010B, SIHOISS, 91HO150
Holdowns
16
WHDU4, SIHDUS, SIHDUO, S/HDUII
HoldowrI6
I�
SJCT. SIHJCT
Joist Hanallm
prpduot D"Cklotlon
Concealed hargers,
Face-mount(OU, DHU)and topi-flartgo PHUTF) harigilm
available in widths ranging from I -Oilff'to M/10" and heights
ranging from 9-110" tc,23-15111111".
Faco-mount hangars
Face -Mount hangers available in widths ranging from 11-5/8'to 7-
318" and heights ranging frorn 5-&l 610 12-718"
Face-mourif Narigets;
Fammount hangers
Slowed face-mourit hangers available in widths tinging from 3-
111111 to 5-118" and height@ ranging from 4-1114" to IS-Wiil".
Conceploc flange version (HSURC� HSULC) available for all
double 2X and 4X models; chh, acute flange a coricasled
Face -mount hangers
Face -mount hangers available in widiftranging from 1-9110"ta 7-
10" and heighis ranging from 2-7/8"to IS-Ife- Concealed flongo
version (HUt) siviallable forsil modems having width equal to or
greater then 2-9/16'
Face -mount hangers
Simpwn StrongJle 2020 F13CApproved Products Updated 1ZFJOM20'
emFor direct Inkirto-all SOT approvals lied WON, CLICK HERE
For additional inlicariallon mgw_#hg Flaidal'913116110ide ProMet Approval 6yriam and Meril"do County Notice ofAtootall (NOA��
16
9LBVJ,SO. SIpVJ eal, SA.BVZOO, S&SVJ31r, SILSV.2.50, SILSV2,88, SA.BV3.12,
Top Flangs JoistHangers
S41M,58, SOLEW3.82 SILSV4.0S. SILRV4.12, S"V4,28, S&IIV4.76, SIL13VS 60
19
SILTT20, S/DTT2Z, Sfi-111714, HTT4, HTT6
Holdowne
20
SWSIV. MST72
%aps. I 18 mil 0 0 go)
'21
SP4, SIPS
Suid Platis Ties
22
SSP, 08P. TSP
Swd PbftT"
23
STC, OTC
Trump Clip
24
TBM
Truss Onacis 0 iagorial
25
T,1037
Truss JecK Connector
FLIM3904mR5
,%" ftsuct mcidel. Number or'Name
1 =ym.a2_So�oG, =PA4.02_9D6HDG, CCOM"O-SDSHOG. CCTQM3.62-SDSG,
COTOM4,02,%DSG, CCTQM5.6O_S0SG, COCON0.82-SD61G. CCCOM4.87-SDSG.
CCCQM6.5O-SDSG
2 WcLQM3.o2G_KT, EGGLOM4.82G.KT, ECCLQMS,SOG.KT, ECCLLOMD3,02G-KT,
ECCLLQMD4,O2G-KT, ECCLLQMD6SOG-Kr, ECCLRQM03.v2C-KT. E=RQMD4.GM-
KT-, ECCLROMD5,50G-KT
3 HGUW,2& HOUM5.50, HGUW.00. HQUM17.26, HOLIM9.00
4 LGUM26.2. LGUM26-3. UGUM2M, LGUM28-2. LGUM28-3. LGUM26-4, LOUW10-2,
LGUM210-3. LGUM2I0-4,.LGUM4& JGUMAIS, LGUM410
5 MBHA3.12/,g 25, MSHA312111 25, MEIHAIG&7 25, M9HA3.509:26, MSHA3,56/il.25
MBHA&66/1 1.80, MUHA3.5&1 4. MSHA3.68116, MSHA3,68MB: MBHAB.5017 25,
MBHA5�500.25. MBHA5 5W1 25, MeHA5_5011 1 sa. MBHA5 50114, k4BHA5 50MO,
MISHAS5011 8
e MSHU3,549.25, MSHU3,5WI 1 25� WBHU3.5&1 1,11S. MSHU3.5&1 4. MSH U3.58/10,
MBHU36SM8. MSHU66M,26, MSHUS.50AI 26. MSHU5.6(Yii.8O. MBHUS50114,
MBHU53MO, MSHUS-.60116
FL#13wawgd
S" 0 Productlillodol. Numbargr Na
1 SCT=3W, SOW22M, SDW22438, SDW22468, SDW22600. SOW=00, SOW22638,
90=8�41
,2 SDWC1 5450; SDWC1 SODO
3 SDWHIMDa. sDWHIR40008, SDWH,1MD8. SOWHIOBOODR SDWHI010DOUB
4 sDWH27400G� SOWH27800G, SOWH27OODG, SOM271000G, SOWH2712MG
5 SIDMI6212, Somi=O. soviisia"JIZ SUM18400
IS SDWS19800, SOWS1.9712, SDW6224DG,SDWS22W0.SDy=2S1Z SOWS22OW:
SOl,?%=SDO. SOWS22900, SOViii DOO, SOM221 100, SOWS221200, SDWS221 500
7 SOWS22MODS, SOWS2240ODS. SOWS22WODS SDWS22aOODB, SDWS228000a,
SDVV8221 0OODB
8 SDWS22312DBB, SDWS22512089
9 SDWS273OOSS, SDVV$2740OSS. SDWS2760OSS. SDWS276DOSS. SDWS2780OSS.
SDVAMI COOSS, SOWS271 2OOSS
10 SOVIVIS400
11 STN22
Produdb Description
Mowry Pier Caps
Masonry Pier Cap$
Heavy Masonry Hangers
Masonry Boom Hangars
MasonlY TOP Flange Boom Hangers
Masonry Beam Hangers
Product Dmdg§ga
Stranorive SOW EWPPLY and TRU$S-PLY Slarews
Stranorlye SOWC TRUSS Screw
Sitroing-Drivis SDV& TIMSE-R-HF-X Screw
Sirong-Orive, SDWH TIMBER-H EX H DO Screw
Stroria-Drive SOWS FRAMING Screw
Strong-Dir rve BOWS T IMBER Sarew (Into nor G rade)
Strong -Drive SOWS T I M13ER Screw (Exterior G lade)
Ou tdocir Acconts Structu ral Wood Sciiew
Stronorlird SOWS TI M13ER SS Screw
SttanVDt*oSDWV SOLE-70-RIM Sallow
Outdoor Accents Hex-l-lood Washer
FL*l 5333413
§2" PmduatMadW.N41mberorNitme Pligiduct Dermaripbon
I AS I S. AS I M, AS 18SO f8gaTtusslommisq
2 AS 20HS 20 go. High Strength T euss Plate
3 AS620 20 go, Trumsr Plate
4 ASHP Hinge Plato 0onnectof
I'LiV1673040
vdtLg Plioduat Description
Product Model. NuMber or Name
I FT -HP Adhesive Anchor fair Dorionals
2 GAC, GDP. GDPM-60, GDPNI GOPM-100. GOPS, GW-50. GW-75. OW-1 00, OTH Goo-ectuated fasteners and swern blies,
3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT,K PINW, FINWP, PINWP-W, PDPAWL, Powder -actuated fairlioners, threaded studs, and a mblies
POPAWL-MG, PSVLS, PSVL,3-K PCLDPA, PECLOPA, PTRHA3, PTRKA4
4 SET-3G Adiiesiver Anichtr for concrete
Simpson Strong -Tie 202D FBC Approved Products UpWad IU3012020
Upr direct InIts to All SOT approwift 1004 below, CLICK HER
Four lkddtloni inlic)[1110011 N"911111ill PM40's lK101hVide Product ApprovallOystem and ~-Dilde County Noti*pIrAcooptancs (NOA). QWQ ogag
11
HUS, HUSC series hangers
Face -mount hangers available In Wilths Tang Ing from 1-5/8" to 3-
QJ116" and heights rarigingfrorn 4-811V'to 11" Concloalad forigis
version (Husp avakwitfor modow naving width squalto or
greater than 3-91110"
12
IUSswlss*lmngsrs
Face -mount hang" avallable, in widths ranging from 1-7/Sr to 3-
518" add heights ranging from 9-11N'to 16"
13
LOU3.25-SDS, LOU&MMS, LOUS 25-SM
Face -mount hangers
14
LU24, LU28, LU213, LU210
Face -mount hangers
IS
LUC26Z. LU021 02
Face -mount hartgers:
10
LLISsereshangers
Fawnricurit hargers; ayltilable In widthis ranging from I -WV' to 4-
5/8" and heights ranging from 3" to 10-115018'
I I
MQU3.0_108� MGU5,25-SDS, MG U5.60-SDS, MGUS.82-50S. MISLITOO-S.05
Foos-micUrit hangert
18
MIU[ series hangers
Faco-frourt hangers available In wdft ranging from 1-9/1 &1 to 5.
118" wid heights ranging from O-I&1V'bO 1 S-IrZ',
19
MUS26. MUS28
ftca-maumt hangers
20
SUR. SUL. SURC, SULC sense hangers
Skewed face -mount hangers available in widths ranging from I -
O/It'to 3-SM 61 and heights ranging from 3-11tl &'to 13-VV'
Concealed things version (SUPr- SULC) available fair all daub*
2X and 4X models; on ty Apulia fivingo is-ocincomled,
21
U series hangers
Face-moumt hangers available In Wdft rangimiffrom 1-0116" to
Wand heights ranging from 2.518" to 11.114"
FLM O"Tal"
,O,Kj
Product Model. Num bar at Name
1
BA series harigarris
Top flange hangars available 0 widthe ranging from 1,11MOVIo 7-
119" and heights ranging from 7-141a. 30'.
2
DGBF series hangers
Top flangs, hangers myrilimWe In widthe ranging #am 3-&S'Ic 7-
118" and heights ranging from 9-141 to 24'.
3
DGF serimis hangars
Top flonge hangers avallob Is in vii1diho ranging ftm 1 -1 rX to 3-
518" and hoights ranging from 7-INI to 2411,
4
DGHF Wes hangs rs
Top flange hangers available in widths ranging firccril I-3fW1 to 3-
Wit" and heights ranging from 9-14" to 24*.
6
WS, SG7, EGO series hang"
Top flarigo hangers available in widths ranging from 5.114" to S-
716" and heights ranging *am I rto 32-IrZ',
6
EGO swim hangers
Top flonge hangars available in widths ranging from 3-618"to 7-
114" and heights ranging from 11-11411 to 321,
7
GLS series hangers
Saddle hangers available in widths ranging from 3-110to 6-71W
and heights Tangling from, 9-1121 to28".
8
GLTV series hangers,
Top flangis hangars available In width* ranging from 3-IW1 to 7-
118" and heights ranging from 11 11 to 321
9
HEI spiries hangers
Top flange hivingen; available inwifts ranging from I -WIV'to I-
If2" and heights ranging from 61 to 3W
10
HOLS series hangers
Saddle hantimirs. available in widIths, ranging from &114" to S-718"
and heights ranging from 1 O-Itr to 25",
11
HGILT series hangers
Top tiange hangars available In widths ranging from 31X'to S-
718"and heights ranging from 7-1 tZ'to 32'
12
HGLTVsenesI1an9ers
Top flange hangers available In wdths ranging from'3-1 X'tc, T-
ile" and heights ranging from 14" to 33"
13
HITseriesdarififors
Top flange hangers available in widths ranging foom 2-W O"IlD 3-
0/18" arld heights raraing from 18" to 20"
14
HUSTFsensishangers
Top flange joist hangers available in widow ranging from 3-119" to
3-9i`16'and heights ranging frarnS-W'ta 13-1/9'
15
HUTF. HUCTF series hangers
Top flange hangers available In width* ranigIng from I -9/18"llo 5-
lfZ'andl heights ranging from 3-71`18'"la 1W Concealed flange
version (HUCTF) available forall models having width equal to or
greater th&A 2-9110".
IS
HVVP models hangers
Top flange hangar* available In width* ranging from I -SAWto 7-
1/8" end heights ridging from 5.3ts, to 201
17
HWPH series hangers,
Top flangle hangers available inwidthe ranging ham 1 -W10"hil 7-
1/2" and heights ranging from 5-3/8"to 37'
IS
ITS series hangers
Top flange hangers available In widths ranging from 1.9118"to
SM" and heights ranging frorri9-116'10 1W
19
J8 setles hoingers
Top flange hangers available in Wdth of 1-9/1 8"and heights
ranging from S-Sill'to 7-IM"
20
JBA series hangers
Top flange hangars available in width of I -911&'aricl heights
ranging from 9,3M V'b 13-10'
L42MM Simpson Strong-Tie2020 F13C Approved Products Updated 1250/21]120,
W=For direct Inks to,oll SSTawrovals Islod below,,CLICK HER
_ For additlonal informition regarding Plardlif Wide Pralluct Approvid Syslom laid MernilDadis County Notice ofAcomptanco (NON. fikrd6M
5
SET-XP
Adhesive Anphorlor cionoreto
a
Strong -Bak 2 IST82, ST924SS, SITS24ISS)
ftiong-Soft 2 Wedge AnGhlor far concrete available in carbon
steal and Types 304 and 310 stalrilissa goal
7
Tftn HD (THD-H,THD-HMa, THD- H4SS, THD-HOSS, THO-CS. TH"SSW
Titan HD Heavy Duty Screw Anchor for concrete and masonry
avollable with hex head In carbon steel and Types 304 and 310
slairriess stool. br we countersunk head in carbon Ideal ard
Type 316 stairileasstoel
8
Tkimn HO Rod Coupler (THD3,704RC, THDSOQ34RC)
Then HO Threaded Rod Coupler far roncrellis
9
Tftnr HO Threaded Rod Harrger(THDB25158RH, THOB3713SRH, TH037212RH,
Titan HO Threaded Rod Hangerfor concrete
THD=34RH, THD1O212RH)
10
Wedga-All [WA)
Wedge -All Anchor for mationry
FLM 6230-RO
AW Product Modall. Humlliff.2LAM
I AT-XP
2 ET -HP
3 SET-XP
4 Stirong-Bolt 2 (ST82)
5 Tken 2 (TTN2)
6 Titan HI) ITHD�HASS. THD-HOSS, TH D-CSOSS)
7 Tllen Turbo (TNT)
FLM03?-R3
229.9 Produe Madvil. Number or'Namis
I X34B10IS5KXI$101O.X19IO1S4K, XQIS1DIO.XQI81O1e-4K
2 XLQ1 I 4T=4,4011481224-2K
-3 )=I 1461224. XMQI 1481224-2K
4 XQ1 1 4SI224, XQ1 I 481224-2bK XI 1491224, XQ1I 2ST224, XQI 12B11224-2K
5 XUUSI 016, XU3481016-OK
FLASBUO-RO
P1101111111Ct Model- NufflbwrorWZ%V
DSSCeA3.6, DOScm, I)Sscae, osHs.
2 FCB43.5. FCB45 5. FCB47.5, FCM,5. FCE1411 6
3 FPHEDUS10le, FPHISD34B101O, FPHODS4010le-5K fPHSDUS1214.
FPHSD34BI214, FF44SO3481214-5K
4 LSFC2-25. LSFC4,25. LSFCO25, SFC2.25, SFC4.25. SFCa2S
6 LSSC4_�6, LSSCS,25, SSp2_15, SSCA�26, SSCS.25. MSSCZ26, MSSC4.25 MSSCO 25,
MWC;4-29M. MSSCO 25KW
a RCKWS, RCKM.5, RCKYV7,S, RCKW3& RCKW6,15S
7 SCS49.5. "45.5, SCS47.5, SCB49 S, SCB411 5. MSCS45.5, MSOB47 5
6 SCS32-6/01'. SCM-OW, SCS62-&l 18, SCS82-WI 18
a Sm 25, SCW5.S
10 SX626, SJCIO.25, MSJC8.25, MSJC10,26
11 SSW.518
12 )(LSH3481414, ASH7881414
13 XQI 61 Di e. X01 810le-4K, XQ161 21A. X01 81214,3 5K, )(Q7SS1 224, XC17381 224-3K,
XQI 1481224, X01 1 491224-23Y, X01 1281224. X011 281224-2K, X3481 016-SK
XI S101 8� X1 BIOI 64K, XIS1214, X1 81214-3 SK
Pirgiduct Demilcriardon
AT.XP High-ftength Acrylic Adhesive for concrete or masonry
ET -HP Epoxy Ad healve for masonry
SET-XP H igh-Strangth Epoxy Adheshre for nuracrinry
Strong -Bak Z Wedge Anchor for masonry
Tften 2 Screw Anchor for Concrete
Titan HD Homivy-Diuty Screw Anchor for conorso available in 304
or 318 stairiess steel with hex Plead, and 31a aMinkmS Steel With
coardisrsunk: hevdw
Then Turbo aorew Anchor for concrete Or masonry
Product Ovilarliptlaft
#10-10 Strishig-Dtive X Motal Self -Drilling, Tapping clerews with #3
DrIll Point
#12-24 Strong-Drive)(L Largim-Hood Metal Self-Dfilllng� TAPPIng;
Scrovia with #6 DOW POW and Large Diameter Hex Maher Head
#12-24 Strotig-Drive XM Modlurn-Head Metal SO-Orilling,
Topping Scraiwa va #6 XII Pointanill Medium Otsmister Hex
#12-24 Strarg-OrivoX Metal Stelf-Drilling, Topping Schava Wh 06
Drill Point
#10-15 Strong -Drive, XU Molial Sell -Drilling, Topping Sorevier with
$11 Drill Point
Proclui=2MMMAM
Bypass Framing Drift Strut Connector
Bypaps Framing Fbied-Clip CWMWW
910,16 end 912-14 Strong-DrIve FFHSO Framing-to-CFS Serf -
Drilling. Tapping Scrows
Sisal Framing Con mactor
Stool Stud Canneators
Rigid Knee Wall Conneatat
Bypass Framing Slide -Clip Connector
Bypass Framing Connector
Hood-olWlimmif SlideeClip Connector
Steel Joist Connectors
Bypass Framing Slldo-Clip Strut Connector
914-14 Stron(I-Oriva, XLbH Shouldered Self-Otilling, Tapping
Scraws
NIO-18. 912-14 and 412-24 Stoll X Metal Salf-DrillIng,
Tappina Screivis
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MWARTUM07 REGUXATORTANDECOMMUC 1010MMOU) Whoo, Mamb 31175 41474 N OTIC—L (W.&C QFTANCE: IVMViT E SUBAERM D, QUALWY AMM&NICE
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000 isatdod ]F_�iileu# submilod mdvir prrvUes-NQ1A DadcDeWmtWafRe.gohlatyzdEcowinic'RummxtS (REX)-
'NOTICE OF ACCEPTANCE O.OA) MMOK41""My A. DRAWINGS R. USTS ("Aftuo)
FGThAmsbinjec. I- hfuuNcoutes die drawingsitud wflous. 1,)-Akbifi*zdonTW,paFBC.TAS2(r,94 t. CERMCA17ONS
107QTtchnvlWDdM 0. 114167. 2) -ugjfo=Statjc Aw ftson Ttd, per FBC, TAS 202-94
(S,NbNhW ander.X0.4 N I- Notice of Accep:w=Wo IS.4K-2&14 issued toVisim E=mw LZU'dtil ftlim
_NorthT*ak*jFL34215 2_ Dnm*,No.MB�-5.rN70.6,tWM'-VmylSU"G)=DouNO--k(LWSbMMI 3),W3ter Fjesista= Test, Per FBC. TAS 2W-94- 4IVbjw RWpVcEmnjor Extruskas-forWhidain and Door!C'7 datedOgaVli
Scon: tb=gL2I.ofjj.pVxredb!V=wAkt=, dated 1W451 wftwvision A dated 4)1xF Missile k*wt Ted paFBC, TAS 7-01-94 cqmmg Oft 09/30.49.
5) Cyric Tmd Preswa Ludingper FW, TAS 203-94
D445/17- *" and snkd by A- LYM Miller. PT 6) Famed Emy T6a per FBC, TA'S 202-94 Notice of Acceptame No.. 1 "20-03 kwd to Vinm Emuion Limited for tbm "17E
bemr4inMantiDnde Ca=1yoW o6wareaswhore 40nmibyd�e A0harityUx*JidW6cbm(W. vinyl gidin &4s 4W'. 1000 Tan 202 and Ngbter Shades Mn-ViWft) RWd PVC Fxt"r E10wriew for
along Wtth=2dMd'_V drAvinpland,
li,iis'NOA%baU:notbevAdaftrt*,expmifmdatedOedbetow-neM&mi-DmkCOuwyftoAwtcmnrasectm B. TESTS date,41120645, Windows and Doow�i-, dated 12046, e*king, on 1207,21.
(juNumba&Ca=ty,)=&Or&e.AIU(sawms,D*WdLumbfikeuDa&Camahveserve . the nghr to have this I - Tea report on 1) Unitom-Siatic Air Pream Tea. 1w FW:, TAS 202-44 by Fmm"im Twft lat� Inc- T�st P4porl No..FTL 2549_� and 3- Notice ofAccqftwr No, 15-04.2&15 lwued t6 Vinion Exitumm Lw&ed for their
2M/15 and 024146)
Loge Nrissile bwactTest swfW, TAS 201-94 se*d by ldglmis OrteA P_ E - (reO tepcd Wv1sed an I -1rown Coated (Falixted 4m- Landnated) Wkite R*d PVC EMior EltMtons for
awjn",'&e ftwm&0Wgr win - tb* expv$w ofsu,* ksting m4 the AM mayiwo0diaNlY I&V oke, mQ dify, or -�3 qyck, W-md pressa= LqAjingW FHCz TAS:43-94 6- Test upw on 1) Afr b1filloton Test, per FW, TAS 202-94
2)'Unifom SuW Air Pressm Ikst. per FBC, TAS 202-94 and Dow%7'. dge� 0911345, expuing on 09/30119.
raqmid *e use of such produt at maknial vi" ft* juxis�� M mmvfts, *W z*1 to tevO e dvis almg wftna*W-up dawinp arid ins4fttion dorm ofviwfi slidwg gbo dow pmpmd 4, Natke of AcceptanceNo. 1"717.02,ismed to ENSLGI Farstmfion Sobtim USA,
amotanm if it is deta=wW-byVWwu4)M* CoUayftadwt Conkd Section OW 1131s pmdmt or=*esW fails to by Fgaistratipu Ttwag iab_ bc,- Tat X*v Xv. M 1717,40ed 12-M 745t s*mW =d 3) Water Resisft=e Ted,,per M. TAS 202-44.
ume the teq=a=mxs ofte applindAe baddW9 co& u2W by,14** Ojtc�A P_ . E_ (Teo xpctt revised tm 024546 and 02f206) 4)'Large Wfissile ImpwtTat per FBC, TAS 201-04 Inc. ft thm wx, 3M and Lighter Shades (NoaWd*) RIO PVC EvetDir
Tbj*produajstppmte4*s descOwdheninwdlias bee%dwpod to cowplyw&lhe FJ*M&Bull"Sco&� BCJAS 203-94 rLso-ndons forwiadews and Dow%- datW 09/15116- esviftog on 02MO-1.
I lost r4mt an 1) Air InftM�bn Test per FSC, TA�S 2&-94 5) Cydic Wind Pressure Leadingper F 1FaWUab=SoWioWUSA,
.5- NodeeofAcaptance No. 16471104 imed to ENERG
iuchmfing*e HiSU Vekwity Hunicw* Zom -7) Uniftm Static Air Pftsuw Tka� pO FBC, TAS !WA4 lloj% wft mulmd-up &xwmp *aad insudlatm diagrant of VAQY1 SWO9 9b" 400r. PePmed
1= for ibm -Broan and Lighter Shades of Cap Coated RISM PVCExksUr
DI LS C at M ON: Se ries 44-5.4 7 W2 770" Vinyl Sliftg G b " D a * ptek d rarce d) whro W & I &V twanv-LM L 3) Water Resistance Test, per FXJAS 202-94- - by jF=%WioU TesW Lab, Inc-, Test Repoo.No. FTL Lk4t dalc6 12OV15, dgwd 20d EsuiLODus for'%Indows and Doos,�' daW 09119M_ v#iug 01 [W16CD-
.AMO'VALDOCtMW"-DmvwgNo,UD-SSM,O RevBtLOed"ViMighding(itaosDanNOAaW- %herb 4) 1xV lft* Imp2d Test per FBC- TAS 201-94 waW by
� Itl ortW, R E (Too mport irmod on 011 5P-016) 6, Wohm of Acceptnce No, 1"712,03 imed to ENMLGI Fewsman Sdlutim USA,
I tmugh2l of21,pMnedby==&cWw., doed, iot$n 5 and lastmvised on 02/0112L sipowdand scaled by 5.) Cyclic Wmd Prem* LbOingper FBC', TAS 203-94 7; Teo repat on 1) UtdormStatic Air Preswe Test= per FBC, TASV22-44 x0m rar mer -wha* RWd Fvc Esujior-Extmdons for Windows and Doow dated
A- Lynn. Killer- P.E. - bearing 1he Mhimi-Dade Cbmty Prodwd C;orttrol hemids SUM* Wdh die Nbim of doqg WfflLMtjjrd 6) Fateo Enuy Ted, yff FBC, TAS 202-94 -7) Large Missile bmpact TeA WFBC, TAS 201-94 ninon 7, cq*iag on 0,128/18.
ActVw=vnun*w wd eMmutgondaW by the Maini-Dode Comay ao&wt Contmi Sect� _W dMWinp agd k0aMlign d*F=ofVinYj raid* gUSS doM pq=td 3) Cyt%c Wind Prmsw Leading M FBC, TAS 203 494 WU No(s). 10-W24MA)_ 10-06-M0527, 535753-W. per ASTME-84,
IMMY IWACT RAIWQ.- L*rV OW $Mll MM& bqWt R*141tuf by Fene*afion Tgaiag Lab, bc., Test Rqw No- YTL &W- dated I IMM St dgwd and akmg vnth madied-W dmwmp and nnWWson dugmn ofvml sMing &w dom, pepme4 7 Tied A
LhWfadow; sealedby1dakds0dega, P-E, (rest oputrejised onOIM440 and U211112016) by Fewzftsfim Testing L-jb_ I=_ Test Rq)w No. FTL HS9 **es; A4 thm A-22� dakd ASTNDIM and ASTMD-635, isstml by EK(YVA to Vium Exftusim forceRulosk
I - S�me tible I (*wD -4nd t"r 2 (isheetD forMAc" SGD and iiam dwppmanx� irtm&rcwwnt&"tL 3, Timt upon an 1) Air InMatiou Tesl� per FBC, TAS 202-94 11/19110. _4W d and waW by Jorr A- Cam. P. E. (So h w *4 rim ifff NOA N& 1 .1 - cqn4wsite mateml
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3).WaterXedstwce Tet, perFBC, TAS 202-94 a Test: rqw ca 1) Air Idiltration Ttst, 9mtr%oQln9 (Cbar and Whitt) Interfaytt, cq*" an 07W 8.
b1�eJe4per=ftenwdK0-k,%ftq*a=1t1L 4) large Miss& 1wpwtTcV pa FBC_ TAS 201-04 2) Unif� Staic Air Pwome Test, per FBC, TAS 202-94
3. Elt" s operoble & an =It ccwply wA mm ckm vuW or hMW per FBC reqwrew=t w qOckle. 5) Cyclic Wind Pnsswe Loadiagper F11C. TAS 203-94 3) Watef Rmdawe Test, per FBC� TAS 202-94- 9. Notice'of Acceptmm N 0.164 11-1-01 ixffi� to Xwaray Amsica1ac- for
4. Pocket waftunder selostaftoppmA to be retiewedby%ildft offical "rrwffhlZ Ultmclear� Char and,CAw FV. B lnftrbr.w�-, eq&ing an 071OW19.
6) Faced Entry lbst. perFBC, TAS 202-94 4) Imp Missile L3W Test per FBC TAS 201-94
LABEIX�G:Each ow " beu apemumAnt label witit &e ar la$o, c4. stak sad tem OW WkW&V0*MarWd-V . drawings aadingv0dion Ugram',Offtyi S19449 9145 Am. PIEPNed Cyclic Vrut4,PmssweLoadmSper- FBC, TAS 203-94
fdWWW$1A4WUW3t 'MMi-PSde COU"tYftdWtCOWOlAppmmg"-*oWherti& bvFa**ZJonTedingLab Inc.. Ted XtpWNa-JFTLW47_ dated 12AW15r sigwdatul 6) Fowed EntryTest- pa- FBC. TAS 202-94 C4*Edffift
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byf ion Testing Inc., Test RrpW No. 3541L dated 1 No. IS-PIADJ,�
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se" tTl' Chlaga, P.1!�� (rW.vp* mised an 0104,16-and 02/1V14 2. Glazing mqtks vO ASD4E-1300-09-
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ThiSNOArewises & I*aq L C&aWlo. fX_
page I and evikwe psr�s E-1, E,2, F hh*4 L Chandit, P17
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1A*xtWJ4 Daw. AP61 14,3424 Approvii Dam Aurch M 3421
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1. T"t wports ow, 1) Air ingtatim, Test, per FBC. TAS 20244
2) Utdom Static Air Pmme Test. Loading per FW. TAS 202-94
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pGT pW7620A Ak=ftm Fbced Vajdaw (In* 10 in pmpnA dated 07113/20� ag siped
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D. QtT.U=AS9URANCE
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E. MATERIALCIERTRICA110NIS
1. Notice ofAcceptzaceNo. 1"3M-.02 assacd toKwarity AnwAca Thr. forMeir
"TrwHoU -ETftmbar,,C1ear,, and Color P'%7B Class Inter1kyerf, expuing on
07ADgn-4.
9. Notke ofAcceptmce No. 17-a80&02 =wd tolUuaMy Anwrira� 4c. fordwir
"SeaftyGUse (Clear and White) Gim laWlay0117, cqmg on 07104123-
3 Notim . of Acceptance No- 18-1106.10 Lzuedla Vision Evounom Lkeed, for that
II&SWA Cvased R�akted or Laminated) White Riod PVIC E%Wjior Eibusions
for M�mdswsand D"r�-. expaing on 0913W4.
4. Notice ofAcceptanceNo. 19-11M.1,1 =ced [oVj$jMLEXftUsj= L'bnbed forthM
Series "IT.1600 Tan 202 and fthter shades (Non. -White) Rwid COMILar PVC
Extryier Extrusims f" Whmlaws jad DoorC, mqmW on 12/2%,21. 1;4.7 f, e�44A.1-.
I*aq L CUndo, 1?1j
Pmducir Omewid Unif Superiiw
NOA Ni. U-006.23
ExpirationDaw- Ap&14,ZM
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E. mATM4,L CERTMCATIONS (condame)
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6. Qup= part puryaW compting with ASTM CS IS Thennal. Conductivity 2.22 BTU-iw
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vision Extrasom iLtd- Pzft rompbing with PVC-AAMA 303-13, Vokialary
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profiles fbr Vism nw=tm Ltd -VEX-1 by AAMA FeueslrOon bxtem Prof 00
Catiffi2tion Pvqgrjm A,
10, Notice of Ac M-lance No. 18-1217.14 ismed to Enerp fnedrati0a SObAiM US bc- for
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their so= -NVUe Ried PVC F�sgeriar Exwns�ms for'Wlxdm and Doorsr. mpwj% an
0212V-73,
12, Notke of Acceptance No- 2"243.03 WWd to Encit FwMaMm &*Mon. USA. Int- fOr
th6r -Bronze,& ftbt �shade cap VOKW White RW PVC 151-terwr Exwuskm fOr
V�Wam and Dwe, expidog on 0446P-5-
F. STATEMXNTS
1. Suttmat Wer of confo=aore to FBC 716 Edki.ext (2020), daMd 04P-= NOMd bY
main whim, sWed and selled by Ardh"yl.�mMlff PE. dated
7. StateMed L-ttff Of SO fiu=i2l. inle=t and of independent. issued by=onfhd=.
04/19-10, sipW and seakd by Andiony Lynn Millier, P-E.
3. pfivate LWjeymg Aggement dommew between PGT_ dated 0330,115 and siped by all
Q OTIRLRS
ex Ing 04fftal
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2, REXTry pwpoah #19415S dated 61110aO approved by Idwill- Cbxnd4�PJFexpi6ng
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NOA IV% 21-0306-63
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A. DRAWINGS
1. D aw igg No. N D - 54- T& 0 R tw B. *W Nikyl S fid in# Glass DourNOA aW, sbO M I
6rough 21 of2l, -pnpared by mmdkturer� dated 10/05/15 and tast IrYiWd on-02/01(,11.
agwd and sealed bry A- LynaMiller, PE_
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B1. TESTS
1. Now.
C. C-ALCULATMS
I- NOW,
D, q!AMY ASSITRANCE
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1E, MATTI . W4L MTMCATIONS
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SHEET NO.
PA 1.3
May 27, 2022
MIAM MUM-DADECOUNTY
go= PRODUCT CONTROL SECTION
Cast -Crete USA, LLC
Cast -Crete USA, LLC
Cast -Crete USA, LLC
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 905 SW 26 Suta, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miwn4 Florida 33175-2474
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTA14CE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
T (786) 315-2590 F (796) 315-2599
NOTICE OF ACCEPTANCE (NOA) WWWmi*mWAde.J2XL?
1.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
3.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 12-0209.12
5.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0"3.03
Cut -Crete USA, LLC
6324 County Road 579
A.
DRAWINGS
L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1.
A.
DRAWINGS
L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details � sheet I of
A.
DRAWINGS
1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details sheet I of
"Cast ". "
Seffmer, Florida 33584
prepared by Craig Partino, P.E., dated Mizrch 24, 2003 and Drawing Mo. LT4612, titled
", by
1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
", "
1, dated 03124103 and Drawing No, LT4612, titled -Crete 4 6 & 12
ables" sheets I through 3 of3, last revision dated 06112114, all
Lintel Safe Load T
SCOPE:
"Cast -Crete 4 ", 6 11 & 12 " Lintel Safe Load Tables sheets I through 3 of 3, prepared
Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both
Lintel Safe Load Tables" sheets I
LT4612. titled "Cast -Crete 4 6" & 12 I
through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
P
prepared, signed and sealed by Craig Parrino, P. E., on 08119114.
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
drawings signed and sealed by Craig Parrino, P,K
revision dated March 11, 2008, all signed and sealed by Craig Parrino, A F., on
B.
TESTS
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
B.
TESTS
March 22, 2012.
1. None.
(AHJ).
Control
1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and
Unfilled Models. total of (13) concrete lintel specimens, per ASTME-529-94, prepared
B.
TESTS
C.
CALCULATIONS
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Section (In Miami Dade County) and/or the AH1 (in areas other than Miami Dade County) reserve the right to have
by AppliedResearch Laboratories, Report No. 30404A, dated 04110103, signed and
I None-
1. Calculationsfor Cast -Crete Lintels. dated 0811912014, pages 14,201 through 14.236,
by Craig Parrino, P.E., signed and sealed by Craig Parriho� P. E.
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
sealed by Christopher A. Hamon, P. E.
C.
CALCULATIONS
prepared
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
C.
CALCULATIONS
1. None.
D.
QUALITY ASSURANCE
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
1. Calculationsfor Cast -Crete Lintels, dated OS129103, 207 pages, prepared by Craig
D.
QUALITY ASSURANCE
1, By Miami -Dade County Department of Regulatory and Economic Resources (RER).
fails to meet the requirements of the applicable building code.
Parrino. P. E,, signed and sealed by Craig. Parrino, P.E.
2 Calculations for Cast -Crete Lintels, dated OS129103. 140 pages, prepared by Craig
1. By Afiami-Dade County Department of Permitting, Environment and Regulatory Affairs.
E.
MATERIAL CERTIFICATIONS
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Parrino, A E., signed and sealed by Craig Parrino, A E.
E.
MATERIAL CERTIFICATIONS
1. None.
Zone of the Florida Building Code.
DFscRwnoN: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels
D.
MATERIAL CERTM CATION:
1. System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1,
F.
1. None.
OTHER
F.
OTHER
1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig
2014 Edition.
APPROVAL DOCUNIENT. Drawing No. FD4612, titled "Prtcast and Prestressed Lintel Details", sheet I of 1,
Quality
2002.
1. Letter ftom Cast -Crete Corporation, dated February 03. 2012, signed and sealed
Parr ino, P.E., cert6ing compliance with the Florida Building Code,
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"
Litftl Safe Load Tables", sheets I through 3 of 3, prepared by Craig ParTino, P.E., dated March 24, 2003, last
z Cast -Crete Quality Sjntem Manualfor Prestressed Products dated 2002.
by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010
6.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821-18
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the
2.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 0"320.09
Edition
A.
DRAWINGS
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
A.
DRAWINGS
4.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07
1. None.
date by the Miami -Dade County Product Control Section,
1. Drawing Ne, FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1,
A.
DRAWINGS
B.
TESTS
MISSILE LwACT RATING: Large and Small Missile Impact Resistant
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, filled
L None.
1. None.
LABELING: Each lintel shall bear a perinanent label with the manufacturees name or logo and the Miami -Dade
"Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables", sheets I through 3 of 3. prepared by
County logo.
Craig Parrino, P.E., dated March 24. 2003, last revision datedMarch 11, 2008.
B.
TESTS
C.
CALCULATIONS
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
1. Mone.
1. None.
change in the applicable building code negatively affecting the performance of this product.
B.
TESTS
1. None.
C.
CALCULATIONS
D.
QUALITY ASSURANCE
TER.M]NATION of this NCIA will occur after the expiration date or if there has been a revision or change in the
1. None,
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
C.
CALCULATIONS
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
1. None.
D.
QUALITY ASSURANCE
E.
MATERIAL CERTIFICATIONS
any section of this NOA shall be cause for termination and removal of NOA.
1. By Miami -Dade County Department ofRegularopy and Economic Resources (RER).
1. None.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
D.
QUALITY ASSURANCE
the expiration date may be displayed in advertising litemture. If any portion of the NOA is displayed, then it shall
1. By Miami -Dade County Building Code Compliance Office.
E.
MATERIAL CERTIFICATIONS
F.
OTHER
be done in its entirety.
E.
MATERIAL CERTIFICATIONS
1. None.
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
1. None.
Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, A E.
shall be available for inspection at the job site at the request of the Building Mcial.
This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E - 1, F,2, E-3, EA and
A. Ma kar, P.E., M.S.
14 AyAn_.�
y A. Makar, P.E, M.S.
E-5 as well as approval document mentioned above.
The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S.
ilmy'A. Makar, P.E., KS.
P rokucd Control Section Supervisor
t�,-Melniy
Product Control Section Supervisor
NOA No. 2041630.15
Product Control Section Supervisor
NOA No. 20-0630.15
NOA fqo. 20-0630.15
NOA No. 20-0630.15
Expiration Date: 09/11t2023
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
Approval Date: 09/20/2020
Expiration Date-. 09/1 V2023
Approval Date: 0&20=20
Approval Date-. 01V20t2020
Approval Date- 08/20/2020
E-2
E-3
Page I
E-1
Cast -Crete USA. LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMrITED UNDER PREVIOUS APPROVAL # 18-0424.04
A. DRAWINGS
1. None.
B. TESTS
1. Mone.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E, MATERIAL CERTIFICATIONS
1. None.
F. OTHER
1. Compliance Letter with the Florida Building Code, 2017 Editior; issued by Cast -
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14
A. DRAWINGS
1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details". sheet I of
1, prepared by Craig Parrino, P. E., datedWarch 24, 2003 and Drawing No.
LT4612, titled "Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables ". sheets I
through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
revision dated June 12, 2014, all signed andsealed by Craig Parrino, P. E., on
January 22, 2019,
TESTS
1. None.
C. CALCULATIONS
1. None,
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (REIV.
E. MATERL4J, CERTIFICATIONS
1. None.
F. OTHER
1. Article of Conversionfor a name change.
L;Aelmy A. Makar, P.E., NLS.
Product Control Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09111/2023
Approval Datr. MO/2020
E-4
Cast -Crete USA. LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
9. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
I. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
Crete US,4, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast -
Crete USA, Inc., dated 06111120, signed& sealed by Craig Parrino, P. E.
� Aj�__ -
j7 Hetiny A. Malmr, P.E., M.S.
Product Control Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09/1 I/M3
Approval Date: 0=012020
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SHEET NO.
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May 27, 2022
W"wl4lm - - - I" IRI!Mmllm TrI III: . . . . . I -'Mil" 111, .,� - IV Ow"
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TILLIT TESTING & ENGINEERING 0 P
22-IMAEPORTS;
6. MATERIAL CHARACTERNSTIC11 ANDAPECECAMM
__ _
WkrTFgt A. TM=, ALI, P.E. *11101.
A e= N. =7
Large missile Impact and fatigue load tests were performed under Protocols TAS
201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
$had be strictly In accordance with General Notes and Components Indicated on
sheat 1, 2 and 22 of 26, of Product Evaluation Document [P.E. D.), drawing
A CA UK..0114719
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
No.20.1 76. Anchor specificatons shall be as Indicated on *heats 1. 7 and 21 of
Testing, Inc., Reports # 96-509 dated 08/0911996, #W67O dated 09118/1996,
26, of Product Evaluation Document (P.E.D.). drawing No. 20476.
PRODUCT EVALUATION REPORT
#96-T30 dated 09120/1 996, all three signed and sealed by Hector M. Medina,
P.E., Fenestration Tealf ng Laboratory, Inc. reports 0 2032 dated 04118/1998 and
# 2126 dated 10/06/1 098 witnessed by Gilbert Diamond, P.E. and Report No.
7.,UMITATIONS AND CONDITIONS OF UAL
REPORT NO.: 2"720.01
0219.01-09, dated March 4,2009, signed and sealed by Edmundo Largaospaida.
P.E. and Henry Hattem, P,E.
?.I. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
DATE: July 28, 2Q2O
Tensile test report No. QCM-I 97 by OC Metallurgical, Inc., dated March 13, 20DI
on shout I of 26, as well as General Notes X 1 thru 4 and I I thru 16, indicated
on sheet 21 of`26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
PRODUCT CATEGORY: Shko"
signed and sealed by Frank Grate. P.E.
prepared by Tifteco, Inc. and signed arfill sealed by Walter A. Tillit, Jr,, P.F,
PRODUCT SUWCATEGORY- storm Panels
2-L 87 UCTURAL ENGINEERING CALCULATIONS!
7.2. Product may be installed wfthln HIGH VELOCITY HURRICANE ZONES as
PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
On 20 Gage Galvanized Steel Storm Panel for maximum penal length vs. design
wind load, as wall as maximum anchor spacing vs. design wind load and panel
defined on section 1620.2 of Me Florida Building Code.
MANUFACTURER: 92[obal ProtestIon Ptodurgis I LC,
length based on rational and comparative analysis, and In accordance with
section 1610 ofthe Florida Budding Code. Calculations prepared by TIfteco, Inc.,
7.3. Product shall only be Installed Into poured concrete, concrete block, and
wood ft me sbrudures.
4800 S.W. 61 Street
Davie, RoOda33314
dated 11103/N and 03112JIS, signed and sealed by Walter A. Tillit, Jr., P. E.
I. -PURPOSE OF EVA UAT ON:
3. MISSILE IMPACT RESISTANCE4
Product Evaluation Report prepared by Walter A. TIM, Jr.. P.E. (Florida License
This Is a Product Evaluation Report Issued by Walter A. TIIlIfF Jr.. P.E. (System
Large missile Impact under section 1826 of the Florida Building Code, as per
TAS 201 Protocol.
No. 44187), President of Tillsoct, Inc. (Florida CA-000671 9).
ID 0 1906) to the Global Protection Products, LLC, Rule Chapter No.
J,010,14#141I
61 020-3, Method I D of the Florida Department of Busillness and
Professional Regulatlon.
"14D LOAD$_RESISTANQE*
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
FM w A T14 ,�, *
k%,�, 41�
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This product is being issued an Evaluation Report as described herein, and has
been verified for compliance In accordance with the 2020 Seventh Edition of the
pressures. Maximum panel length shall be as Indicated on shoutri 8, 10, 14, 15,
16. 19,25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawling No.
, _ , ... . 1.
11 -
��.:�� -11=" . 44157 1.
I I .
-7�L ____:�7- �
t;�-;o
Florida Building Code, and to verity that the product Is for the purpose Intend ad
20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 0, 10, 1 1,
14, 15, 1 T. 18, 19. 20 25 and 20 of 26. Of Product Evaluation Document (P.S. D.),
.*
1 TBI I*
1. .
.
,-??/
- ��.. STATE OF ..:95:
.
at bast equivalent to that required by the Code.
drawing No. 20-170.
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I.*
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This Product Evaluation Report ishad be su*ct to review and revision In case of
5, INSTALLA11ON,
. ,,.;I .......
N,',:! �i6 � � C ."
4i0w
IIIIIIIII
a Building Code change that may ~ lis Ilmitations and Conditions
Installation shall be performed strictly in accordance with details indicated on
WI
2. EMIDENCE SUBMITTED;
2.1. ERODUCT EVALUATION DOC
shouts 3 thru 7, 1 0 thru 20, 23, 2A and 26 of 26, of Product Evaluation Document
(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
D�l TILTECO ADMON RIECORDS � P. 5. PEPTORT.26 k GLOBAL PROTIECtION PRODUCTS, LLC Ii 20 GAGE
GALVANIZED STEEL STORM PAI DRANG A 20-176 %REPORT# =411"
9 _UMEn(EX4"
Drawing No. 20-176, trded "20 GAGE GALVANIZED STEEL STORM PANEL",
indicated on sheets S. 14,16,26 and 26 of 20. of Product Evaluation Document
(P.E-D.� drawing No. 20-170.
sheets 1 thru 26 of 20 prepared by Tifteco, I no.; signed and sealed by Walter A.
TIllit, Jr., P.E.; dated 07/28/2020. This drawing Is an Integral part,04416
f1h
Evaluation Report. %JAI
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8 3) IN CAU THONT PIRECASI STOW, OR PRECASIT' CONCRETE PANELS, STUCCO OR WOOD BOARDS K FOUND ON THE
on, Ris - OLAMMAD
EMM WALL ANCHORS SHALI. K LOOK ENOUGH TO REACH THE MAIN STRUCTURE OD" SUCH PANELS
I smm PANEL SHOWN off THIS PRODUCT FWUATIOR DOCUMID(I APED,) I" IM VERIFIED 1`01111 COMPList" 04
ANCHORAGE SHALL 91 AS &IDMOKO IN 11I NO IN GI
ICCO14MI14 WIN THE 2020 (7th EDITION) 01 THE MMM WOLOTMIG CODE
(C) 10_QMDiia_=.0ft_ smon"
DESIGN WIND LOADS SHALL K DETERMINED All PER SECTION IWO Of 1111E ABOVE MENTIONED CODE,
: =6 nS= Mi"MMELD"ITAM"NALff)
= air_,All��
1/4-0 TAINCON ANCHOR& AS WMWAM Vir BUILDIX. INC,
: #1410 PANDA#ATE FEkV,LE 00 N40 PANIFLIANIC PLUS ANCHIORTI AS WPKWAMRSD Bir 1100 CONTFTRUCYIOH PROOUM
1/4-0 LAC TIC PER KO.S.
MFORR
OWN'KetIVOK4=trr'f'FACMM"K=e-G&'95TWU'W4"WWKAT*7'-
DESIGN PRESSURE PAT04S INCICAI ON SHEETS 7 THRU 12, is, 15, 14, IS AT 20.
- 7/14I . SI WOOD SUSWr. AS OWFORM 6V ALL POINT SCREW. WT FIT SPECIALTY CO.
IN DOM TO VMV THE AWK Colon"I UJIM"It. DESIGN WO LOW DETERMINED PIP ASCE 7-10
SHALL K FOWMEDUCED 10 AS,') DESIGN WAM LOAUS BY MULTFILYW THEM By 0 6 IN ORDER TO
C 1) MINIMUM THREAM PEPCMT*4 MO WOOD Of TAPOON ANCHORS 94AU K I 1/7' 00 2* FOR LILCO PANCLUATE PLUS
COMPME THESE W/ MAX (AI DESIGN P� RATINGS INDICATED ON SHEETS I THRU It. 14, 13. It. If A 20
APO PNOELMME FENINUr 10.
IN ORDER TO VERIFY IMF N4CMft ON THIS PES AS IT= WERE NOT ORR $I . A SA VOCOM 04 ALLOWABLE
C.2) WWAMM THAI PDOURATION Or 112`� NO THREADED
PCINETRATIOTIN INTO STUCCO SHALL K19=F= WOOPOTHI'll"COU"U"W" VSKIIAM" p1odErwick,
PNM 11101111 WM LOAN WAS JIM USED 14 T�� ANALYSIS, FLASMOM SPACING 10 WOOD HAS KIX OMRWWD IN
ACCORDANCE WM FILMS. 2015.
C3) MINIMUM UlOr OFSTATICE 01 LAG SCREIII 04M WOOD WALL BE AS WCATED IN M OFTARTINT;
SMM PAMM'S ADEQUIACV IFOR IMPACT APO WOO !RESISTANCE HAS BM VOW" 94 XOORDWE ON SECT" 1625 OF
THE ABOVE MENTIONED CODE AS PER 40WGW ORTMEERING & TESTING INC MD"ORM 09-5". 96-670 & 94-T30 AND
C.4) MINIMUM PDCMWN OF WOOD BUSWM SHALL K 3/6' 1/4' 0-20 SCAM USED INC K 1 112* LONO MINIMUM
FD"MrQN TUTNG LAS INC. REPORTS 12032 & PI . AS PROTOCOLS TAI TAI AND TAS-203,
SNI SIUCCO IDW, AND I* WMMUM MR WALLS FIFTH NO 81
AS MU AS AMERICAN TEST LAS Of SOUTH FLORIDA WPM IWIIT,011-09� AS PER TAS 201. TAS 202 AND
US "3 STANDARDS.
C 6) IN CAW " PRECAST STORE. OR PRECAST CONCRETE PM". STUCCO OR WOW DOOR* K FOLIND ON THE EIGSTINO;
2 ALL ALUMINUM DITITIUSIONIS TO K 001113-110 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHIM I
WALL, M04ORS SHALL BE LONG U40UGH VIACH 74 WIN sYM)CWK 80" %O RAMs
ANCHORAGE SHALL BE AS UDMOM IN C. 1) C 2) Ar C 4)
1 ALL ALUMINUM SMCU METAL USED AT CLOSUFFES SHALL HAIT 3105-4414 AULOY.
(0) ANCIFORS SHALL WE WVAU.1TD FVJAMK ALL OF THE RECOMMENDATIONS AND ViECITICATIOwS OF THE ANONDes mMWAMKR
6 ALL SIM DW METAL PANELS SIALL HAVE St*UMWL QUAJI SIM ASTIM A-653 C401:11. 50 mmmiw C-90
GALvAiRm STEEL COMMIT JFI SIES Iso (ArtER RM=.
8 PANELS MAY ALSO K INSTALLED "OFNZCWL4LLY FOLLOWING INSTALLATION DUALS SHOWN ON SOCTIOR! 3 Thom" 10 (SWE'T'S 4
FHROUCH 6) CKCIPT TOW KAOUIS (D IF * SHALL NOT Is USED
5 All SCREW$ 10 K S?W*JM STEEL 304 OR 3tG AIM RATES OR CORROSION RIESTIDAW CO&TtD CARBON STEEL AS PER
CAN III W/ bo Iss, YIELD srwcfw AM SO 4`1 Iva" STRENGTH a SHALL COMPLY W/ PLOP" BUILDING CODE
9 0 OWL K THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTUIRE WHERE SHUTTER 6 TO K
24
sELno" I ij.3.4
ATTACHED TO t4SUK PROPER ANCHORAGE THIIS 1HUITTER SHALL ONLY BE ATTACHED TO CORCAUE, KOCX OR WOOD FRVA
BUILDING&
6 DOLTS TO K ASIM A-307 GALVAMM STEEL ON AIS1 304 SURE$ STAINLESS STI WITH 36 1I MINIMUM "EUD
STRENON,
10. CAM REOUVA STORM PANEL WITH LEMOTHS OVIX V-4 THROUGH 12'-4-. AS PER WCT*M III It. I A 10 AM ALYDNUW.S ON.
7 AW"ORS 10 WALL 94AU K AS FOLLOWS
Sit & TO* ON SMEUII 5. 4 * 12 RMVMI)Wly. SHINUL HI A LVO&E AND READILY YkSGU MI FIFISTRUCT114 DPJER OR
TEFJAW TO SECURE PORTICO WITH APPLICABLE REWORC"W OLMC POWO Or *MRCW WARNING
(A) __ I—
1/4-0 TAPCON $I
I I THE WSrA"TON CONTRACTOR is TO = ALL SHUFFIER COMPONENT FOM WHICH REMAIN IN CONTINUOUS CONTACT WITH
- ANCHORS, AS WAFFACTURED BY ItIN INUTUDEX. PIL (MIT, psi)
- I /4* 0 a 7/9* QALFI AmICHORS, As WJJUFACTURED By DETTI PC, (MIN VXOG pI
?HC BUILDING TO PREVCW WND/""
- 1/4 .0 . 3/4' SOUIT-SU ANGhORS. AS DtMWJtCD BY AU. POINT SCREW, 1110tt & SPECKTY GO
12 STORM PAWL INSTALLATION SHALL COMPLY WrIM 31I INCILIMITO 0 ftg WAITING PLUS ANY KNUNING AND MWC PECLqATUM
(Us, C3000 pI
PR&MW BY THE JURISDICTION 04M PERM" is APPLIED to
- 114- 10 FAMELMATE FTIANUF 10 & PANEIMAX PLUS ANCKORS. AS WWWACTUPCD BY ELOO CONSTRUCTION PRODUCTS
(ON, r. 3W
'7-XANCHOft.
15 (a) THIS PRODUCT EVALUATION DOCUMENT (II PREPARED 9V THIS ENGINEER 05 gEhOK AM GOES W PRUMX g#VMAATior,
IF.")
- 1/4'111 CF T AS WNUFACIURED BY 7RU-TAST CORPMTtOk W-3600 P..4)
FOR A SOL SPECIFIC PROJECT. 1. WWM THE SITE OONRITIOAS OVARTE MOM THE PCO.
A. 1) kIM" BOW�DWMT OF TAINCON ANDO" INTO POURED CONCRETE 94ALL ME 1 3/4', 2* FOR PWAUW7E FILMAIE
to) CONTRACTOR 1D,K FilvONSW FOR THE SELECTIM. PURCHASE AM INSTALLATION INCLUDING UWJ SAFUF or THIS PRODUCT
SAM ON THIS t 0. PROVIDED HE,`SHE DOES Nor asmit FiRet THE CMX=4 DICIAILED ON THIS DOCUMENT
0 AM FAMOAALTE PLUS AND 1 1/4- MR OF TAP-CRIP M04a"
CONSTRUCTION SAM AT SITE IS THE CONFRACTORS RESPOW.WLRY
A.2) CAI & S"-SE7 Amaim SKAUL HE 90BEDGED Ilar TWO THE POURED Comemm NO L"MMENt IWO
W THIS PROOLO EVALUATION DOCUMENT OU BE CONSIDERED MALID IF MODIFIED
STUCCO SHALL BE IFTERMITITED, 1 /4* 0-20 SOREVIS USED SHALL K I 112' LONG MOM" SHOULD 511.1000 Exist.
RD I' MINIMUM MR OkiS Wit" NO STUCCO. AV WAY Or HI 9010111 OR ALL T"PtEAM SCAM W/O -41FID.
(it) SOL SPICIM PROJECTS SHALL ME PREMhKD fff A rLOOM WVWBW ENGINEER ON ARCHT= "ON WILL BECOME Of
NUIT WIFIF YANG TIM
EN004M Or RECORD (E.D.R=E PRI AND WAD WILL K RESPORSW FOR THE
USE OF THE TI 1) OF RECORD. ACTING AS A 001"TED ENGINEER TO THE
A.3) IN CASE THAT PRECAST %TO*. PRECAV CONCWM PANELS. PTIVERS. STUCCO OR WOOD BOARDS K rOUND ON Itis
PXV� EWGRW, SHALL SUBMIT TO THIS LATTER THE SITE SPEDIFIC DIMWNOM MR REVIEW,
EXISTING WALL OR FLOOR. ANC"M SHALL K URIC ENOUGH TO REACH THE MAIN STRUCIIARE BEHIND SUCH
PANELS ANCHORAGE 1HALL K AS ME14TIONED IN A.1) ANO IN 041).
(s) THIS Is ED SHALL WAR THIE DATE AND ORIGINAL SEAL AND SMAIURE Of THIF PW"MNOOK
ENGINEER �i RECORD THAT PREPARED IT
(a) !"U
IF "", AFFE ,
1sqWA&_aQh0M 11 ���r
MORS AS MANUFACTURED 111 I I IV BUILD". INC
14� SHUFTFUI MAWFAVURM LABEL SHALL K LOCATED ON A READILY MSOU LOCATION At STORM
PANEL SHVM IN ACCORDANCE Wft SECTION 1701111.3 OF FIOMA SUILDING CON. ONE LABEL
- 1/4* 0 A 7/0' CAU1--W ATICHORS. AS WMWACUM IN DCWALI INC (AMW II II
SHALL BE PLACED Tom EVERY cKFam. LABELes To cows,v WITH SECIION i 70j.2 OF w
- 1/40 1 3/4- SOLID -SET ANCHORS. AS WWlOM BY ALL POINT SCREW. DOLT 4 SPTCALTY CO.
FUNK% BUILDING Cam
(WN J� -two TI
- 014- ,a PAWMAATV FO�Z 0 AND ITAMIX460I PLUS ANCHORS. AS ~ACRW4VD BY LLCO CoRISITRUCTION ties CRONM SHALL ONLY K 40 TMOM I
""I"ll I MAN PERMITS IN TOE SIXIL 'to
- ,PRODUCTS (UK t,-"7i Psi)
/4' 0 OF TAP -GRIP ANCHORS, AS MAITA)FACTUTIMS BY Tft-FASI CORPORATION
�-....
�-.... . ..
.. .
0 1) MINIMUM EASKDMEW Or TAPCON ANCHORS. ELCO PANELVATES AND CF TAP-rR1P ANI INTO THE ..� . FLORM BUILDING CODE (1119h Velocity "I g
C
0LOCX V110 SHALL K 4 114- .
` No. 4
...
"'Do" "
167 ".. 1 20 GAGE rALVAMM STEEL a. PANEL I
11.11) CALS-1141 & SOUD-SU ANCOORS SALL K EMBEDDED 7/r TWO IME CONCRETE MOCK UNIT NO
TWO $TQCO0 10V" BE PERMITYU) !14'.-20 SMWM MO SHALL If I t/P* LONG MIN" SHOU
. -
I / 71 iwn
. � _________1
101.01111111 PMCTIOIN PRODUM, UC.L
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Or
EXIST, MO I . MOW.0 FOR WAULS WITH NO Sn1CCO -I ct
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TILLIT` TESTIM13 111, ENGINEERING COMPANY
WIIII31ii�6fXL131T, ii. IFF.- I— . it 0 1,0011
PRODUCT EVALUATION REPORT M.Pr�7�212.1161
FL4:ALRNN.,0NI
REPORT NO.:
20-0727.02
DATE:
July 27, 2020
PRODUCT CATEGORY:
Shultilam
PRODUCT SUB -CATEGORY:
Storm Panels
PRODUCTNAME:
24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER:
Global Protwilon Products. LLC
48M S.W. 51 Street
Davie, Florida 33314
1. PURPOSE OF EVALUATIOR
This is a Produict Evaluation Report Issued by Watter A. TIlIIdl, Jr., P.S. (System
ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
$1620-3, Method ID of the Florida Department of Business and
Prollessilonal Regulation,
This produqt Is being Issued an Evaluation Report as described herein, and has
been verified for compliance in scoordarwo with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product Is for the purpose Intended
at Jeast equivalent to that required by the Code,
This Product Evaluation Report shall be subject to review and revision In case of
a Building Code change that may affed Its limitations and conditions
Z11, PRODUCT EMITIA319N DQCUMENT (P.E.D.);
Drawing No. 20-175, filled '24 GAGE GALVANIZED STEEL STORM PANEL",
sheets 1 thru 18 of IS prepared by"n1tecto, Inc.; signed and sealed by Waiter A.
Tillit, Jr., P.E,: dated 07/2712020. This drawing Is an into 1418
.
Evaluation Report. %�,MOTT,F; 's,
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II N.W. 36th Street. Suite 305, Miami. Florida 33166 -Phone: (305) 871-1 ". .1
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FRODUCTIMALLA370111 RUM Nn. 2041,27, 2
--=
Large missile Impact load teaft were performed under SSTD 12-99 standard 94
per motion 1609.1.2 of the Florida Building Code. Uniform static toads as per
Section 1709.8.3, per ASTM &33O. Test reports prepared by American Testing
Lob or South %r1da, Report # 0814.01 -01 dated 0311 IM2 wftnessed by William
R. MohDor,' P.E.,L BI Moroz, P.E. and Henry Hattern, P.E. and lReport No.
0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
Largaespada, P.E. and Henry Hattem, P.E, Large missile impact and Cyclic
loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida
Building Code. Test Report prepared by American Testing Lob of South Florida,
Report No. 1123.DI-10, dated November 23, 2010. signed and sealed by Julki E.
Gonzalez, P.E.
Tensile test report No. DCM-198 by QC: Metallurgical, Inc., dated March 13,2000,
algried and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as
per QC Metallurgical Report No. I OKM-I 318, dated December 1, 201 0 signed
and mated by Jerry Jaclofiano, P.E. as per ASTM E-8.
L3. UMQTURAL ENO NE RING CALCULATIOI
On 24 Gage Galvanized Steei SItorm Panel for maximum panel length vs. design
wind load, as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis, and In accordance with
section 1604 of the Florida Building Code. Calculallons prepared by Titteco,
Inc., dated 12/1 StiO and 0"7/13 (Illor this revision), signed and mated by Walter
A 71111t, Jr., P.E,
3. MISSILE IMPAa RE31141MICE.:
Lailge missile Impact under section 1809.1.2 of the Florida Building Code, as per
SSTD 12-09 Standard and TAS 201.
4.,NND LOAM RESISTANCE
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures. Maximum panel length shall be as indicated on sheets 3, 9. 10, 11,
12 and 17 of ia of Product Evaluation Document (P.E.D.), drawing No. 20-175.
Maximum Anchor Spacing shall be " indicated on shests 5, 9, I 0, 1 1, I$ thru 16
and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. MITS.
24 Gage Galvanized Steel Storm Penal has been verified for code compliance to
work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
III I
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Installation shall be performed strictly in accordance with doWls indicated on
sheets 3 thru 8, 12 thru IS of 18, of Product Evaluation Document (P.E.D.),
drawing No. 20-175. Minimum "potation to glass shall be as indicated on
sheets 3, 6, 13, 14, 1 S. 16 and I 8 of I 8, of Product Evaluation Document
(P.E.D.), drawing No. 20-176.
11,MATMALIG RACTERISTICA AND SPECIP&MONSe
Shall be strictly in accordance with Gen" Notes and Components indicated on
sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
20-175.
Anchor specifications shall be as indicated on sheet I of 1 8, of Product
Evaluation Document (P.E.D.), drawing No. 20-175.
7. LIMITATIONS AND COMMONS OF USE;
7. I. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated
on shoal I of 18 of Product Evaluation Document (F.E.D.). drawing No. 20-175
prepared by TIIW,P, Inc, and signed and sealed by Walter A.T1111t, Jr., P.E.
7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
as defined an section 16202 of the Florida Building Code.
7.3. Product shall only be Installed into poured concrete, concrete block, and
WOW frame structurm.
Product tvaluallon Report prepared by Walter K TIN, Jr., P.E. (Florida License
No. "iffn, President of TIfteco, Inc. (Florida CA-0006719).
WAI
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SHEET NO.
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WALL AND FLOOR MOUNTING INSTALLATION FO
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My
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,
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NOTE MULLION CAN ALSO BE
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(019 PANIM OPOM W1 rUlf top a BOTTOM)
sk"
SWAUATM ALTIERNATME
SCAM' 1/0
Alm.
1. INSTALLATIONS ARE ONLY VALID FOR BUIUDINGS WITH A.S.D. DESIGN LOADS
LIP TO +55.5, -72.0 p,v.f. AND PANEL'S LENGTH UP To a' -a'
I FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
PINE NO. 2, W/ SPECOX DENSITY OF 0�55 OR EOUAL
TOP & BOTTOM MOUNTINGS CAN BE
COMBINED IN AW WAY TO SUR ANY
INSTALLATION.
T4*W
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III
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5" 3101LUA RAMON
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OINK I.qt Ko"AAMILSIN/Op SWETT . _r
w/o REGULAR MWAS
(SEE "on I
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A
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SCHEW ON
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WALL MOUMMIG INSTALIATHM WALL AND 3/32--1-
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NOTES ON - SISTE, AWALLATIOlt, r--% zm up
1. L*t SAFETY = = m LOCXTED AS AN 00 PANEL (FURST OR LAST PAHEL) - - - - - -
00 AS AM INTERIOR PANEL CAW PANEL LOGIN" IN KTWM END PANELS�
PANELS No Olt MAY NOT ME INSTALLED WWW TO PCOVLAR AWLS W
LIFE Sot"
M
( / / A .)
Lmn COMOM OF 0.039 GALVANIZED STIn S70FIM PANEL AS
PEE
SECTION B-8
PER BMW 2 Of OIRAWW.
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SCALE 3/32--l'
TO BE REMOVED 011 MISIALIED FROM W *131DE OF
STRUCTURE
1
J. UFE JEWRIS KTX DOE
PER SIX M-4 COMPONENT (D WrMV TRACk T
OE 2 OF WANG
71
4� Min, LDWVW FOR COMPONII%rf 4D is TV.
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IWLMO CODE (Wqh VSL*efty 0
Ma. ANCHOR SPACING FOR COMPONENT 4DAMCMOR4GE AT BOTTOM IS OWN ON
I'LlOw M
GALVANIRD
20 am STEEL Sim PANEL
SOBEDULDE �& L &MEET 14.
COMPONENT MAY BE PERMANENT OR WAWAWX
s SEE DETAILS MR IINSTA"TlOk INTO wOOD FRAME PJLDNM ON SHErT 15
t
GLOBAL MOTEMON PRODUC75. LU
w
3334
6 SEE SHIM 4 FOR MAL APPUCA&Z TO THE NECESSITY FOR THE WALLATION OF
,NONE M)IM fft M4)00-=?
SPACERS AT TBACXS 06VJIM ADJACENT AND MOND TO SftOCO/%IOOO WIDE.
04
MAXIMUM A.S.D. DESIGN PRIESSURE RATINQ (a.m.f.) AND CORREWONDI
UMMUM PANEL LIENGTH 00 SCHMLIE
tIaLiffi mv ipyin MurLm'It &tu mwmr�Armft AS Man tur,t-It vNiot I. It . .1
M-
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rJm. Um
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VNIOUND
I THIN) 6 a 7
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2 ye
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W-e OR um
3 */r
I 11I to
100110 Al 1/4111-10.11 Is. W~ a GIVIAP a N"mffi OF PR14L
MAXIMUM A.&D. RE RATING 4p.s.f.) AND CORRESPONDING MAXIMUM ANC14OR
SPACING SCREQUIE rQR REGULAR STWU PANIELS INSTALLATIONS
INTO EXISTWO CONCRETE& COWACH WS
WD ONLY FOR AAMELS(l)& Q MWMATIONS AS PER smnow I Twou 7. ON INSETS 4 a III
AS&
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PREPSUM
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APPLICABLE To
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1. INSTALLATIONS ARE ONLY VALID FOR BUILDWO WITH A.S.O. DESIGN LOADS
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2. FOR NEW WOOD FRAME CONSTRUCIIION; WOOD MEMBERS TO BE SOUTHERN
PNE NO. 2. W/ SPECIFIC DENSITY OF OAS OR COUAL
TOP & BOTTOM MOUNTINGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
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STUX 0 EVERI
PANEI
INSTALLATION QUAILS FOR REGULAR PANELSnl
INTO EXISTING WOOD STRUCTURES
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MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND
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INSTALLATIONS 114TO CONCRETE & CONCRETE W=K STRUCTURES
- - I
NONNI
mill-,
111111
1111111
M%Xmm Ala
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PRESWAW
wood, LI-ri
WPM
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DETAIL 2 nMR MOUnNG INSTALLATION (APPUCABLE TO SCHEDULIE 2)
SCAM 3/ir - I'
MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDI
MAXIMUM PANEL LENGTH "`LM SCHEDULE
.7-c
Moov.
1
No.
six
299 sm Is FOR mmm YORE 0 ORCM MR ontumms "m no FNW IMILDIMS.
MMIMW MMC"OM VACON AM MINIMUM CODE OWANCE AN 01000010 ON THIS GOPION&L MR
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"CUM QKM= Low FACTOR SMALL NOT OR LOS Imm" Wo" WACO
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No.44157 1
(IIALID ONLY FOR PANELS 06 0 0411TALLATIONS AS PIER SICTIONS I THINK) 10, ON SINITS 4� 111 6)
MNQ%m
MAGIAN NXMM WACMO FOR ILA - 3 I1r
ALILD, On"
UP=
OF TAP -ORS
014.11-Iff
rweLlim Fowl 0
mmiumm PLUS
I" SET
APPLICAM To
UCTIONS f a
MAXWOM Poft
polsom
mw
(P.L)
TO DISCRETE
To
@LOOK
TO COKOM
TO
comewt
BLOCK
TO co"CRIT!
W&M
ALOOK
To M4mm
-
To
CONCRETE
@LOOK
To CONCRETE
To
KM
to coo�
TO
OVA"
Aw mmvsm
or goo
wom ow
N/A
N/A
N/A
MIA
M/A
r
N/A
IN/A
N/A
I (lop)
1.
4.
W/A
N/A
1.
N/A
M/A
I MOTION)
6.
%/A
WA
N/A
1.
MIA
1.
N/A
I.
N/A
N/A
%/A
2 (TOP)
W/A
N/A
a-
N/A
'. -
-
N/A
1.
N/A
N/A
N/A
2 (Wnm)
+56A -nD
MIA
N/A
N/A
0.
"/A
61
N/A
MIA
IN/A
N/A
3 111 4 (TOP)
>r-jr TO W-e
OR LESS
-,
'.
N/A
N/A
1.
1.
1.
1.
1.
-
1.
N/A
N/A
3 (BOTTOM)
N/A
-
III/A
MIA
1.
N/A
61
N/A
1.
"A
N/A
M/A
4.
WA
N/A
8. -
1.
r
1.
I
1.
1.
N/A
N/lk
4 At 7 (BOTMT )M)
W/A
N/A
12 1/2"
-
1 6 1/4*
12 1/2'
0 t/4-
a 1/4.
a 1/4*
1 6 1/4"
6
A
(TOPAKMOM)
IMO. -W3
W/A
N/A
12 1/2-
6 1/4-
12 1/2-
4 1/*-
6 1/4'
6 1/4*
1/4,
N/A
N/A
I (TOP/parm)
-8, To I I,-,r
+55A -72.0
N/A
M/A
6 1/4'
M/A
-
0 1/4
N/A
51/4-
6 1/4-
0 1/4'
6 1/4-
M/A
N/A
6 VW/BDTTOM)
'--W TO ll'-2'
N/A
N/A
N/A
W/A
N/A
M/A
N/A
N/A
0 1/4
6 1/4
6 1/4
1 1/4
S. 9. 10 (TOP)
+43JL -48.0
Ir
41
N/A
N/A
N/A
NIA
N/A
M/A
4.
1.
a 1/4-
5 1/4-
a (BOTTOM)
12'-4'
ORLESS
N/A
N/A
N/A
N/A
N/A
N/A
6 1/4-
6 1/4
0 (BOTTOM)
ON LOS
W/A
/A
./.A
N/A
N/A
N/-
"/A
M/A
0 1/4'
6 1/4- 1
a I le
1 1/4'
10 *"TOM)
SIR *U% 10. 11 AM It fOM MOCK "M III SPACING FOR OWWUA104 WW =0 MINE SULNM
j:�AWN000= AND MINIMUM 11W OW44M AN 9=00 ON IHMS SCNIOXAX TOM ED LESS
REDUCE ANCHOR SPACSIO IW WAlftWO SPICING SOW ON SCHIMIAE IV
"a FOUANM FACTOItL PoW IM OPIMATION TO BE POSSIBLE IMED1,100) VWM COMINED UPC 1ACTOR
J" "IME At Nam MIND
IMAIJ. NOT If LEN THAN mommum VACM OCIGN110 "A bam AMC
ANCHOR Y"
4�!
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uvw
or Imp-W
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NAWw 10-6maem
-
2
3
1,/1
31/1
3.
7 A .9
10 0
too
I 'As
7 77 1
INSTALLATION DETAILS FOR
INTO EXISTING WOOD
REGULAR PANELS(l A A
STRUCTURES
114-10 PANDAWE PLUS
V
EXISTIMC WOOD HEAVEN
OUSTING wCCQ "EMIN!"
Dow sm 0,
WOOD HEADER t
SAM It
FOR MIL
To_
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(SEE 4011 1)
501;
cow sm 0
6 114. *c
k
11K. PAMOCLIVI'm
(m Man 1)
MAX
or-
V
,
METRIC
NOW HEADER
RAW WO III
a Ile oc
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(SEE NORT 1)
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Of
MIX
PVWMTM AT
ME MVAMTH OF RAW
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to PoKLWAlt PLUS _g4C.0
2"' ;BOLNII
REOLOO NO, Sam OF PLATE
AT MEMMITH OF PLATE
DIRECT UQUWT on luslAuAilas mgmy bmky INSTALLATION
WALE 3/0-1- SCALE 14-1-
1. $WAUATIONS MR ALTERNATIVES III. SIR IOW ONLY VAILD FOR NO,
BUWNGS BIRTH ASO DESIGN LIDAM UP TO +43A -48.0 "J, AND
PAMEL's LENGTH UP �6 12'-4-
L FOR NM WOOD "WE LONSTRW-: WOOD MEMINEIRS TO BE SOUTHERN
MINE NO. 2. W/ SPMWIC 0007Y OF' 0.55 OREOUAL FLOWDA WJWNG-COI
am *Am, OIL
d OF SECDONS, 20 "BE CALVANIZED
TOP A BOTTOM MOUNT*Hcs CAN K
COMBINED IN ANY WAY TO SUIT ANY GLOW 11mcm
INSTALLATION. MID
1.,4
-j
10,
MICE`
ALTERNATIVE I ALTERNATIVE 2
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01
to
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go :ATION
PUS * r O.C.Z1 vIr M. Boom 3m
poloomm 10 W'"M
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WALL MOUNTING I i
ALTERNATIvE 1
SCAM 3Ar I'
I, IMITALLATIOMB AREZY
=1114 SUIUMAICS WITH A.S.D. DOPON LOUIS 10 TO
*WA -72.0 pol LEMON to, To @,-r.
k MR HIM WOW MW 10 BE 3.1.001
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SH 1 . 1
pw , jily ',I �� 1111 rff�� 1, � I
-- ANCHORS (SEE SECTIONS ON smem LT. is. IS& 201---- -
13- MAX. 307. 0/17. VAIL 411/17. RMIL 3: MAIL
70m a w/2. W/to� 7WAs A WAIT
C"i
"�lxxx
AWx;IAA4
Li AUG.' MAX.
PANEL LENGTH
(SEE SCNEDUW
Ir
7 T
T
CAL@
wa mur a up a we 1*& 3 MAX,,
;19 IW/AD a ON/30
I. MIN
------ -ANCHORS (WE SECTIONS ON SHEETS 17. 19. 10 & 20)_
OPTION #2 FOR UFE SAFETY STORM PANELCD ]ELIEVAT10ki
WALE 311r-l- /r toax. GAP
�<DGAQ LOW
Gamur -_4
(i)m sAn"
p"ll ww
SECTION A -A
SCALE 311r.1-
ITINN zi I $)N lc�m "TY41! 111"EJ-1-Z 14 M I C let 9. M I 011
MAXIMUM A.SZ.
DESIGN PRESSURE
Max, PANEL LENOTH
L (ft
MIfDMUM SEPARAMON
1
PANEL
1
RATI14G (p,m.f.)
.)
(SEE SECTIONS)
TO CLASS
CONDITION
+55.0. -72.0
a' -a'
2 3/4-
UNBOLtED
vu
VS
vpm Is r D.C. .7
114"Am
WOW
WAM No= mum
Ile
I
r
MA,
(D CD
*L, Mo. CLASS
an W;4"wm
PANEL UDIM I'm I@) V MIw
tur NOR, I KLOW) Imal LENGTH "'Isms -
cm "m I KIM 0 GLAN
ammom--
06 ow 19)
04 NUT
7
G
cow. COW.
3/32- VIM NUT 3/3e OW
i WAM 0 IS I/r D.C.
-(-oRv)
TAPIM"s 11 cc,
STUP)
THRIADED THREADED
OF PtA3r or PLAn
PLATt PLAW
AL
AIMN
I All
0 RIEGUILM FANIFI 0 Wp%% WILL
SCALE 3/6*-1" SCALE 3W- I*
I. NWAUAT04 Allf OWT WILD MR WITH A.&C. DESIGN UORDS
UP To ." -7ZO PW AND AAMMIL'S LOOM UP 10 W-Ir 140.
2. MR NEW NOW MW COMMITRUCTION� - ODOM 70 K SIXIMAN
POW NO 2. W/ SKCFIC DENSITY OF O-W OR (QUAL
0 a, O.C.
F WOOD
Ile
UK
CD
V ANN, GLASS to
PANEL LOOM
(Su "=I I KL&4
PANEL LENGTH
(Su NOTE I nummin
-A
Imowam OF PLAnl
_0
.0,
MA W/
NUT
At$ W/
1 12 lIr O.0
W. NUT,
WASHM (KIOND)
APOON 0 Ir O.C.
r MAL THOLACIO
kU* AT MOINDIN
it L
RAW "GO MATE
WALL MW Vkja MMIAMN
a UFIE SAFFff F
Be" 3/6-.1 .
COMP NENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
-mmol (EFFECTIVE WvTw)____
l3w
2244-
0.0"* bin Timm
GALVA"MIED 8?m
AITIM AlW it
TYP. GPM so
0-0 of".
_�JIIITAL A
48X
MUM 'h" TR=
IT/ "Dow OK
IMUMIC Y" WTAIL A 2.� CC-
R"DIED CONNER 0 ENDS OF PAWELS -4
END UP W1 MEMINIED tDOE.
(N.T.S)
ftJ* TUCK
r 125" ONI-76 MUM. ALLOY
.......... .
7w
: NO. 44167
is:
ON= mum mt
OF
3*vj%!(Mam.) ALUM, ANGLE STOP MR ......
111" LONG
OF-M
6063-75 SM. ALLOY
�-2.591'- 1-
2.M' -7 1
Tm
2.244'
16-
REVEnm "u" JUCK
51 Max.
2"m:3'(Upm.) ALUM. ANQLr
POURED
OR .=I" �
am fjoum �
ow to
INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFEN STORM PANEL SYSTEM
INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
;7~ Ame"m Q4; YAPODM AICHONS VAPCON ANCHORS
; TAPCON APIONORS
D.C. O.C. CC
A
BLOCK WALqm 1 12 BLOCK %vUmw AM RIALWW
114-
T
L10 L Lo,*
SIT.
_0
OMME - *
itCLASS
A
C,
vwi- v G,
IT
(D
ECO
L
41ss. ws, w/ 4"s.& M& G/
on Nks"Em /a Wm KIN WASHER
71 0121/2-04 1 i:vomo
3/32, woe NUT
TA -CON APOIM 1/4- TAPODN AN04M
I/I, o,c A t1r CC
(VAGUM W/ SM)
POURED CONCRETE CG`K"m momem
OR CONCRETE @I= O"R � am COMM LOCK
REGUNIM ACQUIRED REQUIM
WALL MQUUM IWAUAM I IN Alihm mu malmno-A "P.-Am w#11 mQLjJw mi j ATw%M
a Main 8 JUMAKIL a ZmAm
K 0 uff PmfL
SCALE 3/a--I- WALE 31r-l- SCALE 3/r.1, SCALE 31e.l"
Sot SHUT III a so valt ANN= "m k
Now 7m
WOOM FOR AWMAN1004 AGO WOOD
ist. now Wom GO
A
oftem BUUW&
upow Ako" IPm"m 40 Mufto
GKIK INGIAMIX AM WPIAM ON INS
*.a
3
NO ED U= TIM MOCAM ON
MIA901111) SPACING SHOWN ON MO"
alkml
mma as sm woo
IBM
ITT 14 FOLLOWING FACTOR111 - 1_
wmm To K "a" omm
as
VAONG OPINION U1111011 PZM =IM111
K um Tm OWN 910001;
FOR IMON ANOMOR TM 0% TIM CNIA,
r
ISO
r
r& if
- - - - - - - - - - -
70 MAIN,
fm *�ML, -
: I PANEL UNOTH
04
.AM*-
ISEE 4= I KLOW)
r.41 WOOD"
��79 3/32 WIND NUT
;/A-
Kall"Iso
0 6 CC.
AT MANOTH OF PLATE
umkm JNWAI I ATm
SCALE 3/8'.1"
1, OVALLAII016 AM ONLY *= MR DULDINGII WITH Asa. OEM" LOAN
UP TO 450-5. -72.0 PU AND PAMUS LENGTH UP TO W-V
2. FOR NEW WOOD FRAW CONSIVIUCTIM fAMPERS TO BE SOUTHERN
PIWC NO 2. W/ PWM DENSITY OF O.0 OR EQUAL
*4
um L 4 mum
CAL
I= L I III I
W H 4-HH_i4i Hii RH 11HRIlill.-I 11111
L.3,4 t I SM MUM 4 WOOD PON ANCHM sm
UNCOM 8ww ft To
OW/ OR wve-0
TVr_4L ELMTM FOR SERn m opml=jlow w m
IMANZWE To cKof Immu
E-Z HMO sm A, AT C FROM
-0 P"!;L M mmm Pdw 0, !T�
_&/41 V.. GAP
X-/ \_/_ \ _/ \ /- \ _/ \ OW
(r-mov OR we (0-0
SW A-1
NOTES
0). E - Z HANG SIM PANEL SYSTEM CONSISTING or pmft
Com. TRICKS TOP & Bottom.
(2) (gD,=3;:WYlS BE CONNECTED 70 BOTTOM TRACK OTHUMSE A STOP 80
A TOP OF SUCH PANELS.
CONSIST Of
Min THUMBSCREW
EITHER OF TWO
DITERIOR FIAT rLANCES or Do PAMM
LS NOT To InNoi (sA. A STOP SM
=9r, z Top Ar al, TO BOTTOM TIM
SPECS Iwom Nm (3) AD&& IN Sue" CmL co"cr" or PANELS
TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION.
C5) SEE SECTION 1', 3' & A- ON SHEET 24 SM ANCHOR SCHEWU ON 54EET 25.
Wow
IAPCON 0 411' O.C.
12* MIN, THALAM
MTION AT WOOD
can's am am 10)
V kft..
Pwl UNGTH
�Sff NOTE I ecum
SIL IN
.-A
21.4* WOOD P�AM _J 3/32* WING NUT
"raw=
li4-10 F*MMWTE Pg.'
0 a
ON. TIM
AT MIONIDTH OF PLATE
0 WF"M 1ALL
sc., 3/s.."
2724 10, V/24111 tm mm J KLOO)
cocom Amommm
-($a Immu a" Next
P%_ PIT! F4
pwar go Iwo 11
40 x L.
UCTO,
TO K AT EACH
ALIMS
We 70 rACLAJm
TYPICAL ELEVATION FOR rLS low IF 7* K AWAILUED FROM
E-2 HAN STORM PAN& S=M I or vlRwTURL
mu Alw - I"
GAP VA. N.. CAP
0 AIR
\_7 \_7 \_7 - S.7
n" 3vw - I-
(I� AV5NMQk.QLAC&%LJ= t - 2 KAM STORM PANS. PSTEM CONSISTING: OF PANEL
iTRACKS AT TOP A PAN10.14ATE PLUS OR Ir LOW
rli BOTTOM w/ PAI9LMlCm
(2), END FAN" SMALL ALWAYS BE CONNECT
TLY W/ 15Y TO 04MING SILL WALL BY MEANS OF
PAMELAIIIIIES Ok No PANELS
RMILL BE CoWerto IF W/
=OR la?w Mw %.Llg-li AS
3 1
ON ) I
(3) FOR CASES WHIDI END PANELS APE At
END PANELS Aft W sm
PROMOV) AT TOP OF
(4). =AV70or END PAMDA AND SOME OW Y
a 0, , =WM*XTA IQL
^VrLY ja MEANS FIA
MAY K USED norm JiiTA-6Q BOTTOM TRACK To WALL
TWO PANELMolins 32 SNOM ON u"TO. W/
M" OMT;%,m. '-*,M Law Aso -
NOT NEED To TRACK % "WAI&NST
SUCH THAT AILKENT RAN" (87 L17T k RIGHT SIDE OF
THEIR OWMAPS ROAM By
INSTALLATION DETAILS
INTD EXISTING POURED
ANCHORS
FOR OPTION #2 FOR
CONCRETE OR
UFE SAFM STORM PANEL SYSTEM
CONCRETE BLOCK STRUCTURES
upcom ANCHORS
VIAIVOW
.-
r.*. D.C.
a
f4mumm
REQUIRED
It
19
fi+-1016 P"Uwc PLUS W/
'_'r16*0 . 31/32' WINO NUT WAGNER
prounn
WAU WykM NWA"TM
a ftmm
hm PANa
SCALE 311r-l-
m ow If a to MR &,CAM Tv" A
Twnt
WPM MR IMMALLAGINS INTO WOOC
16L Mo" womm, 04
3
E
WAS SUILDIMIL
AMMONIUM AICHOR WAMM AND WPWW
WK OOMM AM GODARD ON THIS
'UNIAWAINIT
0
3
3
3 1/1
IIOHlZMlJ FUR L0. LEIS THAN ININXIMP .
sollibl" owco ANCHOR! WAGON; of
MULTIM."m 111109" *am ON $pan"
FAI-3
low 111A.
ON=
IN INC VaLLMN FACRIft FOR -
~101m 10 IS POMML stoum
I
a
WACO MAP= us" rACIOR
K UISS THAN WAMM SPACING 00" NOV
AD
0 am
FOR VCH Aloell" Tm IN 7411 904ow
!�� - --- ----
IAM
I E-Z HANG STORM PANEL OHM ON THIS PROMICT EVIMAMI)ON DOCUMENT (P.E.D.) KAS KIN YERIFIED FOR COMPLWOC! 01
ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORICA GUILDMIC CODE .
DES" WIND LOADS SHALL BE DETERMINED AS PER SM"" 4620 OF THT ASCAN MENTIONED COOL
FOR A WPM SIM AS REOUNIED By THE "ASWnON;" THESE =11 Kh=Alf&AN0
AND eMr
MR A DIREC110104.11Y FACTOR K0.0.85. USING ASIDE 7- SHALL THE LIM D
0010001 PIICSSUK RATINGS INDICATED ON SHEETS 25 & 26,
IN ORDER TO VERITY THE ADM CONDITION, ULTIMATE "ON WINE LOADS DErIOURNED PER ASCE 7-14
SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM SIT 0.5 IN ON" TO
10 COMPAK %UE W/ MAX. ",D) DESIGN PRESSUARE RATINGS INW-M ON SHIEETS 25 & 26.
IN ORDlDt TO VEINFY THAT COMPONENTS AND ANCHORS ON THIS P E.D. AS TESTED WERE NOT OWR STRESS11D. A AM INCREASE
IN ALLOWABLE STRM FOR WINE U)N)S WAS MM USED IN THEIR ANALYSIS. WIENERS SPACING TO WOOD WS BMW
DEl'ERMINED no ACODRDAMCE WITH N.D.S. 2015.
STIORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS KEN VERIFIED IN ACCORDANCE WITH SECTION 1929 OF
THE ASKRIE MENTIONED CODE AS PER IVNESITIVITION TESTING LABORATORY. INC. REPDRI 0 1032. AS PROTOOOLS TAS-201,
TAS-20 AM ?AS-203,
INSIDE INIO THE USE OF A LADDER OR I", THIS APPL"TION IS VIND WHEN MIALLAINDAI IS INT104M To K PERFORMED
FROM TW IN= OF STRUCTURE.
3. SERIES 1000 15 APPL� TO SOW AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS FdOUIRED 10 K
PERFORMU) FROM THE 04SM Or STRUCTURE
4. SERIES POO(I INSTALLATION I APPLXADIA TO SINGLE AND DOLW HUNG *0 HIOROONTAL SLOERS STYLE *104DOWS WHEN
INSTALLATION 15 WOUIRED TO OF PERFORMED FROM THE INSIDE OF sTRUCTILRE.
S. ALL XUMINUM DMUSNONS10 BE 60411-16 ALLOY AND TEMPER. (UNUESS OTHERWISE N0tEO0
4. ALL MAUMJM SOW METAL USED AT CLOSURES SHwAU. HAVE 3105-474 ALLAY.
DESIGNATION W/Fy- WA JIM WTER ROLLO).
& ALL SC%VS TO BE STAISNUESS STM 304 00 316 AIS1 SERIES ON CORROSION RCSISIAMT COATED CARBON STEEL AS PER ON
wa's W/ So w Z STRENGINI AND 90 bal TEM3111 STRENOT" k WALL COMPLY IT/ FLORIDA IIUILDIMC CODE SECTION 2411.3.3.6
0. BOLTS TO BE ASTIA A-307 GALVANIZED STEEL. OR AM 3" SERIES STNNLESS STEEL WITH 36 Lai MINIMUM YIELD SIREMOTHL
10. ANCHORS TO WALL SMALL K AS FOLLOWS,
(A) To mm" POURED CoNeffm
i/4*p TAPCoN AmCHM As ~AcruRm vf oxv. vjqw. INC. (MIN. I't-M12 p.ii.)
1/4 . 0 X 7/9' CALK -IN ANCHORS. AS MV#JrACnWD DY DONALT 04. (MIN, VC-41000 Wj
014- 10 PANDA%TE FEMALE 10 h PAMDLIMITE PLUS AMCHM, AS AANNUFACTUM BY CLCO CONSTRUCTION PRODUCT%.
crt-3350 P-.-L)
A.1) MMIMJM EMBIDOMENT OF TAPCOM ANCHORS INTO POURED CONCRETE VOLL Of 1 3/4- AND 2- FOR P*NEUA%n
FEMALE 10 & FANCLAIATE PLUS,
A2) MINA" EMSEDMENT OF 1/4'0 1 7/8' C4Lk-IN ANCHORS SHALL BE 5 7/5" INTO CONCRETE, NO EMBEDMENT INTO
ANY FORSH MATERIAL SHALL BE PERMITTED.
1/4' 0-20 SS SIDEWALK DOLTS USED SHALL BE LON* EMOVOWSHOULD ANY FINISH MATERML. EX15r) TO DICACE 3/4*
)INTO ARCTIC".
A.3) im CASE THAT PRECAST STONE MECAST COMCIIIM PAWLS. OR "RS K rOuNQ ON THE UNIT411I WALL OR
FLOOR. ANCHORS SK44LI BE LOW ENOUGH 10 REACH TIC MAIN STRUCTURE KHIND SUCH PANELS. ANCHORAGE 11,ALL
EX:: A.1) AND 01 A.M.
(0) T13 OCK vwu�
- 1/4- a TAPODN M04M AS ~ACTMO BY IT W. SULDEX INC.
- V4*00 X ?1r QMX-4N AN04ORk AS W"ACTURfO BY DPW INC, (C-1500 Pei,)
- 1 4-t PANEUMATE FEMMZ 0 AM PANDAMIT PLUS ANCHORS, AS MAMPACIURM BY LCO CONSTRUCTION
PRODUCTS (F.-ml ".0 F
"M"
WINING,,
ATM-1
sm". j1r . I'
A,
d.
'X
_cDAll
A
=.$W 40
i�:7 1=7 �,11:.
cm.
(,N's 313r WING, 0%
mywq
REQUIRCI)
'MAU MQMM ItUALLEM
ZLcmm W
SCALE 3/,.,.
9 1) W*lUM DAUMDR OF TAPCOM ANCHM AND PAPIXUA0119 MIALE 10 & PAMELMAU KAM INTO CONCREN
BLOCK SKILL BE 1 1/0
IL2) MINIMUM EMBEDMENT OF 1/410 X 71C CALK-4N ANCHORS SHIALL K 16 710- KID CONCItm.
NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMIM.
1/4" 0-20 53 WEVALX DOLTS USED SHALL BE LOW DOOKSHOUILD MY FINISH MATERIAL COT) TO
ENGAGE 3/4' INTO ANCHIM
9.3) IN CASE THAT PRECAST STOME, OR PRECAST CONCRETE PANELS K FOUND ON THE DOM% WALL
ANCHONS SHALL K LONG ENOUGH TO REACH THE MAN MmCrulll DET" SucH PANELS ANCHOP"
SHALL W $5 MENTIONED IN 8.1) AND IN 8.2),
(C) ANCHOIRS SMALL BE INSr&LLD FOLLOWING ALL OF THE RECOMMEM[MITIONS AND SPECIFICATIONS OF ME ANCHON'S
MOWACRINER .
It IT PULL BE ?HE RESPONSIBILITY OF THE CONTRACTOR TO VERITY tHE SOUNDNESS Of TOE STRUCTURE WHERE SHUTTER
4 70 BE ATTACHED TO iNSUIRE PROPER ANCHORACL THIS SHVITER $HALL ONLY K ATTACHED TO CONCRETE. BLOCK
OR FRMdE BUILDINGS,
12. W INSTALLATION CONTRACTOR 4 70 SEM./CAUU( ALL VWM COMIADNEW EOM WHICH WA" NJ CONTINUOUS
CONTACT WITH THE BUILDING 10 PREVENT WW/fWN INTRUSION CAULK AND SEX SHLITIER ITUCKS ALL AROUND FULL
LEIWH.
13 SIM W41. INSTALLMION SHAU COMPLY WITH SPECS IMOKATED IN THIS DRAWING PLUM ANY BUILOPIC AM ZONING
REQUIA71001% PRIMED BY THE JURISDICTION WHERE MW IS APPUM To.
14 At" WINDOW AND Me. I - z HAM Smft PANEL SYSTEM. is plow nun
IS. (a) THIS PRODUCT EVINAKNON DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC NO DOES NOT PROVIDE
INFORMATION $0111 A SIM VVCIM PR0*CT; 14. WHERE THE Slit CONDITIONS DEVIATE FROM INE kLD,
(b)
THIS DOCUMENT. CONSTRUCTION SAFETY At sm is THE OONTRACIOYS KSPOMSftlry
(0) THIS PRODUCT EVALUATION COCLIMENT WILL 0 OONBIDEW WWALlo IF MODIFIED.
(d) SITE SP[aft PROJECTS SIWL BE POCANIED By A FLORIDA REGISTERED POWER OR ARCww WHICH WILL
BECOME THE ENGINEER OF KCOft (Z.O.R.) FOR THE PAOLIECT Mo 00 WIL. K RESPONSIBLE FOR TIM PROM
VIE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELECA)ED ENGINEER to THE P.E.O. 00mm. SMALL
"MIT To n" LATTER THE SITE SPECIFIC MAIMS; FOR REVIEW
(a) THIS PAM, SHALL BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATURE OF THE PROFESSIONAL PONDER OF
RECORD THAT POEFARED ff.
% STORM PANEL WMNACTU1111M LASM 944LL BE LOCATED ON A REACKY VoOLE LOCATION AT STORM RAmM IN
ACCORDANCE WITH SECTIONI 170111.111.3 OF FLORIDA MAILDING CODE ONE LABEL, SHALL BE PLACED MR EVILRY OMD#kM
L490JW TO COMPLY WITH SECTION 1700.9.2 OF THE FLORIDA BUILDING CODE.
"
X
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PC GUINL
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m omwxmnm IMPAIRMENTS No
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0"�'ms 2L G"
ilwicon Ow K
CMIN Am few it SUIT A",
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KAUL MR"
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401I.C. -75J
W OR LESS
OF olsor
SOLYID) -
f - I.: S.. jClic
1 2-0 A 3-a
-81WO. -73,3
w an LCIS
-
2 ?/a-
DOLTED .
-
4, a CID,
I �
- WwrZ=4, M M.It' & "ODNvr AT OwMAP IN 40111 or FORD. LENGTH
OF
PANEL
_
=IF.% 41�11 �W_WA,M-! s-- �,1:11� -7 -Wf'"AW`T,N-;-:.;J v �.;-:',l -:!'[,111ITI -�, -.1. �
, �i,L,L�Ii.;,11111�7)i ,r 111 '47iII'llwl" .
, IfIVITif
�.;: 40;11,4111-�.W'. -,:�111�:101K-7-:-�.:flw Ali-�-,: - 14141 9. � '11O-11 it.-ill..-J,
-
p". �-WI-11�4.it�l..�.:;Mml!ilmr!�i �-
MODS
IUS.O 34.
MAISMA ANCHORS SPACM MR I -
___ - G . ; 1/2'
wftxmu to
Ken" f a
ANY ONOWATAM
OF THEN
VAM" PWIX
UVADOM v Ch.)
POW
(P.0.1
TAPO"
CMX-44
PANIMAM rowz 0
I"
To oumm
To �
To �,, , F
I
10 conapm
_jMw_
To O""M
To CONCRETE
11.00(
-
w commm
I
I M
12*
"/A
12*
"/A
12*
k/A
12'
N/A
V a 2, (TOP)
$I*
3.*
lor
1.
w
-
4'
-
11.
e
I
*
12"
1.
1 r
r
1.
6'
1.
1.
.660. -7&3
N/A
-
NIA
M/A
N/A
N/A
MIA
12 1/2-
it'
2, (BOTTOM)
70* OR LESS
r
IN
6 1/2-
H/A
1 4 1/2-
1 N/A
1 4 1/2-
1 "/A
3' (�Rv)
12'
N/A
1 12,
M/A
* 1/2-
1 N/A
I 9 t/2-
1 M/A
3- (WF1WM0
Ir
___L,A
_
�1,2.
N/A
I 2-
-
N/A
1
1 12' 1
N/A
1 41 (TOP)
ir
._
,
1; 112,
12' 1
it- 1
12- 1
w 1
4 . (
* LIMITED TO OLD W. k". DESIGN PRESSURE RATING.
A01% OW 20 FOR AWCHOW YVPS A SINGING 90 *W*AAMM INTO MM
FRAME
ILSAM
60&%M ANCHOR WOOM AND WWW EDGE OWNU AN MOM ON THIS
SOMMULL FOR E AL LESS THOW 09WAM ON SOPMULK Ofta ANCHOR VACING
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At FAM N 'on
4- A GWEN HISCATIK A.sz. onto" utmo.
(7) PROCEDURE TO ctwwg Moun PANEL LOOK
GIVEN A POSITIVE A.&A OnM L&A WOMigg MMON PANEL LUM 'L+' FROM SCHEDULIL
SNOW :=
4=DEMLOAD D�� W" 1:� Nj� Fj%=
Lujor a COUAth
FINAL ,a 1W OETERN ,ED
BE. 'te` im 'L�.
SEE BONGNALE MUM rom MAI. PANEL U"TH I'DOO POROSITY DUN$NGATDNL
(3)
am ARE UMM 70 I go P.D.1, MAIL A.u. OEM PfAIRM RATING
I "'I'LL"'Em" I
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INSTALLATION DETAILS FOR REGULAR PANEL Q
_-�, _- "I _ 7T -, INTO WOOD STRUCTURES 7� - __`_ A ! _ - T ___W__1.1.. I __ - __ ___ - I
. . I __L_,�� , I 4, unwom I�b* ;
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11 , h 1. � ,
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. I i SEE NOT! Foot LIMITATIONS Am
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SEPARATION : V MAIL 10 MAX. I I I � ; I I 1/2, LOAD SUEM.
TO GLASS, r� PANEL LENGTH �. I �
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Sir SCHM i I : PANEL LENGTH ; 'L 11 i
ME: SoNeDIALE I (w SCHEOU11 . , P4141 MATE TEMPLE ID OR PANEL MATE
r( ON SHEET 3) ON SHEET 3) ON SAMM 3) , � � -
i " I I �
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11 _ =j 1. � - ,
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- �, DESIGN LOADS FOR INS DISTALLATION.
I OF V � to _.-L ,_ I
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L_._ "; 0 , , I i CSDE SCHEDULE ON
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F, ; MAL UPWAM la was ITA"_ 11 I
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(SEE SCHEDULE ON 4_1 - 1 .4- MACIS Ile O.C.
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SCALE 3/6-il WIND WAAM am
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FLORIDA 0ULDM CODE (Mon Id9h Velocity Nu am Zone)
N= FOR commumm OF SECTKM: I . INSTALIATION ARE ONLY VALID FOR MAX, ALS.D. : RO. 44167 * "M r'Lum Wc. 14 RACE CALVANIZED STEEL STORM PANEL V.F
:
DESIGN PRESSURE PATING (p.s.1) AND PANEL LENGTHS * I OVAN ft
---------'
:. *
TOP At BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (ExCEFT FOR :*
- am/IM
WMBNNED IN ANY WAY TO SUIT AW ALTERNATE 2W) 1. STATE 0 .. GLOUL MYECM MIDUCTS, UC. ,,,
� /7iLr1E c moge. \
INSTALLATION, . - _1uRIU - am 1.11. a, MM -
.,
SYR DAME IN, MIA
2. FOR NEW WOOD FRAME CON LICTION: WOOD "... ...... * �-&w 5
-------------- a P.&M j 20-17
4 s2v_ r.--, 4 �_ � M)SPI�-imc PM M4)""M
SOUTHERN Net - A......... .111-1
MEMBERS TO BE PIK No 2, W1 SPECIFIC
ONAWN "
I MNSITY OF 0.55 OR EQUAL -
I I-AW."Reaw...'an, C..4*Wlo m -a M
-1 A,
wAJuI & "I A,, FIE, I
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I I
affminainsmarty -a-RMORsulmomeaget
(C) TO 111191ING O= �MAL SPEC1ft_GSAjSjL_A_._ALjj_mIou:
I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PED.) HAS BEEN VERIFIED FOR CDMPLMAICE IN ACCORDANCE
- I/ef TAIPCON ANCMORIL AS WANUFACIVIONED WT I T.W FACED. INC
WFIR THE 2010 (7M EDIFICIA) Or THE I'LORIDA WAAM CODE. INIS STORM PAWL SMALL NOT K INSTALLED At HIGH
- 014-10 PANCLARIE FVA4L1 10 AMD PANELMAIT PLUS ANCHORS, AS MMWACTURCD V ELCO CONSTRUCTION PRODUCTS,
VELOCITY HURRICANE ZONES (MAMI-OADE / NROWAIND
- I/ 410 LAC Sam% Put NAM
ITIESION WIND L04S SMALL BE DPOVOWD AS PER U= OF TK ABOVE MENTIONED CODE, FOR A MASIC WIND
- 711CO . 5/5' WOOD DIM", AS DISTRIBUTED BY ALL POW SCMW. BOLI a SPECIALTY CO.
SPEED AS REQUIRED BY THE AMISDOCTION WHERE WORM PANEL MI SEE INSTALLED. AND FOR A CIRECTIONALITY FACTOR
-O.ft USING ASCE 7-16 AND &HALL NO CXCtED T04E MAXIMUM (ALSDj DESIGN PRESSURE RNINGS IN IM ON M
KO DNA $HE
C 1) MINIMUM THWADID PENETRATION Mfg WODO OF TAPCON M04M SMALL BE 1 1/2' AM 2' MR ELCO PANELWE PLUS
3. 9 TMAUT012 A, 17 to
AND PANEU&IU1 IFEMALE AD
IN ORDER VERW'TWE ABOVE COMMON, L)L"MA?r DESIGN WM LOWS WITTIMINED PER ASCE 7-14 SAL BE FVW
REDUCED TO A.S& DESIGN PRESSURE RATING By MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX (AS.0)
C2) MMMUM THREADED INEWMATION OF LAC SCREW. INTO THE WOW FWME UNIT SMALL K 1 1/2* NO THREADED
DESIGN PRESSURE PAMOS ANDICAM ON $MEETS 3, 9 INRIJ 12 At I?. 18,
PENEISM" INTO STUCCID SHNI BE CDMS1=1O AS PART OF THE AMOM THIREADED PENETRATION
IN OR= TO VVbFY THAT AW44M ON THIS P.U. AS TESTED WERE NOT OVER STRESSED. A 3U INCREASE IN ft4DWMU.
$TISESS FOR MO LOADS WAS = USED IN THEIR AAMYStS. FASTENERS SPACING TO WOOD HAS SEEN DETERMINED IN
C.3) MINIMUM EDGE DISTANCE OF LAID SCRIEWS. INTO WOM $HALL K AS "DOATEID IN T4413 DRAWL4c
ACCOROANCE WITH NAL 2018.
WOM PANEL'S ADEOMY FOR IMPAO AND WOO RESISTANCE HAS BEEN VEIWIED 04 ACCORDANCE 11111114 SECTION 16011.1.2 OF
CA) WAMM ft"NEMPON OF WOOD BUSHING SMALL BE 5/9*, 1/4' 0-20 SCREft USED SMALL K I I Ir L04 IOANNINA
THE ABOVE MENTIONED CODE 05 PER AMERICAN TEST LAS Of SOUTH FLORIDA REPORTS 001114,01-01 ANO 00212.02-00. AS
SHOULD STU= EXIST. AOID I* MINIMUM FOR WALLS WITH NO STUCCO.
PER SSID 12-90 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH I'LORKIA REPORT 1112301-10 AS PER
" US 1103 PAIDIVIOCK.S. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION IM Or THE
?AS-20i -
C 5) 01 CASE THAT PRECAST =W. OR PREEAsT CONCRETE PANELS, STUCCO OR WOW NOMOS BE FOUND ON THE EIRStING
I'LORICA BUILDING CODE
WALL ANCHORS SMALL K LONG MOON TO REACH THE MAIN STRUCTURE ODOM SUCH PARELS.
ANCHORACE SHALL BE AS MENTIONED IN C 1). C 2) ON C.*)
2 AU. ALUMN" MAUSIONS 10 ME 6093-11 ALLOY AND VILIVE111 (UNLESS OIKWU NOTED) SEE SHIrr 2
(0) ANCHORS SMALL BE INDALLED rOUDW4 ALL OF THE NMOMMMUMNS AND SPtCWXAT*ft OF THE ANCMOFFS IAINUFACTURER
3 ALL ALUMINUM SMEF1 METAL USED AT CLOSURES SMALL HAVE 3IOS-Mt4 ALLOY.
8 PANELS MAY ALSO K INSTALLED MOPOZOWALLY FOLLOWING INSTALLATION DETAILS StOWN ON SECTION I TWROUOw 0 CSMEETS 4
4. ALL STEEL SHEET METAL PANELS SHOAL HAVE SnNUCrU0A QUALITY STEEL. ASTIN A-653 GRACE 80 MINIMUM. 0-00 Okwilizo
THROUGH 5) EXCEPT THAT 4A"JtS4Q & (D SMALL NOT Or USED.
STEEL DESIONAMN W/rY- 02 2 IFN (AFTER ROLLED).
9. IT $PAU, BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 49 SOUNDNESS OF THE STINUCIUME OHM SMILITICID IS TO BE
5. ALL SCAM TO BE STAINUIMS STEEL 304 OR 315 Not SERIES OR CORROSION RMSTANT COATIED CARBON STEEL AS PER DIN
ATTACHED TO INSURE ANCHORAGE, THIS SHUTTER SHALL ONLY K ATTACHED TO CONCAM BLOCK OR WOOD FRAME
$ULDNM.
SO Not YIELD STV40CD# AND 00 kw nwinti sy"ENCYN AND smu COMPLY */ FLORIDA axIDING cm SECTION
=8311.
2-1 4.4
10 =M PAWL *Fill LENGTHS OVER 90'. AS PER != 1, Z 4, 5. 6 AND ALTM41M IN. JAN & 4W 4
IN
wM
7 RESINECTIVEM SHALL 01AW A LLCW AND VISIBLE MARKING NWRUCTM OWNER DID TENANT TO
6WITH
a 9005 TO BE A3TM A - 307 GALVANLTEO STEEL Oft AM 304 SERIES STAINLESS STEEL WITH M No MINIMUM MD STRENGTH
SECURE PANELS APPLICABLE REINFORCEMENT GUAM POINM OF HURRICANE WARMING
7 ANCHORS 10 WALL SMALL Of AS FOLLOWS.
I I THE INSTALLATION CONTRACTOR IS TO SEAVCAUU4 ALL SHUTTER COMPONENT EL41ES WWW REMAIN IN CONTINUOUS CONTACT MIN
THE FADING M PREVENT WM/RAIN "MISON
(A) w-USUVIIIIIJBIP-029=
- 1/4*0 TAPCON ANCHORS AS MMAINFACT"RED BY LTA BUILGEY INC. (Wn, I-1-4102 F.A34
it. SIM PANEL ONSIAUATION SHAUL COMMY WITH SPECS INDIrAT0 IN THIS ORNNING PLUS ANY BUILDING AM ZOMM RIECULAIIONS
- I MANUFACTURED BY DINALI INC:
' O.N 7/8' CALK-4N ANCHIORS, AS
PROVIDED By THE AWDSONCTION WHERE PERMIT IS APPLIED TO,
I/
. /: .0 3/e SOUD-SET . AS DISTRIBUTED BY ALL POW SCREW. IIOLT A, SPECIALTY CO
r..3000 p.s.c)
13 (a) THIS PNKO= CVAUAVION DOCUMENT (P.E.0) PREPARED BY THIS ENGINEER a GENERIC ANG GOES NOT PROVIDE NIFORMATION
�w
. , -10 PAWELIAN'TE FORAILE ID It PANELWTt PLUS ANCHORS, AS MAI*UFAC"ED BY ELCO CONSTRUCTION PRODUCTS.
14'0
I JECT. �@, WHERE THE SIT[ CONDITIONS MVATE F THE P.ED
FOR A SM SPECIFIC PRO MOM
- 1/4 AS MANUFACTURED BY DEVALT. *IC
ZAM&C MAJUN ANCHORS.
(b) COWW=R 10 91 FIESPONS01 FDA THE SELECTION, PURCK&SIE AND INSTALAPON NCLUDING LIFE Smyry of nos PRODUCE
A 1) MINIMUM EMBROMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4'. 2' FOR ELCO PANELNKrE AND
BASIC ON THIS P-lb PROVIDED ME/SW GOES N01 NViATT FROM THE CORIDITIONS DETAILED Do THIS DOCUMENT.
CONSTRUCT" SAFETY AT SITE IS TIME CONMACIOR'S RESPGNSWJ"
1 3/e FOR ZAMAC INALIN ANCHORS.
Cc) I" PRODUCT EVRAIIATION DOCUMENT WILL K OONSIGERED INVALID W MoOnro
ALZ) CALX-N a soun-SCI ANCHORS SHAIL OF EMBEDDED 7/6* INIO THE POUJKb CONCRETE NO EMBEDMENT INTO
STUOOD SHAILL K PET40TED. 1/4' 0-20 SCREWS, USED SMALL K I I/?- LONG MINIMUM SHOULD TIVCCO EXIST,
(d) 34TE SPECRIC PROJECTS SHALL BE PREPARED BY A FIW40A ItOWrERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
AND I' MINIMUM NOR WALLS WITH NO STUACCO, AND WAY BE HEADED SCRIEIVS OR ALL THREADED SCK" WID MEAD,
ENGINEER OF RECORD CLOA) FOR THE PRMCT AMC W040 WILL BE KSP04W FOR THE
BUT WITH wwa "M
PROPER USE OF THE P.I.D. ENGINEER OF RECORD, ACTING AS A DELAGATED ENGINEER TO THE
P.E.0 ENGINEER. SHMI SMO TO THIS LA"M THE SITE SPECIFIC ORNkMS FOR RMV.
A-3) CAN THAT PWCAST WOME. PRECA51 CONCRETE PANELS. POWERS, STU= OR WOOD OSCAR= AN POLAND CH nt
"MSTAC
WALL 04 FLOCAL ANCWORS SHALL K LONG ENOUGH TO RILICH THE MAN STRUCTURE BEHIND SUCH PANELS.
IN) INIS PLO. SMALL BEAR THE ONTO AND ORIGINAL SM AND SIGNATURE OF THE PROFESSIONAL
ANCHORAGE 94ALL K AS MENTIONED IN 41) AND IN A.2).
ENGINEER OF RECORD THAT PREPARED IT
(0)
14. 941111M ~ACTUREWS LABEL 94ALL K LOCATED ON A READILY VFW LOCATION AT STORM
PANEL SHUMIN W ACCORDANCE WITH SECTION 17011,11.2 OF FLORIDA FADING CODE. C04E LABEL
- 9 ?APCOk ANCHORS AS MANUFACTURED BY k T W RUILDD. W..
SHALL BE PLACED MR EVERY OPOWNO. LAKLM TO COMPLY WITH 3tcwm vrvqv�3 or THE
11/4'
- /e 0 s 7/0' CAU(-IN ANCHORS, AS MANUFACTURED BY INVALT, INC,
FLORIDA SUILD04 CODE.
- I/ef X 3/4' SOUD-WT ANCHORS. AS 067RSVrM BY ALL POINT SCREW. 11101.1 A SPECIALTY CO
- 014: 10 PANILIANTE FEMALE 10 AND INANELMAX PLUS ANCHORS, AS MANUFACTURED BY CLOG CONSTRUCTION P Ill" ,
'" P I
- 1/4 0 ZAMAC NAIUN ANCHORS. AS MANUFACTURED BY DEWALY. INC
0"'
. ..:.�"N
et) MINIMUM EIRROMEXI OF TAPCON ANCHORS. ELCO PANELMAIES AND ZAMAC MAIM ANCHOR, WFO THE
IIIIGENJ�
�"
' '
" ' "
'
... �7�
, *
%. FLORIDA BUILDINO CODE (*an Ngh Velocity Mu Zone)
..
PLOCK UNIT SMALL W 1 I/e, ..
_.
can*
.: %,44
8.2) C"-tN ON SOUG-SET ANCHORS $KAU BE EMBEDDED ?/3' INTO THE CONCRETE a=m UNIT. NO (%_ 4' ,
7 ..
' `
02= MUM Am,
24 MQE CALVAHM SIM STORM PANEL
TV.
DRAW14
U'
Lo 0 "'T 4
STUCCO SMALL BE PERMITTED, I/e P-20 SCAM USED SHALL BE 1 1/2- L04G MINIMUM SO4OULD 40 CAST, TIT
1.
-
AND I' MINIMUM MR WALLS ON NO STUCCO. J% ST
_ �Tl
1. STATE
.
. .
Z �,L E�M�L
.am rnwum U.C.
OLOM room
elm
.
9.3) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO 00 WOOD WARDS BE NEUN . 10
ORI
p
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* V,
&CA JUJ
m 1" sl ~
-
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0131ING WALL ANCHORS SHALL ISE LOW ENO" TO REACH THE MAN SSTRUCIURE ImHOMM N ...
I, P .r. . ..
1.3
, = low,
, =V '.9%
QML AL MI.
� M%,M-?"L FAII, VON)","?
20-175
ANCHORAGE SMALL BE AS MENTIONED IN ILI) AND IN 9.2)� elo� A ,.[.,74,-9='
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INSTALLATION DETAILS FOR REGULAR PANFI nj
OR CONCRETE BLOCK STRUCTURES
9SCMO I _= POURED CONCRETE
o.con COW."n CONCRETE BLOCK
INIQUOrD
I
CONCRETE ANCHORS _1
(SEE SO
ISHEM 9 THROUGH IM
CONCRETE opt
CONCRETE: ko
HLDULE ON (�) cxww POLIFIED
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(SEE sc"'C"
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0 13 Ir 0.9,
ALTERNATE CONCRI19- 1
ANCHORS
- �6�
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MAC WEENA
(SEE SCHEDULE ON
SHEETS I THROUGH 10)
1:1.11111,=-111 I 111:111'�
I 't LLL I �
If- T��
I
LO. A, EDGE DWANCE
(SET SCHEDLU ON TOP k BOTTOM MOUNTINGS CAN K
SHEETS 0 & 10) COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION.
I
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Pit SENEGAL
, I
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ON S14M 3)
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W
SECTION A -A 0 11111.11ANA,
SCALE- 3/32--t- T11 AV
ENGINEERING
EN131#,41CIERING EXPRES0
PRODUCT EVALUATION REPORT
Seownbw 16. 2020
Application Number 1711159.1 - R2
EX Project Number 20-31543
Product Mamullicharor AN American Ghuftm And Gins
Manathickw Addrew 1540 bornis Road
Wasi Paim Beach. FL 32409
Product Mum A Description: 24POokarizodgt"SbmPwoki
Large Hub Imped RoektW
Scope of Evalustfon:
This Product Evaluation Report is beft Issued In accordiarion with the or the Florida
Deparunent of Busiftes and Istallessional Regulation (Horlda Builtift Cof�) Rule 0110ar
GIG20-3.005.F.A.C.,farstolsolides- - nceparMishoill(d), The produclinclod above has been
SaW andlow evalwalied AN summwrlzSA hervin to show compliance with Me Florkla Bu*ft Code
Sawarafth Edba (20M and 1A. for VIA purpose Inharidail, at least equivalent b thetrintubed by the Code.
R*4vWuWm of M6 product Slid be required following parlment Florlds Buildft Cads matfillcaltim or
rovw".
Subsiandong Dos:
. PRIDIDII&E EVALUATION DOCLIWENTS
FX drawiniii #20-31543WW'24ge GaNanizod Simi Storm Panels (HVHZ IS NoMIVII,14', shents 1-5,
prepared Dii frioniserhV Express. sigrPod & *"led by Pranit Beranardo, P.E. In an integral W orthas
EvWuslm Report
- TEST REPORTS
Undorm shift Structural parlianissince has been haled In occorderics with TAB 202 too standards per test
report(a) ORT-ABC-17-M by Blackwater Tesilling, InG
Large missile Impact realishance and cyck loading perionranos has been InaccorderceivilhTAS
201 And TAB 203 tow standards par led reportle) OTASC-17-001 by Blacloinsher TesON. Inc.
- Jj8MgMAUL EMNE iii
91tructursil anglo"Nalrig calculelikitas have been prepared which wakift the product based on
comps Aly and/or rational inialysis to qua* the hallowift design critarm:
I Maximum Allowable, $Penn
2. Minmain Allowable Open
3 Minimum Glass Sepambon
4. Arichor pecing
360 SIN 1210 Avtmur SUIT# 1060 DRItRIFIELD StACNO FLORIDA 13442
(954) 354-0660 1 (866) 396-9999
TEA11911141"IFIRINISEXPRISS'COM
FAGIGISAINGExPRIss.co"
7 Is LAST PANELCDT0 BE INSTAUXI) AT EACH OPENING SMALL ALWAYS BE
PRwDEo wl REAR mmm To FACILITATE unsTALATTow ir INTENDED
TO BE INSTALLED FROM INSIDE OF STRUCTURE
11��; I
NOTES
(1). Dam% UP&L ift. E-2 HANG STORM PANEL SYSTEM
r - Cant. TRACKS TOP & OUTTOM.
(2), DO PANELS SMALL BE CONNECTED TO BOTTOM TRACK
17THERWIME A STOP IWTSHALL BE PROVDIJO AT TOP OF SUCH
PANCIA1.
(3). OF END PANELS ARE CONNECTED TO BOTTOM TFUICk, CONNECTION
SMAU. CONSIST OF 1/4' 0-200/4' M.S. W1 7/5'*.3/32' WING
NO CAL 6/4;�t3/;4 Min THUMBSCREW W70 TAPKD BOTTOM
Twx 4 FASTENERS MAY K AT UND OF TWO
EXTERIOR FLAT rLANGES OF END PANEL.
(4). IN CASE THAI END PANELS ARE NOT CONNECTED 70 90TTOW
TRACK (f.4. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
PANELS SMALL SEE CONNECTED TO BOTTOM TRACK USING SPECS
INDICATED ON NOTE (3) AWYL IN SUCH ME, CONNECTION or
PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
t INSTALLATIONS ONLY VAUD FOR WUNO
SPEED UP TO 170 .4)�h. I
ENGINEERING
Page2oII2
All American Shuttvis and Glass - 24p Galvanized Sted Storm Panels
No 33% Increass In skiwable stives has been used In the design ofthis product.
Sepannew from glazing Is not required for Wohfttlww aftide of wind zone 4 And @"m§M 6KNes.
Impact Resistance:
Large Impact Resistar" has been derniamilrolvid so evidemed In previously Ided NW reporl(s). And is
M; ofthispro"
WndLoadiFt"Wimce
This pro" has been clealgried to resial wind toods an Indlostod In USA Spain scluidwals) an the
Fespecive Proch Evaluallon Downwint 0 9, engineering drawling),
lasse/Won
This product Sholl be hastilled In alrict oompilame with Its nospecilve Product E-valiatson Document III*
onglinestring drawkv), along with sit components noted therein.
Product components shaN be of the male" spectillod in that product's tespeclive Product Evolusbarn
Document (I.*. Onairnserift drarwIng)
umilutions & com"O" of U"..
L%o ofilbse product *hall be in AM Accordance wNh the respective Product Evaluallon Document 0,9
oVmwft draw") as rKftd hislain,
All supportrig host structures OW be designad to nesid allisuperlimposed 4 ant!"beoliamet"all
Wed In this product's respective Anchor schedule. Host structure conditione which am rot accounked for
in thin product's respective Anchor schedule shal be designed for on a site-Ispecillic bassB by a registered
probuiaw W*-.
All componerits ~ are parmannally Installed *hall be protected 090 corrosion, contia"drustlon. and
~ such demage at ON Oman.
This Product has been designed! lor me Within And out" the High Velocittr Hurricathe Zoos "HZ).
Rospectfidly.
"V,
Frank Seanaritio, PE
ENOtNEERNG M)PRESe
NPEOWM9 I Cerl Auth, 9895
160 SW 11" AVER -a SUITE 106, DAINFIELO BtAcm, FLotroA 33442
M.) 354-0660 1 (866) 396-9999
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INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL(j)
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r
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FLORIDA BUILDING CODE (Mon High Velocity flu
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am
EL LIENGTH .44 mmkmm GO, pp
1. INSTALLATION ARE ONLY VAILID FOR MAX- A65,0_ DESIGN 2'-6' j 24 CAGE GALVANIZED SML STORM PANEL CROP, IN.
PRESSURE RATING +/- 40.0 p.9 1. AND W-13' MAX
PANEL LENGTH. T 11drm o 010111111 PRMCTION PROOMS, LLC. DON,
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD -= r a 1, saw
MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 20-175
DENS" OF 0,55 OR EQUAL- oft" ON,
W, I - __
PIL Is V to
ALL AMERICAN SHUTTERS AND GLASS
24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ
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APPROPUATEPAN TABLE)
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OVERLAPS 0 =" tust
VERTICAL MOUNT ELEVATION
/_P\ (NOTCHED PANELS)
\V N.T101 ELEVATION
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
24 GAUGE PANELS
WWUM STORM PANEL StPARATION FROM GLASS
4,114KI!, WWO ZONE 4
A (SMAITNU FACH ITIES)
MAMMUM14LUDIANABLE
INSIALLAKINSLESS
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ETORMININ MMIMUM ALLOWASCE STORM PAMEL
AN, SCHEDIAS IS ACCEPTABLE FOR USE WITH
)SITIVE LOADS LEM THAN Olt EQUAL TO
EGATIVE DESIGN LOADS.
L 'PANEL FASTMINS7 ARE STUDS USED IN
3FIJUNCITON WITH ALL MOUMTVIG EXTRUSIONS
P-14ACK. SIUDDIII) RAW. ETC.). USE 6,25"
C. PAM FASTENER SPACING TAKE VALUES FOR
A IN, , AND"tr44EA1)M (INCLUDING BVILD OUI
]NOMONS)
1. LINEAR INTERPOLATION UTWWN LOADS IS
GLASS SEPARATION NOTES:
I EMIR SPAIN SCHEDULE WITH POSITIVE DIESIGN I
MAXIMUM ALLOWABLE
DESIGN PRESSURES:
F4S NOTED IN DE91ON
DESIGN NOTES: L_ 801mul-Es
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klift ma,I ALASs to.Mwab W. PAW 0114M. is tIOLATIA nIA4 -1 MUM
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ANCHOR NOTES:
I ANCHOR SrHEOULZAPPLITs T006LLMODU A CIVITTIFTED HEREIN,
MAXPIUM ALLWAISLE ANCHOR SFACING. MMIZA AWO~ SAANS AMC
IN SPUN SCHWULZ ShALL APPLY.
MIR ANCHOR SCHBOULE BASED ON PANEL FASTENER 2PACtNr THE EXISTING STRUCTURE
MAXERI MIG
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CONNECTION 0 ON AMPAWRIA ( tM7� CONCITtON CAPE MOUNTING DETAILS ON
A T"E tr OFODNIVZV:�Q
SHEVZOO IDIATI CATION
2. "PANELIPM"MR15"41.0 STLIDS USED IN COWUNLTITON WITH ALJ. MOUNTING 01TAUSIONS
W-TRAM STUDDED ANGLE, ErCj USE &23'0.0 PANEL FAWMR SPACINGIARIE VALUES FOR
U;;!� oRoAWx wrrm.mo)yurAcTu&Ew RecommsNoAmw
4, AM= ELIDEC511(t 11a OIJILDaU? CCNWM57
I'M
MO1,UOw IIU= HOV $TWXYVRE SMALL CONFORM To ASTM COO 11100
6. MINIMUM 94WMMMT "LL BE AS MOM IN ANCHOR SCHEDULE,
7 MINIMUM EMBEDMENT AND IDGIE DISTA NCR b M SWC%�N OFUM AND OTHER WALL
70
nNISHes wALLPLx;sHtsSmALL me LIMIT= XO�RAMALL V IF15DSY07HMTO
RLY PANsFm LcUlDs T.0 HOST STRUCTURE
a CONCRETE AW14M NOT 10 HOREIN BHALL SEEMSisooso fOUN-OLACK150 CONCRETE ONLY.
10, WHERBANCHOP.SFA$TtNTONAMWFAtZOFSIUDFPAMNO,FA$rMRSK4i�LDILOCUEDIN
CGNIR OF WMINAL I FOR
U�l lZellil.11MOOD VUD MCI DtSTANCEISACCEITAISLE , WOOD
FRAMING). WOW ST S� 5 rHIM-Pl�TC-0,SSOKGPSAIIMDENSM.LAQSCKW
SMALL IIAVE "LLIPS PAN HEAD OR HEX 4RAI
11 REMOVABLE 0010026 ARE OffWALt PANW�. ALL-Pown SWD-W 4 BRAS15 861"19
L2, MA09NESCREYM SMALL HAVE In" MINIMUM EN"GEMERT OF THREADS INTO THE BASE
ANCHOR AND MAY HAVE IV" A = H 1AD T If 0 HLZ A, "R.H1.AT11.NON"LK KiLT) U NO-
13. MMU I. M TjNG eXG U%r
M EMSEOMENT A. ETV�= R . WALL FINISHES,
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ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
W/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
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 - ATTACH 2x STUDS
TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @
CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A
2X BLOCKING @ EA. WALL
SHEATHING JOINT
16" O.C. 2X S.P.F. STUDS
2x BOT. PLATE W/ (2) 10d @ 6" O.C.
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W
OSB (DRAFTSTOPPING) TO BE NAILED W/8d
COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR
AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED
PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL.,w-
DIVIDE THE CONCEALED SPACE INTO APPROX. EQU)F
AREAS.
FLOOR SYSTEM
\-PER PLAN
A
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"
GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" OIC
CEILING & 8'O/C WALLS
1/2" GYP WB
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
1x WD FURRING @ 24"O.C:
BASEBOARD
I F
MIN. 2500 PSI CONC. SLAB
MIN. PSI MAY VARY PER
MUNICIPALITY
77----�77-
7e... ..�' ..
4 0
'4 4
AA
Cl)
6x6 W1,4xW1.4
WWF OR FIBERMESH P?� 4
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1
PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX.
HURRICANE ANCHOR @ EACH TRUSS
SHINGLE ROOF, SHINGLES TO BE IN
ACCORDANCE W/ ASTM D7158-CLASS G or
H, or ASTM D3161 -CLASS F, IN
ACCORDANCE w/ TABLE R905.2.6. 1,
FLORIDA BUILDING CODE 7TH EDITION
(2020) RESIDENTIAL
ROOF SHEATHING - SEE
SCHEDULE - [RSHj - ON
FRAMING SHEET FOR
SHEATHING AND FASTENERS
ALUMINUM DRIP EDGE
ALUMINUM FASCIA
2X SUB FASCIA
SEE STRUCTURAL SOFFIT SHEET SS
ATTACHED WALL SHEATHING TO
(2) TOP PLATE W/ 8d @ 4"
O.C., 2 ROWS
1X2 NAILER
PLYWOOD SHEATHING
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
FOR MORE INFO
W
7/8" CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
U-1
LAYER 1/8" THICK.
W,
W
INSULATION PER
CHART ON FLOOR PLAN
01*� Z4:Si6�
S6
METAL SEAT
OR FELT
PAPER FOR
MOISTURE
BARRIER
STD. 90 HOOK (SEE DETAIL)
8"x8"X16" CONC. KNOCKOUT
BLK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
Uj
4"X4" INSPECTION PORT AT
EACH FILL CELL TYPICAL
CL
W U)
CL AT GARAGE CONTRACTOR
IS
Ul)
TO CUT BLOCK OR POUR
7 CURB DUE TO SLOPE
NOTE: EXTEND DECO FINISH
410 6" BELOW GRADE
ISH GRADE
�ff��T'7 -STD. 90 *HOOK
(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL)
W/3" MIN. CLEARANCE 4" 11-1
TYP 2-STORY WALL SECTION
REV. 03.16.21 SCALE: 3/4"=V-0" S6
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/7'NAILS TO
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2"
NAILS TO STUD & (8) 1 Od x 11/2" TO BAND
JOIST AT EA, STUD
2nd FLOOR WALL-----.
BAND JOIST
*SIMPSON LTP4 W/
(12) 8d x1 1/2" NAILS
@ 24" O.C.
01
1st FLOOR WALL
SIMPSON LSTA24 STRAP W/ (8) 1 Od x 11/2"
NAILS TO STUD & (8) 1 Od x 11/2" TO BAND
JOIST AT EA. STUD
2ND FLOOR FRAME CONNECTION
SCALE: N.T.S.
@ WOOD IIST FLR. SCALE: N.T.S.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
SPACER
BLOCKS
'END SHEATHING TO
IF BEAM OR GIRDER
.TE W/
O.C.
OR TRUSS/JOIST
2"x BOT. PLATE W/
(2) 1 Od @ 6" 0. C.
NOTES: * USE
LTP4 & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
CORNER
TYPICAL "T" AND CORNER
DETAILS rN_'�
SCALE: N.T.S.
� �6
2ND FLOOR FRAMING - SEE
SECTION J/S6
DECKING -�
ATTACHED WALL SHEATHING
5z
TO BOTTOM PLATE/CHORD W/ 8d
@ 4" O/C. 2 ROWS STAGGERED
E
S6
;0
FLOOR TRUSS SEE FRAMING PLAN
FLOOR TR LISS
SEE FRAMING ---WEEP SCREED
9 z
PLAN INSTALLED PER MANUF.
2"X4" CROSS BRACE @ 48" \-SIMPSON HETA20 W/ (8) 1 0dx1 1/2"
O/C FOR THE 1 ST 2' -0" OF NAILS @ 24" O.C. INTO TRUSS
END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT
END INTO 2"X4" BLOCKING IN KO BLOCK
SEE DETAIL 2/D2 FOR
MORE INFORMATION
2ND FLOOR FRAME CONNECTION
PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0"
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS@ 1
2"x BOT. PLATE
(2) 1 Od @ 6" OX
PRE-ENGINEE
FLOOR TRUSIE
FLOOR CONNECTION
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
WEEPSCREED
u
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3
INSTALLED PER. MANUF.
SIMPSON HETA20 w/ (8) 10dxl 1/2"
NAILS AT EA. TRUSS w/ MIN. 4"
EMBEDMENT IN KO BLOCK
la
I
@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0'
FOR ADDITIONAL INFORMATION.
PROVIDE CONTINUOUS
BLOCKING FROM B.U.C.
TO MASONRY BELOW
(6) 1/4" x 2 1/4" TITEN
SCREWS TO MANSONRY
WALL PER STRAP
WOOD TO MASONRY
CONNECTION W/ MSTAM36
SEE J/S6 FOR ADDITIONAL INFORMATION.
B.U.C.
(8) 10d NAILS TO
STUD PER STRAP
SIMPSON MSTAM36
MASONRY WALL
SCALE: N.T.S.
RIBBONS
DETAIL (FLOOR TRUSS)
SCALE: 1 112"=1'-0"
NOTE: SEE TYPICAL WALL SEE SHEATHING
SECTION C/S3 FOR
., SPECS ON FLOOR
ADDITIONAL INFORMATION
1/2" GYP. W.B. MIN. @
GARAGE SIDE IF APPLICABLE
2x BLOCKING HORIZONTALLY--
v
@ INTERVALS NOT 518"DIA. x 1 0"J" BOLT W/ 8"
EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/
2"DIA.X 3/16" PLATE WASHER
SIMPSON SP1 W/ (10) 1 Od
NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN.
TYPICAL TENSION 2600#.)
2 x STUDS @ 16" O.C.
6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
2X P.T. PLATE
jkA44'
.-A A
(3) #5 CONT. ON 3"
CHAIR W/ 3" MIN.
8" CLEARANCE
INTERIOR 2-STORY FRAME SECTION rS
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6
ADDITIONAL SLAB INFORMATION
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SHEATHING
PROVIDE
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SYSTEM WALL ELEVATION DIAGRAM
3/8" "S"= NAIL
SPACING
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SINGLE NAIL EDGE SPACING DOUBLE
AT ALL PANEL BLOCKING
LOCATIONS SHALL BE MIN 2x4 #2
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FLITCH PLATE TO wl (2) 12d
TOENAILS EA. END. NAIL FLITCH
PLATE TO VERTICAL w/ (4) 8d NAILS
(2) 8d NAILS @ 3" O.C�
STAGGERED FOR SHEATHING
SECTION X-X
SPACING
WALL 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 Ys"
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
0
JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
PENETRATE SURFACE MORE THAN
to
NAIL AT 13ASE 2 ROWS @ CO.C. w/ 8d COMMON NAIL
NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL
,
LL X
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I-
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@ NAIL INTERIOR AT 6- O.C. w/ 8d COMMON NAIL.
STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
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MEMBER IF GABLE END
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NOTE:
WALL SHEATHING INSTALL.
rc
1\16� & NAILING SCHED.
REVISION 12-7-2020
2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
2x CRIPPLES @
2"x10" OR GREATER HEADER
16" O.C. W/ (2) 12d
TOENAILS T/B
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
10d NAILS @
BOX HEADER
(1) 2x SILL PLATE W/ (2)
8" O/C TYP.
ONLY
12d TOENAILS
DOUBLE 2x
EXTERIOR HEADERS:
CRIPPLE STUD
(1) 2x SILL PLATE W/ (2)
TYPICAL (U.N.O.)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE W/ SIMPSON
LS30 w/ (6) 1 Od x 11/2" EACH SIDE
SEE PLAN FOR REQUIRED—"
CONNECTIONS
LOAD BEAR I NG/EXTERIOR FRAME
WALL HEADER DETAIL
2x BLOCKING HORIZONTALLY
@ INTERVALS NOT
EXCEEDING 10'-0" (R302.1 1)
518"DIA. x 10" "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.
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FLOOR TRUSS
U3
8d NAILS FOR WALL SHEATHING MUST BE MIN.131
X 2 1/2
DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 118*.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIMPSON
SIZE
EA END
EA END
EA END
1'4'
(1)
(2)
(1)
EEAEND
2
(1)LSTA30
4-4
(2)
(3)
(2)
(2)
(1)LSTA30
91-16,
(3)
(3)
(2)
(3)
1 (2)LSTA30
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
2X STUDS @ 16" O/C
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER 1/8" THICK.
SIMPSON SP1 W/ (10) 10d NAILS
AT EA. STUD
2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
co
FINISH GRADE
I—
(3) # 5 REBAR ON 3" CHAIR 4" V-13"
W/3" MIN. CLEARANCE
ALTERNATE FOOTING v
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@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0"
ADDITIONAL INFORMATION. S6
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To the best of the Engineers knowledge. information and bell ef,
the structural plans and specifications contained
within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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ABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
PWDR or Pwd.
Powder Room
ABV or Abv.
Above
FLR or Flr.
Floor
RA or R/A or R.A.
Return Air
AC or A/C
Air -Conditioner
FLR SYS or Fir Sys
Floor System
RAD or Rad.
Radius
ADJ or ADJ.
Adjustable
FOM or F.O.M.
Face Of Masonry
RAG or Rag.
Return Air Grill
AFF or A. F.F.
Above Finished Floor
FP or F.P.
Fireplace
REC or Rec.
Recessed
AHU or A. H. U.
Air Handler Unit
FR DR
French Door
RECEPT
Receptacle
ALT or ALT.
Aternate
FRT
Front
REF or Ref.
Refrigerator
BC
Base Cabinet
FT or Ft.
Foott Feet
REINF
Reinforcing
BF
Bifold Door
FTG or Ftg.
Footing
REQD or Req'd.
Required
BK SH or Bk Sh
BookShelf
FXD GL
Fixed Glass
RM or Rm.
Room
BLK or BLK,
Block
GALV or Galv.
Galvanized
RND or Rnd,
Round
BLWorBLW.
Below
GC or G.C.
General Contractor
RO or R.O.
Rough Opening
BM or Bm.
Beam
GFI or G.F.I.
Ground Fault Interrupter
RS, R/S, R/SH or R&S
Rod and Shelf
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SD or SD.
Smoke Detector
BP or B.P.
Bypass(door)
GYP BD or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRG or BRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HDR or Hdr.
Header
SHT
Sheet
CAB
Cabinet
HGT or Hgt.
Height
SHWR or Shwr.
Shower
CIR or Cir.
Circle
HH or H.H.
Hand Held (plumbing faucet)
SL or S.L.
Side Lights
CJ or C/J
Control Joint
HORIZ
Horizontal
SPECSorSPECS.
Specifications
CLG or Cig.
Ceiling
HS
Hard Surface (flooring)
SPF or S.P.F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
ILO
In Lieu Of
SQ FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
INSUL or Insul.
Insulation
SQ or Sq.
Square
COL or Col.
Column
INT or Int.
Interior
STO
Storage
COMM or Comm.
Community
KIWALL or K/Wall
Kneewall
SW or S.W.
Shear Wall
COMP or Comp.
Compressor
KS or K.S.
Knee Space
SYP or S.Y.P.
Southern Yellow Pine
CONN or CONN.
Connection
LAUN or Laun.
Laundry
TB
Towel Bar
CONT or Cont.
Continuous
LAV or Lay.
Lavatory
TEMP or Temp.
Tempered
CT or C.T.
Ceramic Tile
LF or L.F.
Linear Ft.
THIKN or Thik'n.
Thicken
D or D.
Dryer
LL
Lintel Length
TOB or T.O. B.
Top of Block
DB
Door Bell
LT
Laundry Tub
TOM or T.O.M,
Top of Masonry
DBL or Dbl.
Double
MAS or Mas.
Masonry
TOP or T.O.P.
Top of Plate
DCF
Decorative Cementitious Finish
MAX or Max
Maximum
TP
Toilet Paper Holder
DEC or Dec.
Decorative
MC
Medicine Cabinet
TR
Towel Ring
DED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TRANS WDW or Trans.
Transom Window
DIA or Dia.
Diameter
MGT
Management (room)
TYP or Typ.
Typical
DISP or Disp.
Disposal
MIN or Min
Minimum
UC or u.c.
Under Counter
DIST or Dist.
Distance
MIR or Mir.
Mirror
UCL
Under Cabinet Lighting
DMF
Decorative Masonry Finish
ML or M.L.
Microlam
LINO or U.N.O.
Unless Noted Otherwise
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
V or v.
Valve (shower or tub/shower)
DTL
Detail
MIN or MICRO or Micro.
Microwave
VB
Vanity Base
DV or D.V.
DryerVent
NTS or N.T.S.
Not to Scale
VERT or Vert.
Vertical
DVP or D.V.P.
Diverter Valve (plumbing)
OE or O.E.
Owner's Entry
VL or V. L.
Versalam
DW or D.W.
Dishwasher
OPNG or Opn'g,
Opening
VTR or VTE
Vent through Roof / Exterior
EA or Ea.
Each
OPT or Opt.
Optional
Worw
Washer
ELEC or Elec.
Electrical
PC
Pull Chain
W or w/
With
ELEV or Elev.
Elevation
PED or Ped.
Pedestal
WA or W.A.
Wedge Anchor
EQ
Equal
PH
Phone
WC or WIC or W.C.
Water Closet (toilet)
EW or E.W.
Each Way
PKT or Pkt.
Pocket (Door)
WID or Wd
Wood
EXP or Exp.
Expansion
PL or P.L.
Parallam
WDW HDR or WDW. HDR.
Window Header
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WH or W.H.
Water Heater
FBC
Florida Building Code
PLNT SHLF or Pit. Sh.
Plant Shelf
WIC or W.I.C.
Walk-in Closet
FDN or Fdn.
Foundation
PLT HT or Pit. Ht.
Plate Height
WM or W.M.
Wall Mounted (plumbing fixture)
FG
Fiberglass (Shower Pan)
PSF
Pounds per square foot
WP
Water Proof(ing)
FIN
Finished
PT or P.T.
Pressure Treated
WS
Water Softener
FIN FLR or FF or Fin. Flr. Finished Floor
PW or P.W.
Pre -wire
WWF
Welded Wire Fabric (Mesh)
PLAN
REVISIONS
DATE
VERSION
DESCRIPTION
08/23/12 1.00 NEW BASE PLAN
07/30/15 1.1 2015 NEW CODE UPDATE
05/09/18 2.0 FBC 2017 CODE UPDATES
12/19/20 3.0 FBC 2020 CODE UPDATES
......... .
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2074
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS COVER SHEET
1.1 FIRST FLOOR PLAN
1.2 SECOND FLOOR PLAN
2.1 EXTERIOR ELEVATIONS - FRONT & LEFT
2.2 EXTERIOR ELEVATIONS - REAR & RIGHT
3 ELECTRICAL PLAN
4 ROOF PLAN
5 FOUNDATION PLAN
6.1 FLOOR FRAMING PLAN
6.2 ROOF FRAMING PLAN
7 LINTEL PLAN & DETAILS
SN STRUCTURAL NOTES
SN1 DETAILS
S3 DETAILS
S4 DETAILS
S5 DETAILS
S6M DETAILS
ST STAIR DETAILS
SS RETROFIT DETAILS
D1 SECTIONS & DETAILS
D2 SECTIONS & DETAILS
WIP WATERPROOFING DETAILS
PA1.0 PRODUCT APPROVALNUMBERS
PA1.1 PRODUCTAPPROVALNUMBERS
PA1.2 PRODUCTAPPROVAL NUMBERS
PA1.3 PRODUCTAPPROVALINIUMBERS
SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES I
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error. The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, onnissions,or misinterpretations
undetected and not reported to the Designer I Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
Control of Construction Site
The Designer/Architect and engineer of record (EOR) have no
control over the construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builder/homeowner
are necessary for the future life of this home. Care must be taken
to check windows and doors for caulking, remove leaves and
debris off roofs, make sure that water flow is away from the
house and have your home repainted every 3 - 5 years to protect
the coatings. The designer and engineer of record are not
responsible for the upkeep of the home and will not be held
liable for instances that may occur over the normal life of the
home without proper maintenance.
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To the best of the Engineers knowledge, information and belief,
the structural plans and sperificaWns contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineedng portions of the drawing pages bearing
Engineers signature and seat.
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